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RC-18-556
SaPr N,d n 3w'�wa�tp�., . tif! DWill ?���' �-v�k`�'ik �b3'��}5 D.t' 'Ya• F �"h "fir r:°" w 4 yti's •a; M4 tr + ,� 5t9$r, c a r .�rStu,••� i 4 i�CgS / t> "t .� �';v'�t,.''`tiq�S� i,.a.4� y� ' ..� teh4gs Y+a3.��( -�� ,.a;��'+ 7:s3,•" ''=r tri• �� •�.r# S•r 1t�'� a't!.744', �a°a�w�q„Yaiy'�!Rr rr:�P 1'rr'iga ..�{'' i a�`��+MM` �'�'sr ,�y�r4 aN yyK����`"bt..�,�� r�.�yr-,., � K _ *.. .1 . .. :- ��•- '�" .�L X72+'° �''*��y�' v- s {^+ .r`:" ` $..;';-,'+-d-.�v.=`"..F ' "t'. ar,-••L..G '*.�'$,`.i;Pl`h,i�r...,_xa'yP,r^..,,4.1r•J".'`'ay-t';r^tCF�- •.,a'* -.- Y a'Sa�i S � �' �zo` Z" +, Certificate of Completion �r ,,, Miami Shores Village Al' 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 .-;- T Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department ' Description: RE -CONFIGURE KITCHEN LAYOUT MOVE LAUNDRY PLUMBING CHANGE FULL BATHROOM TO 1/2 BATH. _`^' = UPDATE MASTER BEDROOM/BATHROOM. ADD 2ND STORY LOFT AND BEDROOM PLUS BATHROOM - RE -CONFIGURE 2 BATHROOMS/UPSTAIRS AND BEHIND KITCHEN Permit Type Building (Residential) Bldg. Permit No. RC -3-18-556 Owner DAVID ELIAS HALABU Contractor HOME OWNER raY� Subdivision/Project Date Issued 04/02/2020 Construction Type V -B Occupancy Single Family Type p, Square Footage 1,000.00 Flood Zone X Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 'y:F ;:f oFz� nim F nvG elevation or lowest horizontal structural member has been provided and is retained in the records of c`''�' Miami Shores, FL 33138 Miami Shores Village. "3 This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the °4 `SNORES time of issuance this structure was in compliance with the various ordinances of the jurisdiction ksc. 1932 << regulating building construction or use. : � x } a : -f Building Officials Approval Ismael Naranjo, CBO - "'t"q �1OR10Q' Not Transferable POST IN A CONSPICUOUS PLACE �� p¢ ���', � ?.S . •-�-,,'r.. , �''c `-< f. �.+ . ;;..� -.. iii � �y?r'i�1�}}{'. i"�' ��.y ' �v-'9`'"� � :4i- �'`_� _`�" .i�y ; �s ; j�. ..''r� , .•�•"a`�f�•��. �� • �`b � .i�>'� a .� �.f ,... .. _. •x�.. - .. ... .'...�'i�. .� � .,� .. - t M. ... kr"x1, �.�, fiiS ,r.. 2 k: �m: kld .r�:i : - RLQ w• ,3 trl :x Miami Shores Village lluildmij DnpurUnent 100SO Nt 1 Ave Ntiami Shows EI 3113;; r'annir No. RC -3-18-556 typo: Building (Residential) Workclass: Addltlon/Alteratlon Pormir talus: Approved Issue Date: 5/25/2014 Expires: 04/2312019 INSPECTION RFOUES I S (305)762.4949 or log on at https:,',bldg.msvfl,goviencrgov_prod,selrserolce Requests must be recolved by 3 30pm WORK IS A[ LOWLD MONDAY 1 HROUGH FRIDAY, R OOAM - I 0011 SAI URDAY R LOAM 6 00PM NO WORK IS ALLOW LD ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARF DONE MONDAY THROUGH FRIDAY . NO NSPECI ION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED , PLANS ARE READILY AVAILABLE IT IS 1 H PERMIT APPLICANT'S RESPONSIRIIJIY TO FNSURE THAT WORK IS ACCFSSIBI. E AND EXPOSED FOR INSPECTION PURPOSES- NEITHER THE BUILDING OFFICIAL NOH 1 HE CITY SHALL BE LIABLE FOR EXPENSE ENI:AILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL HFOUIRED TO ALLOW INSPEC1ION POST ON SITE 1132060170140 Owner's Name: DAVID ELIAS HALABU Owner's Phone: (305)213-7625 Job Address: 9632 NE 5 AVE Total Square Feet: 2,250 Miami Shores, FL 33138 notal Job Valuation: 19,196.00 r .-..-,..L...w,'/^.:•"ZSg TiiGr.+C7l.:J tiSF:il'7!4��..c`:ST"5."�?..Y..�'r14.C, t.. iF r w::"E :' '...p i.. i• .._,:. Contractor(s) Phone Address KMR CONSTRUCTION MANAGEMENT It (954)342-3400 •2042 MADISON ST, HOLLYWOOD, FL 33020 Description: RE -CONFIGURE KITCHEN LAYOUT MOVE LAUNDRY PLUMBING CHANGE FULL BATHROOM TO 1/2 BATH. UPDATE MASTER BEDROOM/BATHROOM. ADD 2ND STORY LOFT AND BEDROOM PLUS BATHROOM - RE -CONFIGURE 2 BATHROOMS/UPSTAIRS AND PEHIND KITCHEN i� 7 ���•J �/ �( �// i Iy �i�.7 ;1"ti, t (r,p�.y I. �{, .7 � be.7 k p 1{ WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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. ?age 1 of t Scanned with Car INSPECTION RECORD INSPECTION DATE INSP FOundaticn Stemvrall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam , Truss/Rafters i Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Pails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS 4 1:. INSPECTION DATE INSP Attachment INSPECTION DATE INSP Excavation FINAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS INSPECTION — -_ DA TF INSP Rough Water Service 2"J Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS Scanned with Car < Miami Shores Village 11,Ading Department --y.—, 10050 NL 2 Avis Miami Shores F t 33138 �:ORtpA INSPECTION REQUESTS (305)762-4949 or log on at https:lfhldg msvfl govienergov lit odj5ellccrviro POST O N SITE RtNues!s must be rece-ved by 3 30pm WORK IS ALLO1NYD MONDAY THROUGH FRIDAY, 8 00AM • 7 OOPM 1132060170140 SATURDAY S eVAM - 6 009110 NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD 13 DISPLAYED AND HAS BEEN APPROVED PLANS ARE READILY AVAILABLE IT IS THE PERMIT APPLICANT'S RESPONSIBIt ITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE RE"MOVA: OR REPLACEMENT OF ANY ALAI ERIAL REQUIRED TO AL LOW INSPECTION Owner's Name: DAVID ELIAS HALAEU Owner's Phone: (305)213-7625 Job Address: 9632 NE STH AVENUE RD Total Square Feet 1,600 Miami Shores, FL 33138 _ total Job Valuation: S 8,000.00 Description: STAMP CONCRETE DRIVEWAY AND PATIO X55 (::�wJL3)v-1 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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. Page 1 of 1 Scanned with Car INSPECTION RECORD NSPECTIgN DATE INSP 'r�+arlrj.�t,pn .tern..,II rjIurr,r I L=ftj / f�l,jrnr, IJ Lift) Ir• �;r•,t' f OCI �hr•,ftF; nor Ff�fr!+ni: Irr• � ,'h+ .'� ,tr•r•I � ail Jr.r� 'dl Pfi�il thl Fr -n Ce r—•n Er+cli,ure r/r• N'f r' Pr ,,;re InaollaUon ifrn;- F�n.,l •11 �r i �r'r •. �•, and Guardrails 4 compliance DOCUMENTS 1,V I f Bearing Cert Treatrnent Cert ,r Elc•vatir�n Survey ,f Unit I•Aas Cert lation Certificate It Sur/r:-/ I Survey Certification STRUCTURAL COMMENTS INSPECTION DATE INSP INSPECTION e, OQ INSP E ,cavatton INSPECTION DATE 1 INSP Temporary Gite 30 Da/ Tr-mporar� Peol Bonding Poral Dec{, Bordin; % Poct :let riche Unrd -r• ro? . Footer Ground Slab Wall Rough Ceilin? P,ou?h Rough Tel?phone Pouyh Teleph ;r e ;in;' TV R ; TV F:nai i ws INSPECTION DATE NSP Toa r�,r f Feu ;,,• ril4N, I nn « LP Tank — �Lar/r � . ter - N -%f:oll r re/entif �atCh tea:+^> Drains i HRS Final PLUY81',c C(J""YF%Ts INSPECTION I DATE UIINSP nderground Pipe Rou Ventilation Rough Hood Rough _ Pres,ure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum I MECHANICAL COMMENTS Z)L;dlll]eU WIL11 Uar Miami Shores Village Buiiding Department 100SO NE 2 Ave Mwiii Shores FL 33138 Issue Date: 5125/2018 INSPECTION REQUESTS (305)7624949 or log on at https:!lbldg.msvtl.govtrner9ov_Ivud'sellserv,cu Requests must be rece,ved by 3 32p n WORK IS ALLOWED MONDAY THZOUGN FRIDAY 8 JOAM 7 OOPM SATURDAY 8 OCAh1 • 6 MI'M l AA as NO WORK IS ALLMED ON SUNDAY OR HOLIDAYS BUILDING AND RGO INS INSPECTIONS ARE DONE MONDAY THRO H F IDA r NO INSPECTION WILL 13F MADE UNLESS THE PFRMIT CARD iS DIS YEp AN HAS BEEN APPk()1(Q ,,PkANS ARE READILY AVAILABLE IT IS TtIE PER%1ITAPPt.,CAN7S RESPONSIRILi To ENSURE T"T WORK16AG0SULE AND E.KPOSEO FOR INSPECTION PURPOSES NEITHCR THE BUILDING OFFI"",OR THE CITY, SHALL BE 4IABLF FOR j EXPENSE ENTAILED IN THE REMOVAL. OR REPLACEMENT or ANY MAT P REQUIRED T9ALLOW INt0EC`I10N l e o Owner's Name: DAVID ELIAS 4ALABU Owner's Phone: (305)213-7625 Job Address: 9632 NE 5 AVE �pQ:Jt"" Total Square Feet: 2,250 Miami Shores. FL 33138 dotal Job Valuation: S 19.196 00 Perm(t NO. RC -3-18-556 Typo. Buliding (Residential) WorkolAss: Addition/Alteration parnul Approved Eoplres 06/18/2019 POST ON SITE 1132060170140 Contractor(s) HOME OWNER Phone Address Description: RE -CONFIGURE KITCHEN LAYOUT MOVE LAUNDRY PLUMBING CHANGE FULL BAT HROOM TO 1/2 BATH UPDATE MASTER BEDROOM/BATHROOM. ACD 2ND STORY LOFTAND BEDROOM PLUS BATHROOM - RE -CONFIGURE 2 BATHROOMS/UPSTAIRS AND BEHIND KITCHEN WARNING TO OWNER - YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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. Pace 1 of 1 Scanned with Car INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation stvillov,111 Slab Column, j 1>t Litt) Litt) Tic' Fo,i Tru„ l:,tltr'ri Roct shc'ath111g BuCk, Interior Framing 11SUlat10o J Ceiling Grid Dry�1<all _- F,rcwall Wirt: Lath Pool Steel Pool Deck Final Pool Fina! Fence Screen Enclosure Driveway Driveway Base Tin Cap In-r'ro,re;s Roof Installation _ Roofing =final _ !Shutters Attachment Final Shu.terS 'Rails ano Guardrails ADA compliance DOCUMENT Soil Bearing Cert I Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Crit Insulation Certificat Spot Survey Final Survey Truss Certification t— STRUCTURAL CO?, MENTS I INSPECTION AlldChnlC'nl PAtr J SP 1fij q PUBLIC INSPECTION WORKS DATE INSP Excavation Vj,ltPr Sr'rVt[P Fina Top out INSPECTION DATE INSP Temporary Pole Septic Tank 30 Day Temporary \ Pool Bonding _ Pool Deck Bonding Pool Wet Niche Underground Footer Ground _S11111 Slab Wall Rough PA Ceiling Rough A Rou h C111 4111111 y t 1 jyj ►1 15 Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rau -,h Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS INSPECTION DATE INSP Underground Pipe -) Rough Ventilation Rough INSPECTION I DATE INSP INSPFC1104 Roul;h I,A 11 Fina�Alarm ler _ Vj,ltPr Sr'rVt[P Fina Top out -- Fur' Sprinkfor,, Septic Tank \ 7-) 4< \ 01ppel-1- d� Scanned with Car INSPFC1104 Roul;h I,A 11 n ,y Vj,ltPr Sr'rVt[P 2' 'Rough Top out -- Fur' Sprinkfor,, Septic Tank _ Sewor Hook. up Roof Dr,un; Gas - .r>>w�rl• �v�. LP Tank Well L,:wn Sprinklers Ma,n �)ca:n Pool Piping Backflow Preventor Interceptor Catch Bann: Condensate Drams 'nal i PLUMBING COMMENTS INSPECTION DATE INSP Underground Pipe -) Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL C MM NTS (� ¢ �Z L 7-) 4< \ 01ppel-1- d� Scanned with Car PREPARED BY. P r www.exactaland.corn I office: 866.735.1916 1 fax: 866.744.2882 PROPERTY ADDRESS: 9632 NE 5TH AVE STREET, MIAMI SHORES, FLORIDA 33138 SURVEY NUMBER: 1712.1827-02 FIELD WORK DATE: 3/10/2020 REVISION DATE(S): (REV2 3/11/2020) (REv2 3/6/2020) (REV1 11/27/2019) ,,TABLE: 1712182702 c 44'45'420 W '3' W 22'�(MM) FINAL SURVEY t MIAMI-DADE COUNTY ,( b LOOP, ELEVATIONS: \9,0 1AIN FLOOR = 10.9 PPER FLOOR = 20.9 v /Y NO IDCOY 41DOLE ROOM = 9.45 SACK ROOM = 9.2 OT 2 BLK 86 sees • •sees• Q\'\'• 21 ?�• sees• • •• • A see•• • •e \� • • • • • • • • • • • • • • • • • • 00406 • • .....��-K 86 W • ••e•• •• 00.60• • • • 4"4 see• • • 9 ...././..P*y/.. /-L.l...1.l..l.l..l.. l - l.. ro Na ID 205.90'(P) N 89°31'43• W 204.38' (M) NOTES: LOT APPEARS TO BE SERVICED BY CITY WAT rK AND 51_WLK FENCE AND WALL OWNERSHIP NOT DETERMINED THE ELEVATIONS SHOWN HEREON WERE OBTAINED U51NG GP5 IN CONJUNCTION WITH REAL TIME NETWORK L -NET NAVD 88 DATUM AND CONVERTED TO NGVD 1929 DATUM WITH A CONVER51ON FACTOR OF + 1,541 \[)LNOTES EXISTING ELEVATION IN NGVD 1929 DATUM I hereby certify that hereon described my direction, Gr) ind ~ th�4st�and belief, it is a e and acof a survey tho fik&Aset forth by the la Board Surveyors' & Map s irRmbpt Florida Admini'srr itf ode. i Survey of the made under y knowledge •e representation -ds of Practice 'rofessional —17 of the RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 T h � C �Q 2 STY. Vr. RES #9632 -:•': Ckp� `. �.; \�• � I' FIP NO 11) I' FIP " .�••�' •�1, NO ID @ ANGLE POINT @ STONE PATH a'.I 0: 40 0 20 40 GRAPHIC SCALE (In Feet) 1 inch = 40' ft. "FT NO ID @ P.C. Use of This Survey for Purposes other than Intended, Without Written Verification, will be at the User's Sole Risk and Without Liability to the Surveyor. — Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. JI FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09. -- – — -- –) 0 i 7 . �r U 1 AFFILIATE CLIENT NUMBER: DATE: 11/27/19 oy o ' 1 1 _L -TA BUYER: DAVID HALABU MEMBERS SELLER: DAVID HALABU ; __. CERTIFIED TO: DAVID HALABU ZXACTA LAND SURVEYORS, LLC. LB# 8291 11940 Fairway Lakes Drive I Suite 1 1 Fort Myers, FIL 33913 :: This is page 1 of 2 and is not valid without all pages. REPORT OF SURVEY 1712.1827-02 This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: LOT 21, BLOCK 86, AMENDED PLAT OF MIAMI SHORES SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE BEARING REFERENCE OF SOUTH 45 DEGREES 00'00" W IS BASED ON THE NORTHWESTERLY RIGHT-OF-WAY LINE OF NE 5TH AVENUE EAST LOCATED IN AMENDED PLAT OF MIAMI SHORES SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE GE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or Imply ownership. 2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map. 3. If there is a septic tank, or drain field shown on this survey, the location is approximate as the location was either shown to Exacta Land Surveyors, LLC. by a third party or it was estimated by metal detection, probing rods, and visual above ground inspection only. No excavation was performed in order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it Is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a %"diameter, 18" iron rebar with a cap stamped LB# 8291, 10. If you are reading this survey in an electronic format, the information contained on this document is only valid if this document Is electronically signed as specified in Chapter 51- 17.062 (3) of the Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which Is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. If this document is In paper format, it Is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been plotted at the center of the field location, and may not represent the actual shape or size of the feature. 13. Points of Interest (POI's) are selected above -ground improvements which may be in conflict with boundary, building setback or easement lines, as defined by the parameters of this survey. There may be additional P01's which are not shown, not called -out as POl's, or which are otherwise unknown to the surveyor. These POI's may not represent all items of interest to the viewer. 14. Utilities shown on the subject property may or may not Indicate the existence of recorded or unrecorded utility easements. 15. The information contained on this survey has been performed exclusively, and is the sole responsibility, of Exacta Land Surveyors, LLC.. Additional logo or references to third party firms are for informational purposes only. 16. Pursuant to F.S. 558.0035, an Individual employee or agent may not be held Individually liable for negligence. • • • • 17. House measurements should not be used for new construction or planning. Measurements should be verified prior to such activity.• • •• • •••• • • LEGEND • w ELECTRONIC SIGNATURE: In complete accordance with Florida Statute 472.025 and Pursuant to the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668, If this document was received electronically via PDF, then it has been lawfully Electronically Signed. Therefore, this survey PDF, If authentic, is completely official and insurable. In order to validate the 'Electronic Slgnature`of PDF surveys sent via w -,N rveystars.com you must use a hash calculator. A free hash calculator is available for download at. ,--h ,,d,., .m/c,t/Svstem/File-Manaoement/Hash-Calculam,-Kirill.shtml In order to validate the Electronic Signature of any survey PDF sent via www.suweystars.com: 1. Download the Hash Calculator available at: soflpedia m/get/System/r lie-Managem 2. Save the Survey PDF onto your computer from wwwsufveystars.com or from the email sent from www.surveystars com. 3. Click the square Browse button in the upper right hand corner of the Hash Calculator to find and select the saved Survey PDF document, and click the COMPUTE button in the lower right hand corner ofthe Hash Calculator 4. Compare the 40 digit string of characters in the SHA -1 line to the 40 digit SHA -1 characters for the survey in the job file in www.surveystars.com which is also printed on the invoice for that survey 5. If the 40 digit string of SHA -1 characters are exactly the same on the invoice (or in the survey file at www.surveystars.com) as they are In the Hash Calculator, then this PDF is authentic. If the 40 digit string of characters does not match exactly, then this PDF has been tampered with and it is not authentic. PRINTING INSTRUCTIONS: 1. While viewing the survey in Adobe Reader, select the "Print" button under the "File" tab. 2. Select a printer with legal sized paper. 3. Under"Print Range", click select the "All" toggle. 4. Under the "Page Handling" section, select the number of copies that you would like to print. 5. Under the "Page Scaling" selection drop down menu, select "None." 6. Uncheck the "Auto Rotate and Center"checkbox. 7. Check the "Choose Paper size by PDF" checkbox. 8. Click OK to print. TO PRINT IN BLACK+ Wirl 1. In the main print screen, choose "Properties". 2. Choose "Quality" from the options. 3. Change from "Auto Color" or "Full Color" to "Gray Scale". OFFER VALID ONLY FOR: DAVID HALABU • _r t • • i • F- - - - - - - - - - - -1 10 OFF I i OF FUTURE SURVEYING SERVICES ON THIS PROPERTY, *Offer valid for fence stakeouts and additions to the existing structures only. Valid only for the buyer as listed on the first page of this survey for up to one year after survey issuance date. Total discount not to exceed $500. - - - - _ - - - - - - J J SURVEYOR'S LEGEND uNE,YTE$, .. . • 5YMBOL.5:Iwea • • • • • • NDARY UNE IRON FENCE °aii`°'• • • • • $URPACE TYPE$: Iuwm onewtY •mm1 ® BENCHMARK 17FIRE HYDRANT STRUT.-NRE 22�1_J) UNIT 4 CtNTtRUNE •• • • •JD OR 3Er MONUMENT CttlTEIfUNE SURVEY TIE A5PHALT = BRICK0 CENTRAL ANGLE a DELTA E• GUN7lIRf OR AN Q• • : • __ _ UNE or TILECHAIN41NK • • IQANHOIE Ni m VARE FENCE WALL OR PAR1Y WALL LONCRCR COVERED AREA �J COMMON OWNERSHIP �jP nTeif T ____ WOOD FENCE WATER ® WOOD • ■ CONTROL POINTW CONCRETE MONUMENT • • O •UTIUTYORUGHTPOLE �=Y • • • • • EDGE or WATCR VINYL FENCE CATCH BASIN !�• • • ELEVATION• • • IC) CALCULATED E.O.W. EDGE OF WATER N.T.S. NOT TO SCALE R.P. RADIUS POINT • A.EN ACCESS,f)!VNA`nR T• Of DEED ELEV EM ELEVATION ELECTRIC METER NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 R/W RES. RIGHTOF WAY RESIDENCE AN.E. C.M.E. ANCH01� Ninivi CANAL MAINTENANCE ESMT. IF) FIELD ENCL ENCLOSURE NGVD29 NATIONAL GEODETIC RGE RANGE C.U.E. COUNTY UTILITY ESMT. (M) MEASURED ENT. ENTRANCE VERTICAL DATUM OF 1929 S.B.L. SET BACK LINE D.E. DRAINAGE EASEMENT (PI PLAT EUB ELECTRIC UTILITY BOX O.C.S. ON CONCRETE SLAB S.C.L SURVEY CLOSURE LINE D.U.E. DRAINAGE AND UTILITY ESMT. (R) RECORD F.F. FINISHED FLOOR O.G. ONGROUND S.T.L.SURVEY TIE LINE ESMT. EASEMENT IS) SURVEY F.O.P. EDGE OF PAVEMENT O.R.B OFFICIAL RECORD BOOK S.W. SEAWALL I.E./E.E. INGRESS/EGRESS ESMT. A.S.B.L. ACCESSORY SETBACK LINE F/DH FOUND DRILL HOLE O.R.V. OFFICIAL RECORD VOLUME 5/GD SETGLUEDISC IRR.E, IRRIGATION EASEMENT A/C AIR CONDITIONING FCM FND. CONCRETE MONUMENT 0/A OVERALL S/W SIDEWALK L.A.E. LIMITED ACCESS ESMT. B.C. BLOCK CORNER FIP FOUND IRON PIPE 0/S OFFSET SCR. SCREEN L.B.E. LANDSCAPE BUFFER ESMT. B.F.P. BACKFLOW PREVENTOR FPC FOUND IRON PIPE &CAP OFF OUTSIDE OF SUBJECT PARCEL SEC. SECTION L.E. LANDSCAPE ESMT. B.R. BEARING REFERENCE FIR FOUND IRON ROD OH. OVERHANG SEP. SEPTICTANK L.M.E. LAKE OR LANDSCAPE B.R.L. BUILDING RESTRICTION LINE FIRC FOUND IRON ROD &CAP OHL OVERHEAD LINES SEW. SEWER MAINTENANCE EASEMENT B/W BAY/BOX WINDOW FN FOUND NAIL ON INSIDE OF SUBJECT PARCEL SIRC SET IRON ROD &CAP M.E. MAINTENANCE EASEMENT BLDG. BUILDING FN&D FOUND NAIL AND DISC P. B. PLAT BOOK SN&D SET NAIL & DISC PU.E. PUBLIC UTILITY EASEMENT But. BLOCK FND. FOUND P.C. POINT OF CURVATURE SQ.FT. SQUARE FEET RO.E. ROOF OVERHANG ESMT. BM BENCHMARK FPKN FOUND PARKER-KALON NAIL P.C.C. POINT OF COMPOUND STY. STORY S.W.E. SIDEWALK EASEMENT BSMT. BASEMENT FPKN&D FOUND PK NAIL &DISC P.C.P. CURVATURE 5V SEWERVALVE S.W.M.E. STORM WATER MANAGEMENT C CURVE FRRSPK FOUND RAILROAD SPIKE PERMANENT CONTROL POINT TOB. TOPOFBANK EASEMENT C.B. CONCRETE BLOCK GAR. GARAGE P.I. POINT OF INTERSECTION TBM TEMPORARY BENCHMARK T.U.E. TECHNOLOGICAL UTILITY ESMT C.B. CHAIN LINK FENCE GM GAS METER P.O.B. POINT OF BEGINNING TEL. TELEPHONE FACILITIES U.E. UTILITV EASEMENT C.O. CLEANOUT ID. IDENTIFICATION P.O.C. POINT OF COMMENCEMENT TWP. TOWNSHIP C.V.G. CONCRETE VALLEY GUTTER ILL. ILLEGIBLE P.P. PINCHED PIPE TX TRANSFORMER C/L CENTER LINE INST. INSTRUMENT P.R.C. POINT OF REVERSE CURVATURE TYP. TYPICAL C/P COVERED PORCH INT. INTERSECTION P.R.M. PERMANENT REFERENCE U.R. UTILITY RISER C/S CONCRETE SLAB L LENGTH MONUMENT UG UNDERGROUND CAN CABLE TV RISER LB# LICENSE# -BUSINESS P.T. POINTOFTANGENCY UR UTILITY RISER CH CHORD BEARING LS# LICENSE # -SURVEYOR PIT POOL EQUIPMENT V.F. VINYL FENCE CHIM. CHIMNEY M.B. MAP BOOK PG. PAGE W.F. WOODEN FENCE CONIC. CONCRETE M.E.S. MITERED END SECTION PLS PROFESSIONAL LAND SURVEYOR WIC WITNESS CORNER COR. CORNER M.F. METAL FENCE PLT PLANTER W/F WATER FILTER CS/W CONCRETE SIDEWALK MES MITERED END SECTION PSM PROFESSIONAL SURVEYOR AND WM WATER METERIVALVE BOX D.F. DRAIN FIELD MH MANHOLE MAPPER WV WATER VALVE D.H. D/W DRILLHOLE DRIVEWAY N.R. NON RADIAL R RADIUS or RADIAL ELECTRONIC SIGNATURE: In complete accordance with Florida Statute 472.025 and Pursuant to the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668, If this document was received electronically via PDF, then it has been lawfully Electronically Signed. Therefore, this survey PDF, If authentic, is completely official and insurable. In order to validate the 'Electronic Slgnature`of PDF surveys sent via w -,N rveystars.com you must use a hash calculator. A free hash calculator is available for download at. ,--h ,,d,., .m/c,t/Svstem/File-Manaoement/Hash-Calculam,-Kirill.shtml In order to validate the Electronic Signature of any survey PDF sent via www.suweystars.com: 1. Download the Hash Calculator available at: soflpedia m/get/System/r lie-Managem 2. Save the Survey PDF onto your computer from wwwsufveystars.com or from the email sent from www.surveystars com. 3. Click the square Browse button in the upper right hand corner of the Hash Calculator to find and select the saved Survey PDF document, and click the COMPUTE button in the lower right hand corner ofthe Hash Calculator 4. Compare the 40 digit string of characters in the SHA -1 line to the 40 digit SHA -1 characters for the survey in the job file in www.surveystars.com which is also printed on the invoice for that survey 5. If the 40 digit string of SHA -1 characters are exactly the same on the invoice (or in the survey file at www.surveystars.com) as they are In the Hash Calculator, then this PDF is authentic. If the 40 digit string of characters does not match exactly, then this PDF has been tampered with and it is not authentic. PRINTING INSTRUCTIONS: 1. While viewing the survey in Adobe Reader, select the "Print" button under the "File" tab. 2. Select a printer with legal sized paper. 3. Under"Print Range", click select the "All" toggle. 4. Under the "Page Handling" section, select the number of copies that you would like to print. 5. Under the "Page Scaling" selection drop down menu, select "None." 6. Uncheck the "Auto Rotate and Center"checkbox. 7. Check the "Choose Paper size by PDF" checkbox. 8. Click OK to print. TO PRINT IN BLACK+ Wirl 1. In the main print screen, choose "Properties". 2. Choose "Quality" from the options. 3. Change from "Auto Color" or "Full Color" to "Gray Scale". OFFER VALID ONLY FOR: DAVID HALABU • _r t • • i • F- - - - - - - - - - - -1 10 OFF I i OF FUTURE SURVEYING SERVICES ON THIS PROPERTY, *Offer valid for fence stakeouts and additions to the existing structures only. Valid only for the buyer as listed on the first page of this survey for up to one year after survey issuance date. Total discount not to exceed $500. - - - - _ - - - - - - J J It 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 BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. QBUILDING F—] ELECTRIC [:] ROOFING ❑PLUMBING ❑MECHANICAL ❑PUBLICWORKS RECEIVED FEB 0 6 101 ,L FBC 20 REVISION [:] EXTENSION RENEWAL [DI*CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: "It,gZ /l/.t`2 r� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11' uo� — O h7 'O/YO Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): (JG(,+t/i A urja bu Phone#: %�E_2c3- Address: A X1632 N C ��� .pl) City: fAmM, �1aCe- State: Zip: 37 1-? Tenant/Lessee Name: Phone#: Email: )�GLV/,d QR b LV_. L01 --t CONTRACTOR: Company Name: • AOm (t_-• U"_- Phone#: Address: City: State: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ n % obq d r quare/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ rrNew ❑ Repair/Replace El Demolition Description of Work: Gln_G 2 CAF r,O l-Ccc[ kVC Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ _ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip P Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. —)17 Signature Signature OWNER or AGENT CONTRACTOR Th( fnoregoing instrument was acknowledged before me this day of 20 by y \ , who is p sonally n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ********************************* APPROVED BY ISS,K-0 -�] 61 lei' (Revised02/24/2014) The foregoing instrument was acknowledged before me this day of 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: =� c= Print: ! �, m' ^'� •te�a,q, lz:s�a: Seal: �: •:'die S �.� O r�c � ii1 t0RIDA Plans Examiner Structural Review Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nOWNER BUILDER DISCLOSURE STATEMENT NAME: / I V �V f ►7 r" U DATE: 6Z —6 ADDRESS: 6 �� /U l: �►/e `^^ w, J kOYi j Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial- 3. nitial3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits an contracts. Initial_ 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lea , v violates the exemption. Initial- 5. nitial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the constructio Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence is my responsibility to ensure that the persons whom I employ have the license required by law an b ounty or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. K Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulati Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may cqct the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial—F—� 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial —k Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 61 day of 20 By 44li %"�> 444L -41'5y who was ersonally know to me or who has Produce ere License or OWNER as identificatio Ilr411r>Affill ddsONl1!j/�,/. � ;yjj:• .. 9 y ti, 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. - 1 ?- T�_ Owner's Name (Fee Simple Title Holder): llAgTd HaUu Phone #: 76s- -213 - 76aS Owner's Address: U3z NE Sh AVe- ?1M. City: mf6K <L re-�, State : !, Zip Code: 3-315,9 S^M e b fob Address (Of where work is being done): q(�31 All_ � g� City: Miami Shores State:—Florida Zip Code: 3313f Contractor's Company N me: ke, � (,,.a r_4`en AUT, TA4L Phone #: Address: I A S4 a� 1,0 City: —1)&.J+� Qualifier's Name: Architect/ Engineer of Record Name: Address: City: Describe Work: ge,�to4eA State: PL Zip Code: P J? 24 Al Lic. Number: Gf-G 6VVZZ;7 State: Phone #: Zip Code: 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 v I e ent. Signature { Signature O er or Age Con ractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me thisday of JIM 201-1,bthis � da fknowDn"to J7 - , 2 0 M by Ile vin, I*rk` Who is ersonally known t me or who has produced who i ersonally me or who has produced 0 as indentification. Notary,public: Sign: Seal: ;o�;�Y'�•,,, KAITLYN M ORTAGUS -State of Florida -Notary Public Commission # GG 201315 .y MY Commission Expires March 28, 2022 indentification. Notary blit: Sign: Seal: ....+......... `,,;�V6;;•,, KAITLYN M ORTAGUS 1,;State of Florida -Notary Public Commission If GG 201315 z, My Commission Expires """"�� March 28, 2022 Miami ShoresVillage o g RECEIVE Building Department NOV 072018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 / Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-0949 FBC201--+ BUILDING Master Permit No. zc 16 -ss P PERMIT APPLICATION Sub Permit No. 4 Bj6UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION aSHOP JOB ADDRESS: 163), � Qr f� y �/ -- 5- CONTRACTOR DRAWINGS g j . City: Miami Shores County: Miami Dade Zio: Folio/Parcel#:_ ( l - -on- 646 Occupancy Type: Load the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 7)0 111d Hala�w Phone#: �6,$'- ai3- -7 0 d -F Address: AI S Ave Re-/" City: rn,nmi 57horPS State: F/priq� Zip: 33%39 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: q3ya -3 1/0 Address: /ay2q W So gy Rall !a City: bR W e State: i l d r7d& Zip: 33 32y Qualifier Name: Ke ui n W FR 6 6erht Phone#: 78/0 - 9 - .38yp State Certification or Registration #: C(��oaS�/�a Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration Q New ❑ Repair/Replace Description of Work: I (-u Zip: ❑ Demolition SpedCf olor-o color thru.016-. Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ ; % ' _ Radon Fee $ DBPR $ Notary $ Technology Fee $W Traiin/ninn\g/Education Fee $ Structural Reviews $ 4G" ai c (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ - (- Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 absence of such posted notice, the inspection will not be app ved nd reinspection fee will be charged. Signature Signature ER or AGENT CONT ACTOR The foregoing instrument was acknowledged before me this % day of /110 V , bY ,u� d #Gt'R bw , who i nally known'to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: iQiiiw4k-;,r mve-ilwi;W The foregoing instrument was acknowledged before me this 7 day of /lel V ' 20 by r?IJ;A M. l#erky , who is rsonally known me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: , �F-r<QCu Seal: ?� State of Florida -Notary Pt b, Seal: ?� h Commission # GG 201315 My Commission 2022 Expires �OmiMarch as ** APPROVED BY Plans Examiner Zoning i" W Structural Review Clerk (Revised02/24/2014) te".,,, KAITLYN M ORTAGUS ;State of Florida -Notary Public =* •= Commission # GG 201315 '- My Commission Expires ** APPROVED BY Plans Examiner Zoning i" W Structural Review Clerk (Revised02/24/2014) OR pDALLA R USS Re: 18J12: ADDITION Site Information: Project Customer: PINAR COMPLETE CONST Fort Dallas Truss Company, LLC. 7035 SW 44th ST Miami, FL 33155 Tel: (305) 667-6797 Fax: (305) 667-0592 Job Name: ADDITION Lot/Block: Subdivision Site Name: 9632 NE 5 AVE ROAD Site Address: MIAMI SHORES St: FL_Zip: URAL 1-0: E 'J I I AUC DA� 1� 9 I l] APPROVED • General Truss'Engineering Criteria & Desig oads (Individual Truss Design Grawirig e-6 how..... • Special Loading Conditions): • •; • •; • • •. • • • • • • .... ..... Design Code: FBC2017/TP12014 Design Program: 8.21 Mar 12 2018 Roof Load: 55.0 psfFl.g.gr Load: • 55.0 ps.f •' Wind Code:ASCE7-10 C -C for members and forces & MWFRS for reactions Wind Speed: 175 mph • • ;...;. ••'••' This package includes 19 individual, dated Truss Design Drawings and 0 Additi6hal lDrawM,%.*. • With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this•index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. 1 Date 10/31/18 Truss ID# CA Seal# A0037768 2 10/31/18 CJ9A A0037769 3 10/31/18 H1 A0037774 4 1 10/31/18 H2 A0037775 5 10/31/18 H3 A0037776 6 10/31/18 H4 A0037777 7 10/31/18 HG1 A0037778 8 10/31/18 HG2 A0037779 9 10/31/18 it A0037780 10 10/31/18 J3 A0037781 11 j 10/31/18 AA A0037782 12 10/31/18 J5 A0037783 13 10/31/18 J5A A0037784 14 10/31/18 J7 A0037785 15 10/31/18 J7A A0037786 16 10/31/18 FT1 A0037770 17 10/31/18 FT3 A0037771 18 10/31/18 FT4 A0037772 19 10/31/18 FTG1 A0037773 , ) EXCEPTIONS TAKEN o NUI E MAH? REJECTFO O RE -SUBMIT NOTATION$ MADE ON THE SUBMITTAL DURING THIS R51EW 00 NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL QUANTITIES, DIMENSIOM SELECTING FABRICATION AND CONSTRUCTION PROCESSES CO-ORDINATION WITH OTHER TRADES AND PEhFORMING THE WORK IN A SAFE SAT ACTORY MANNER THOMAS M. KELAHER, P.E. DATE The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters by Arch. or ENG of Record using MiTek 20/20 software. Truss Design Engineer's Name: Jose Martinez, P.E. 24 E 5th ST, Hialeah, FL 33010 (Florida PE# 031509) NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty for the truss components shown. JOSE MARTINEZ, P.E. consultingE��rir�er Civil/Structural 24 E, r.th .sheet Hiale lh, Fi._ ' 3010 Phony: (305) 667-6797 (Florida P.E. 031509) Page 1 of 1 Engineers Name Date Fort Dallas Truss Co. LLC. To: 7035 SW 44 St. Deliver y Miami, FL. 33155 PINAR COMPLETE CONST Job Number: 18J12 (305) 667-6797 Fax: (305) 667-0592 1720 SW 92 CT MIAMI, FL 33165 Page: I Date: 10/31/18 15:46:01 Project: ADDITION Block No: Model: Lot No: Contact: Site: Office: Deliver To: 9632 NE 5 AVE ROAD Account No: 095301296 Designer: / Name: Phone: (786) 258-3835 Salesperson: PAUL ABRAMOBICH Fax: MIAMI SHORES, FL 33138 Quote Number: P.O. Number: Profile: Qty: Truss Id: Span: Truss Type: Slope LOH ROH 09-10_01 OA Hght 02-06-05 1 CJ9 DIAGONAL HIP 2.12 • • • • 1 2X4/2X4 • • • 0000•• -� 09-10-01 OA Hght 02-066-0-5 • i • • • 39999. 09AA DIAGONAL HIP 2,12 .90.00 0 • 2X4/2X4 0.71 000000 • • • 9999.3 -� 26-10 00 OA ghfti%)-07�••••� >� • -4-- 1 H1 HIP 3.001 9999 9999 •999• 2X4/2X4 1.00 •9999• 999 • •999• 2 H2 26-10-00 OA rl�Rtt: e3c06-07 • • • • • • • • HIP 3.00 2X4/2x4 1.00• 0 0 26-10-00 OA ilght: 04,00-072 H3 HIP 3.00 • • • 99999 2X4/2X4 1.00 • • • •• • 26-10 00 OA Hght: 03-00-07 H4 HIP 3 .00 6 2X4/2X4 1.00 26_10_00 OA Hght 02-06-07 HG1 HIP GIRDER 3.00 ,7 j 2X4/2X6 1.00 (1) 2 -Ply 26-10_00 OA Hght: 02-06-07 " 2 HG2 HIP GIRDER 3.00 8 2X4/2X6 1.00 8 01.00_00 OA Hght: 01-00-07 9 J1 CORNER JACK 3.00 2x4/2X4 03-00-00 OA Light: 0 1 -06-07 J3 CORNER JACK10 3.00. 2X4/2X4 03_00-00 OA Hght 0 1 -06-07 ��j C 6 PA CORNER JACK 3.00 11 2X4/2X4 1.00 �J 2 05-00-00 OA Hght: 02-00-07 JS CORNER JACK 3.00 12 ------------ 2X4/2X4 6 05-00-00 OA Hght: 02-00-07 r J5A CORNER JACK ; 00 13 2X4/2X4 1.00 2 07-00-00 OA Hght: 02-06-07 J7 JACK -OPEN 3,00 14 2X4/2X4 14 PA 07-00-00 07-00-00 OA Hght: 02-06-07 15 3.00 2X4/2X4 1.00 4 14-01-00 OA Hght: 02-00-00 FT1 FLOOR 02-00-00 16 1 I 23-06-00 OA Hght: 02-00-00 FT3 I FLOOR 02-00-00 17 '- 10-08-00 OA Hght 02-00-00 FT4 FLOOR 02-00-00 18 _ t i) 2 -Ply 13-11-08 OA Hght: 02-00-00 2 FT(i1 FLOOR GIRDER 02-00-00 19 Fort Dallas Truss Co. LLC. To: Deliver y •. 44 { ..... . >0 ,^ n ' 4'��GJe,34i i a.• v • Mia Miami, FL. 333 155 , -r' Phone (s^.s� , , ••• PINAR COMPLETE CONST .lob Number: 18J12 (305) 667-6797 Fax: (305) 667-0592 1720 SW 92 CT MIAMI, FL 33165 Page: Date: 2 10/31/18 15:46:05 Project: ADDITION Block No: Model: Lot No: Contact: Site: Office:De11VeI' TO: 9632 NE 5 AVE ROAD Account No: g Designer: b 095301296 / Name: x(786) Phone: 258-3835 Salesperson: PAUL ABRAMOBICH Fax: MIAMI SHORES, FL 33138 Quote Number: P.O. Number: The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters by Arch. or ENG of Record using MiTek 20/20 software. Truss Design Engineer's Name: Jose Martinez, P.E. 24 E 5th ST, Hialeah, FL 33010 (Florida PE# 031509) NOTE: The seal on these drawings indicate acceptance to 31 professional engineering responsibilty for the truss components shown. ., - i,Aps jTiNI} .. , �'?s",••• JOSE pp 0000•• E10i t'r. ' .:ivll'3�r �ct�ral •. Consulting { ..... . >0 ,^ n ' 4'��GJe,34i i a.• v • • • -r' Phone (s^.s� , , ••• 000• 0• • �f t� (norld •• ....,, y�rJ •• •• • 00 0& 00 90.00 000000 ---•-- - • • Pit?• 0 • Engineers Name • 0 • • • • • 0000•• 18J12 CJ9 Truss Type uty Hly PINAR COMPLETE CONST GROUP INC DIAGONAL HIP GIRDER 1 1 Job Reference (optional) 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15 ID:n1 LJ9JJppM1 CjtBCuaOg3PySgUj-7UFiV2iV8uw7dau5elH5hA1 deTPu2 5-0-8 9-10-1 3x6 = 4 5 3x4= 0000•• 0000•• 1 1-5-0 1 1-10-4 5-8-6 9-10-1 1-5-0 0-5-4 3-10-2 11-1-11 0 A0037768 Scale = 1:18.0 • • 0000• • 0000• 0000 • ••• 3x4= 0000•• 0 • • • • • •000.0 0000•• • L • Plate Offsets (X Y)-- [1:0-8-1,0-1-8], [1:0-3-0,0-5-0], 18:0-1-12,0-1-8] • • • • • • • `�" ; LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATE• • GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.09 1-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.14 1-8 >784 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -S Weight: 45 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 2-2-7 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=437/0-8-0 (min. 0-1-8), 7=889/Mechanical Max Horz 1=232(LC 6) Max Upliftl=-236(LC 4), 7=-462(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1347/735, 2-3=-1347/734, 3-9=-1397/770, 4-9=-1397/770, 4-7=-392/180 BOT CHORD 1-10=-706/1314,8-10=-706/1314 WEBS 3-8=-318/733, 4-8=-775/1412 NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 Ib uplift at joint 1 and 462 Ib uplift at joint 7. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) 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=1.00 Uniform Loads (plf) Vert: 4-5=60(F=90) Trapezoidal Loads (plf) Vert: 1=-9(F=5, B=5) -to -6=-272(F=-126, B=-126) Job russ Truss ypeQty Ply PINAR COMPLETE CONST GROUP INC • . • LOADING (psf) SPACING- 2-0-0 A0037769 18J12 CJ9A DIAGONAL HIP GIRDER 3 1 in (loc) I/dell Ud Job Reference (optional) . _..,_..__.._..._____'_'_.. ..... ....... _. o.��va�cv co cv,o ivu,cn inuuauico, uiu. vveu vu ui io.va.vi cu io rayei ID:ni LJ9JJppMlgtBCua6g3PySqUj-bgp4i0i8vB2_FkTHB?oKENao6sm_nkAOcf5hK9'Z ' 2-2-t 3 5-10-11 9-10-1 2-2-13 3-7-14 3-11-6 0 m 0 Scale = 1:18.6 2x4 11 4 5 0.71 12 • • •'"V s 10 9 7x10= •••••• ••• • • • • • 1-5-0 I 2-2-13 I 5-10-11 i 9-10-1 •••••• Plate Offsets (X Y)-- I -b -u U-9-12 [1:0-1-7 0-0-14] [1:0-3-0,0-5-0], 3-7-14 [7:0-2-12,0-1-8], [9:0-0-0 0-1-12] 13-}1-6 [9:0-5-0,0-6-01, [10:0-1-12 0-0-01 • . • LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud TCLL 30.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) 0.06 7-8 >999 360 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(CT) -0.08 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 7=795/Mechanical, 10=532/0-8-0 (min. 0-1-8) Max Horz 10=190(LC 6) Max Uplift7=-414(LC 8), 10=-375(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-398/528,2-3=-1236/683 BOT CHORD 1-13=-502/399, 11-13=-502/399, 10-11=-502/399, 9-10=-502/209, 9-14=-507/206, 8-14=-497/213, 8-15=-690/1214, 7-15=-685/1240 WEBS 3-8=-339/661, 3-7=-1083/593, 2-10=-328/410, 2-8=-645/1045 PLATES• • GRIP MT20 244/190 Weight: 46 Ib FT = 0% Structural wood sheathing directly applied or 5-1-11 oc purlins except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 Ib uplift at joint 7 and 375 Ib uplift at joint 10. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) 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=1.00 Uniform Loads (plf) Vert: 4-5=60(F=90) Trapezoidal Loads (plf) Vert: 1=-0(F=10, B=10) -to -9=-62(F=-21, B=-21), 9=-62(F=-21, B= -21) -to -6=-272(F=-126, B=-126) ivaa ypc Vry t'ly PINAR COMPLETE CONST GROUP INC A0037770 18J12 FT1 FLOOR q 1 Job Reference (optional) FORT. DALLAS TRUSS CO. LLC., MIAMI, FL. 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:08 2018 Page 1 ID:n1 LJ9JJppM1 CjtBCuaOg3PySgUj-3sNSvkjmgVArtu2UIjJZmb7_3G94W9DXrJrFscyNsb9 0-3-8 5-2-0 2-0-0 0-3-8 Sca e = 1:23.6 2x4 11 2x4 11 3x4 = 5x6 = 15x6 = 2 3 4 _ 5 'I o W co o, co N o. 1 No.3 8 11 73x4= W2 No. W I No.3 W I N(.3 No.3 • • W N • • • • • 2x4 11••••• •••• •••• •••••• ••• • ••••• •• •• •• •••••• • 0-3-8 6-0-8• 7-0-8 8-0-8 • • • • •••••• • • • • • 13-48 • • 14 0 LJ o. 1-0-0 6-2-0,0-0-8], [8:0-3-0,0-3-01, 1-0-0 [9:0-2-0,0-1 -0 •••••• •�• // AS '1 ••••}• 9 – . - - ), = 4 0 10 8 11 73x4= 12 6 •••••• *000 90:0 • 2x4 11 5x6= • • • • • 2x4 11••••• •••• •••• •••••• ••• • ••••• •• •• •• •••••• • 0-3-8 6-0-8• 7-0-8 8-0-8 • • • • •••••• • • • • • 13-48 • • 14 0 0-3-8 5-9-0 Plate Offsets (X Y)-- [1:0-2-8 0-2-121,[5:0-2-8 0-2-12] 1-0-0 6-2-0,0-0-8], [8:0-3-0,0-3-01, 1-0-0 [9:0-2-0,0-1 -0 • 5-990 • • 0-9-6 • • • • �— • LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.07 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(CT) -0.14 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) -0.02 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -S Weight: 65 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 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) 1-484/0-3-0 (m'n 01 8 5-48 / -3-0 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-954/0,2-3=-971/0,3-4=-971/0,4-5=-971/0 BOT CHORD 8-11=0/971,7-11=0/971 WEBS 2-8=-265/15, 3-7=-263/17, 1-8=0/933, 5-7=0/947 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131 " X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job rusS Truss Type 7yly PINAR COMPLETE CONST GROUP INC18J12 FT3 Floor1 A0037771 Job Reference (optional) FORT.DALLAS TRUSS CO. LLC., MIAMI, FL. 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:08 2018 Page 1 I D:n 1 LJ9JJppM1 CjtBCuaOg3PySgUj-3sNSvkjmgVArtu2UIjJZmb7?oGSJ W 17XrJrFscyNsb9 0-3-8 4-9-8 2-0-0� 0-3-8 Scale = 1:40.0 15x12 = 3x4 = 3x4 = 2 3 2x4 11 2x4 11 3x4 = 3x4 = 4 5 6 7 5x12 = 8 I Ytl I 2 W1 No.3 a 2 W1 N0.3 W1 No.3 W o. W1 N .3 0. W1 N �� q :No.3 • • CP •••••• B2_N • • • •Z• • 15 16 14 17 13 18 12 000000 • 11 10 •••.•• 19 • 9 •••••• 2x4 49 = 5x6 = 3x4 = 4x5 = 49 " • • • • • 2x4 11• • •••••• •••• •••• • • •••• •••• ••••• •••••• ••• • ••••• •• •• •• •••••• • •••••• • • • ••• •• •••••• 0-3-8 10-9-0 11-9-0 12-9-0 • • • • 23-2-8 • • � 2 0-3-8 10-5-8 1-0-0 1-0-0 10-5-8 • • • 0 3 $� •� �_ Plate Offsets (X,Y)-- [1:0-3-8,0-3-0], [8:0-3-8,0-3-0],[10:0-3-0,0-2-01, [13:0-2-4,0-3-01, [14:0-3-0,0-2-0] • • • • • • • • LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/dell L/d • •• 0 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.28 12-13 >970 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.38 12-13 >707 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) -0.09 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -S Weight: 111 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crossbracing be installed during truss erection, in accordance with Stabilizer Installation guide. mrAl,nvrva. (iwsize) i=b3wu-s-u (min. u -1-b), b=bau/u-:i-u (min. a -1-b) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1991/0, 2-3=-2742/0, 3-4=-2742/0, 4-5=-2742/0, 5-6=-2742/0, 6-7=-2742/0, 7-8=-1991 /0 BOT CHORD 14-17=0/1991, 13-17=0/1991, 13-18=0/2742, 12-18=0/2742, 11-12=0/1991, 10-11=0/1991 WEBS 1-14=0/2036, 2-14=-623/0, 2-13=0/919, 7-12=0/919, 7-10=-623/0, 8-10=0/2036 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job I ruSS Truss Type tyly �PINARMPLETE CONST GROUP INCA0037772 1BJ12 FT4 Floor 2 1 ence (optional) FORT -DALLAS TRUSS CO. LLC., MIAMI, FL. 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:09 2018 Page 1 ID:n1 LJ9JJppM1 CjtBCuaOg3PySgUj-X3xr74kORpliU2cgJQgoJofEFgYuFfKh3zaoP2yNsb8 3-7-4 2-0-0 OrI Scale = 1:17.6 0 N 2x4 11 2x4 11 5x6 = 1 5x6 = 2 3 4 REACTIONS. (Ib/size) 8=370/Mechanical, 4=370/0-3-0 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-352/0,1-2=-548/0,2-3=-548/0,3-4=-548/0 BOT CHORD 7-10=0/548,6-10=0/548 WEBS 1-7=0/563, 4-6=0/563 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Tt No.2 1 No. W2 No. 1 No 3 VI 1 No 3 2 N0.3 1 No 13 3x4 • •VI 8 9 7 10 6 • • 11 •••• •••• 5 ••••• 3x4= 2x4 11••i••• 2x4 I < •••••• •-•-�•� • 131 No.2 • REACTIONS. (Ib/size) 8=370/Mechanical, 4=370/0-3-0 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-352/0,1-2=-548/0,2-3=-548/0,3-4=-548/0 BOT CHORD 7-10=0/548,6-10=0/548 WEBS 1-7=0/563, 4-6=0/563 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3x4 •••• •••• • • = • • 8 9 7 10 6 • • 11 •••• •••• 5 ••••• 3x4= 2x4 11••i••• 2x4 I •••••• ••• • • • • • •• •• •• •••••• • •••••• • • • • • • •••••• 4-2-4 5-2-4 6-2-4 10-G 8 _ • • • • • • j0-8- • 4-2-4_ 1-0-0 1-0-0 4-14 • • okis Plate Offsets (X,Y)-- [1:Edge 0 2-121, [4:0-2-8 0-2-12) • • • • • • • • LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES • • GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.03 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.05 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) -0.01 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -S Weight: 51 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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) 8=370/Mechanical, 4=370/0-3-0 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-352/0,1-2=-548/0,2-3=-548/0,3-4=-548/0 BOT CHORD 7-10=0/548,6-10=0/548 WEBS 1-7=0/563, 4-6=0/563 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 18J12 FTG1 FLOOR GIRDER 1 2 IJob Reference (optional) FORT DALLAS TRUSS CO. LLC., MIAMI, FL. 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:09 2018 Page 1 ID:n1 LJ9JJppM1 CjtBCuaOg3PySgUj-X3xr74kORpliU2cgJQgoJofEXgX_FaHh3zaoP2yNsb8 2-10-4 2-3-12 2-0-0 2-2-4 Scale = 1:22.9 2x4 II 2x4 II 3x4 = 3x4 = 3x4 = 1 3x4 = 2 3x4 = * 3 4 5 6 7 T 7 °. n n T_ �-, I 1 0 1 N I.3 W2 No. I N .3 3 No. W I N(.3 W I N .3 No. W N .3 ••• W s N .3 0 o N SPACING- 2-0-0 •' • • •66 N `J - J1 N0.2 ' 13 14 12 15 11 16 10 2x4 I 3x4 = 3x4 = 3x4 = 10-8-0 17 REACTIONS. (Ib/size) 13=1499/Mechanical, 8=940/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1414/0, 7-8=-875/0, 1-2=-2302/0, 2-3=-2287/0, 3-4=-2287/0, 4-5=-2287/0, 5-6=-2287/0, 6-7=-1447/0 BOT CHORD 12-15=0/2302, 11-15=0/2302, 11-16=0/2287, 10-16=0/2287, 10-17=0/1447, 9-17=0/1447 WEBS 2-12=-445/0, 1-12=0/2484, 2-11=-280/220, 6-9=-823/0, 7-9=0/1563, 6-10=0/1110, 4-10=-291/0 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 floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 700 Ib down at 3-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-13=-10, 1-2=-175(F=-75), 2-7=-100 Concentrated Loads (lb) Vert: 12=-700(F) • • LOADING (psf) SPACING- 2-0-0 CSI. 6666•• (loc) I/defl L/d 6666 • • 93•xQ�+•8 • 18 • 6666 6666 •�}T16 TCDL . 10.0 Lumber DOL x • 6666•• ••• • 6666• BCLL 0.0 Rep Stress Incr eeoeoe WB 0.59 Horz(CT) 0.01 6666•• • • • Code FBC2017/TP12014 Matrix -S • • • • 6666•• LUMBER- 1-'I�g•• •� • • • 3-3-8 •6 6 . 6 6 REACTIONS. (Ib/size) 13=1499/Mechanical, 8=940/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1414/0, 7-8=-875/0, 1-2=-2302/0, 2-3=-2287/0, 3-4=-2287/0, 4-5=-2287/0, 5-6=-2287/0, 6-7=-1447/0 BOT CHORD 12-15=0/2302, 11-15=0/2302, 11-16=0/2287, 10-16=0/2287, 10-17=0/1447, 9-17=0/1447 WEBS 2-12=-445/0, 1-12=0/2484, 2-11=-280/220, 6-9=-823/0, 7-9=0/1563, 6-10=0/1110, 4-10=-291/0 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 floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 700 Ib down at 3-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-13=-10, 1-2=-175(F=-75), 2-7=-100 Concentrated Loads (lb) Vert: 12=-700(F) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES• • • *GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.05 11 >999 360 MT20 244/190 TCDL . 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) -0.07 11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -S Weight: 163 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 13=1499/Mechanical, 8=940/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1414/0, 7-8=-875/0, 1-2=-2302/0, 2-3=-2287/0, 3-4=-2287/0, 4-5=-2287/0, 5-6=-2287/0, 6-7=-1447/0 BOT CHORD 12-15=0/2302, 11-15=0/2302, 11-16=0/2287, 10-16=0/2287, 10-17=0/1447, 9-17=0/1447 WEBS 2-12=-445/0, 1-12=0/2484, 2-11=-280/220, 6-9=-823/0, 7-9=0/1563, 6-10=0/1110, 4-10=-291/0 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 floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 700 Ib down at 3-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-13=-10, 1-2=-175(F=-75), 2-7=-100 Concentrated Loads (lb) Vert: 12=-700(F) Plate Offsets (X,Y)-- [1:0-2-12,0-0-0] [1:0-0-10,0-2-81, [4:0-5-4,0-2-0]. [6:0-1-12,0-1-81 110:0-3-0,0-4-11, [12:0-5-0,0-3-11, (15:0-6-0,0"--41, [19:0-0-7 0.1.11] • • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.09 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(CT) -0.31 14-15 >564 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -S Weight: 134 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 3-11-10 oc bracing. B2: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation quide. REACTIONS. (Ib/size) 16=1679/0-8-0 (min. 0-2-0), 12=854/0-8-0 (min. 0-1-8), 19=429/0-8-0 (min. 0-1-8) Max Horz 19=90(LC 10) Max Upliftl6=-894(LC 6), 12=-588(LC 7), 19=-333(LC 6) Max Grav 16=1679(LC 1), 12=869(LC 18), 19=480(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-173/463, 2-20=-416/298, 3-20=-373/303, 3-4=-231/557, 4-5=-582/1108, 5-21=-590/1104, 21-22=-590/1104, 6-22=-590/1104, 6-7=-1057/669, 7-8=-1134/663, 8-23=-1349/837, 23-24=-1378/833, 9-24=-1424/829, 9-10=-162/490 BOT CHORD 1-25=-413/170, 19-25=-413/170, 19-26=-413/170, 18-26=-413/170, 18-27=-303/372, 17-27=-303/372, 17-28=-264/21, 16-28=-264/21, 15-16=-1698/1002, 5-15=-281/213, 15-29=-149/365, 14-29=-149/365, 14-30=-718/1346, 13-30=-721/1342, 13-31=-557/304, 12-31=-561/301,11-12=-434/151,10-11=-434/151 WEBS 4-17=-258/449, 15-17=-388/407, 4-15=-1034/691, 9-12=-787/608, 2-19=-400/338, 6-15=-1549/1018, 2-18=-245/393, 3-17=-756/470, 9-13=-941/1458, 8-14=-380/255, 6-14=-383/807 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) -0-0-9 to 2-11-7, Interior(1) 2-11-7 to 4-8-6, Exterior(2) 4-8-6 to 9-0-0, Interior(1) 13-2-15 to 13-7-1, Exterior(2) 17-10-0 to 26-10-9 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 894 Ib uplift at joint 16, 588 Ib uplift at joint 12 and 333 Ib uplift at joint 19. 7) This truss has been designed for a moving concentrated load of 200.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard -Job russ Truss Type aty Fly PINAR COMPLETE CONST GROUP INC A0037774 ,18J12 jH1 HIP 1 Job Reference (optional) FOR: DALLAS TRUSS CO. LLC., MIAMI, FL. 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:10 2018 Page 1 ID:nl LJ9JJppM1 CjtBCuaOg3PySgUj-?FVDKPIOC6QZ6CBst7L1 sOCMf4mW_2UgldKLxUyNsb7 1-4-0 4-8-6 9-0-0 10-8-0 14-1-4 17-10-0 21-6-0 25-2-0 26-10-0 1-4-0 3-4-6 4-3-10 1-8-0 3-5-4 3-8-12 3-8-0 3-8-0 1-8-0 Scale = 1:45.7 3.00 12 47 = 2x4 11 3x4 = 4x5 = 4 5 1 6 22 7 o' 3x4 ; 3 x4 3 8 23 4x9 11 20 T W5 N).3 W9 No.3 4 24 2 .3 40 o. 1 10.3 9 N o f W3 No.3 7 � I n 10 2 No 3 g o r 1 c 15 • ] I� 6 — ••• •b L 5x12 = 29 30 • • • • 25 26 18 27 17 28 16 14 •• • • x = 13 31 •••••01 •• 19 4x5 = 3x6 11 5x8 = *00000 ••••• 41l$" • • • 12 7x10= 3x8 — 3x6 11 • • • • • • 1.0012 8x1b= :••••� •••• •••• • • •••• •••• ••••• •••••• ••• • ••••• • • • • • • • • • • • • • ••••i•26-10-0 •••••• 1-0-01-0-0 4-6-6 9-0-0 10-4-0 1 - 0 14-1-4 17-8-8 17-10-0 21-6-0 • • 25-2-0 10? • • 1-0-00-4-0 3-4-6 4-3-10 1-4-0 -4- 3-5-4 3-7-4 0-1-8 3-6-0 • •3-8-0 '0 8 0 1-0 0 •_•_•_•_•_•_ Plate Offsets (X,Y)-- [1:0-2-12,0-0-0] [1:0-0-10,0-2-81, [4:0-5-4,0-2-0]. [6:0-1-12,0-1-81 110:0-3-0,0-4-11, [12:0-5-0,0-3-11, (15:0-6-0,0"--41, [19:0-0-7 0.1.11] • • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.09 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(CT) -0.31 14-15 >564 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -S Weight: 134 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 3-11-10 oc bracing. B2: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation quide. REACTIONS. (Ib/size) 16=1679/0-8-0 (min. 0-2-0), 12=854/0-8-0 (min. 0-1-8), 19=429/0-8-0 (min. 0-1-8) Max Horz 19=90(LC 10) Max Upliftl6=-894(LC 6), 12=-588(LC 7), 19=-333(LC 6) Max Grav 16=1679(LC 1), 12=869(LC 18), 19=480(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-173/463, 2-20=-416/298, 3-20=-373/303, 3-4=-231/557, 4-5=-582/1108, 5-21=-590/1104, 21-22=-590/1104, 6-22=-590/1104, 6-7=-1057/669, 7-8=-1134/663, 8-23=-1349/837, 23-24=-1378/833, 9-24=-1424/829, 9-10=-162/490 BOT CHORD 1-25=-413/170, 19-25=-413/170, 19-26=-413/170, 18-26=-413/170, 18-27=-303/372, 17-27=-303/372, 17-28=-264/21, 16-28=-264/21, 15-16=-1698/1002, 5-15=-281/213, 15-29=-149/365, 14-29=-149/365, 14-30=-718/1346, 13-30=-721/1342, 13-31=-557/304, 12-31=-561/301,11-12=-434/151,10-11=-434/151 WEBS 4-17=-258/449, 15-17=-388/407, 4-15=-1034/691, 9-12=-787/608, 2-19=-400/338, 6-15=-1549/1018, 2-18=-245/393, 3-17=-756/470, 9-13=-941/1458, 8-14=-380/255, 6-14=-383/807 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) -0-0-9 to 2-11-7, Interior(1) 2-11-7 to 4-8-6, Exterior(2) 4-8-6 to 9-0-0, Interior(1) 13-2-15 to 13-7-1, Exterior(2) 17-10-0 to 26-10-9 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 894 Ib uplift at joint 16, 588 Ib uplift at joint 12 and 333 Ib uplift at joint 19. 7) This truss has been designed for a moving concentrated load of 200.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard JOD i russI russ I ype l,tty Hly PINAR COMPLETE CONST GROUP INC A0037775 11BJ12 H2 HIP 2 1 1 Job Reference 'optional) FORT•DALLAS TRUSS CO. LLC., MIAMI, FL. 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:11 2018 Page 1 ID:n1 LJ9JJppM1 CjtBCuaOg3PySgUj-TR3bYlmezQYQkLm2QrtGODISaU5ZjRBzXH3vTwyNsb6 1-8-0 6-4-0 11-0-0 15-10-0 20-6-025-2-0 26-10-0 1-8-0 4-6-0 4-8-0 4-10-0 4-8-0 4-8-0 1-8-0 Scale = 1:45.9 49 = 45 = 3.00 12 I 3x4 = 16 _ 3x6 1 8x10 = 1.00 F12 5x8 = Plate Offsets (X Y)-- LO -0-10,0-0-1 31 [1:0-3-0 0-4-1][ -4, 4:0-50-2-Oj18:0-3-0,0-441][[10:0-5-0,0-3-1], [1:0-440 0-2-1 2] [16:0 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.36 12-13 >777 360 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(CT) -0.55 12-13 >510 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 16=1481/0-8-0 (min. 0-1-12), 10=1481/0-8-0 (min. 0-1-12) Max Horz 16=108(LC 10) Max Upliftl6=-885(LC 6), 10=-885(LC 7) PLATES GRIP MT20 244/190 Weight: 128 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-331/377, 2-18=-3530/1935, 3-18=-3469/1946, 3-19=-3528/2043, 4-19=-3519/2054, 4-20=-3351/2037, 5-20=-3351/2037, 5-21=-3472/2043, 6-21=-3481/2032, 6-22=-3484/1949, 7-22=-3545/1939, 7-8=-326/380 BOT CHORD 1-17=-317/343, 16-17=-317/343, 16-23=-508/241, 15-23=-503/245, 15-24=-1796/3378, 14-24=-1794/3384, 13-14=-1774/3311, 13-25=-1777/3325, 12-25=-1777/3325, 12-26=-1787/3397, 11-26=-1789/3392, 11-27=-507/246, 10-27=-512/242, 9-10=-320/339, 8-9=-320/339 WEBS 4-14=-156/441, 4-12=-249/299, 5-12=-142/403, 2-16=-1379/943, 3-15=-395/344, 2-15=-2017/3363, 3-14=-233/316, 7-10=-1387/945, 6-11=-366/337, 7-11=-2022/3384, 6-12=-286/279 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) -0-0-9 to 2-11-7, Interior(1) 2-11-7 to 6-9-1, Exterior(2) 6-9-1 to 20-0-15, Interior(1) 20-0-15 to 23-10-9 zone; cantilever left and right exposed ;C -C for members and forces & MW FRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 885 Ib uplift at joint 16 and 885 Ib uplift at joint 10. 7) This truss has been designed for a moving concentrated load of 200.0I1b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 1BJ12 H3 DALLAS TRUSS CO. LLC., MIAMI, HIP CONST A0037776 0 s Feb 23 2018 MiTek Industries, Inc. ID:n1 LJ9JJppM1 CjtBCuaOg3PySgUj-yddzl5mGkkgHMVLF_YOVxRHbxtWiSvv, 1-8-0 7-4-013-0-0 3-10- 19-6-0 25-2-0 26-10-0 1-8-0 5-8-0 5-8-0 -10- 5-8-0 5-8-0 Scale = 1:46.7 3.00 12 4x5 = 4x5 = 17 16 3x6 1, 8x10 = 1.00 12 5x6 = • •00.00 0000 • 0000 0000•• 10 9 3x6 11 ! ! 0000•• 0000 ••••• ••• • 00000 •• •• •• 0000!• ••0•••0 13-10-0 • • 13-8-8 • • •• ! 26-10-0 • • • • • • 1-0-0 .1-8-0 7-4-0 13-0-0 130-8 19-6-0 25-2-0 1-0-0 0-8-0 5-8-0 5-8-0 0-1-8 0- -8 5-8-0 • 5-%0 • 0-8�0� ! • 0000 Plate Offsets (X,Y)-- [1:0-3-0,0-4-1], [3:0-3-4,0-3-0], [4:0-2-12,0-2-0], [6:0-3-4,0-3-0], [8:0-3-0,0-4-1], [10:0-5-0,0-3-1], [11:0-3-0,0-2 ]'[12:t-2-8,0-7-12],•[13:0-4-0,0.2-12], • ru•n-�-n n-�-at r1R n-n_n n_a_91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.35 11-12 >805 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.54 11-12 >521 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -S Weight: 129 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. B2: 2x4 SP M 31 WEBS 1 Row at midpt 2-15,7-11 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing W2: 2x4 SP No,2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 16=1481/0-8-0 (min. 0-1-12), 10=1481/0-8-0 (min. 0-1-12) Max Horz 16=126(LC 14) Max Upliftl6=-857(LC 6), 10=-857(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-465/321, 2-18=-3715/1917, 3-18=-3647/1930, 3-19=-3240/1797, 4-19=-3175/1808, 4-20=-3027/1790, 5-20=-3027/1790, 5-21=-3089/1777, 6-21=-3155/1766, 6-22=-3668/1935, 7-22=-3736/1923, 7-8=-456/326 BOT CHORD 1-17=-266/482, 16-17=-266/482, 16-23=-450/168, 15-23=-444/176, 15-24=-1805/3550, 14-24=-1803/3557, 13-14=-1504/3019, 12-13=-1507/3027, 12-25=-1766/3575, 11-25=-1769/3571, 11-26=-450/176, 10-26=-455/172, 9-10=-267/473, 8-9=-267/473 WEBS 2-16=-1374/913, 2-15=-1920/3393, 3-15=-298/302, 6-11=-270/295, 7-11=-1930/3424, 7-10=-1382/914, 4-14=-180/457, 5-12=-216/510, 6-12=-790/586, 3-14=-716/548 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) -0-0-9 to 2-11-7, Interior(1) 2-11-7 to 8-9-1, Exterior(2) 8-9-1 to 18-0-15, Interior(1) 18-0-15 to 23-10-9 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 857 Ib uplift at joint 16 and 857 Ib uplift at joint 10. 7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 18J12 H4 r C6 N o -6 HIP 1 1 1 A0037777 6.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:13 2018 ID:nlLJ9JJppMICjtBCuaOg3PySgUj-QgALzRnuVlo8zfwRYGvkTego6HovBNsC 1-8-0 5-4-09-0-0 13-5-0 17-10-0 21-6-0 25-2-0 26-10-0 1-8-0 3-8-0 3-8-0 4-5-0 4-5-0 3-8-0 3-8-01-8-0 Scale = 1:45.9 3.00 12 47 2x4 11 4x7 = 4 5 F 3x4 = 18 5x6 = 5x8 = 5x6 = 3x6 8x10 = 1.00 F12 1-0-0 1-8-0. 5-4-0 9-0-0 9-1-8 13-5-0 17-8-8 17-10-0 21-6-0 1-0-0 '0-8-0 3-8-0 3-8-0 0- -8 4-3-8 4-3-8 0- -8 3-8-0 Plate Offsets (X,Y)-- [1:0-0-1 0,040-1311,1:0-3-0,0-4-1], [4:0-5-4 0-2-0] [6:0-5-4,0-2-01, [9:0-3-0,0-4-11, [11:0-5-0,0-3_11J,13:0-2-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.42 14-15 >671 360 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(CT) -0.59 14-15 >476 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' W2: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 18=1481/0-8-0 (min. 0-1-12), 11=1481/0-8-0 (min. 0-1-12) Max Horz 18=90(LC 10) Max Upliftl8=-908(LC 6), 11=-908(LC 7) 8: PLATES GRIP MT20 244/190 Weight: 129 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-222/425, 2-20=-3215/1844, 20-21=-3162/1849, 3-21=-3145/1853, 3-4=-3673/2204, 4-5=-4130/2544, 5-6=-4130/2544, 6-7=-3640/2200, 7-22=-3166/1860, 22-23=-3183/1856, 8-23=-3236/1852, 8-9=-217/428 BOT CHORD 1-19=-367/227, 18-19=-367/227, 18-24=-559/296, 17-24=-554/299, 17-25=-1702/3081, 16-25=-1700/3086, 15-16=-1947/3484, 15-26=-1952/3499, 14-26=-1952/3499, 14-27=-1962/3524, 13-27=-1962/3524, 13-28=-1707/3103, 12-28=-1708/3099, 12-29=-558/301, 11-29=-563/299, 10-11=-370/223, 9-10=-370/223 WEBS 2-18=-1368/962, 5-14=-430/364, 4-16=-93/356, 6-13=-86/356, 4-14=-493/865, 8-11=-1380/966, 6-14=-485/842, 7-13=-304/604, 3-17=-523/412, 2-17=-1991 /3184, 3-16=-301/639, 7-12=-479/397, 8-12=-2001/3212 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL.=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) -0-0-9 to 2-11-7, Interior(1) 2-11-7 to 4-9-1, Exterior(2) 4-9-1 to 22-0-15, Interior(1) 22-0-15 to 23-10-9 zone; cantilever left and right exposed ;C -C for members and forces & MW FRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 908 Ib uplift at joint 18 and 908 Ib uplift at joint 11. 7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 18J12 'HG1 N O Ch -o HIP GIRDER 1 1 1 I I Job Reference (optional) DALLAS TRUSS CO. LLC., MIAMI, FL. 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:14 2 D:ni LJ9JJppM1 CjtBCuaOg3PySgUj-uOkkAnoXGLw_bpVd6zQzOsNwlhBZwtfQDE 7-0-0 10-8-0 15-3-0 19-10-0 25-2-0 26-10-0 7-0-0 3-8-0 4-7-0 4-7-0 5-4-0 1-8-0 3.001 12 4x7 = 2x4 11 5x12 = 45 = 3 4 1s 5 6 A0037778 Scale = 1:46.0 JX4 - 3x6 = 3x6 11 5x12 = 7X6 = 10 •1 999i�9•• • • sees • 99:09• •see•• • • • - -1-1 1-0-004-0 /-U-u 10-4-0 1 -8 0 15-3-0 5-8-0 3-4-0 -4- 4-7 0 19-7-0 4 4 0 Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD Plate Offsets (X,Y)-- [1:0 -4 -11,0 -2-0],[1:0-2-0,0-0-8],[3:0-5-4,0-2-4],[5:0-5-4,0-3-0],[7:0-1-1 2,0-0-7],[8:0-0-6,0-1-8],[8:0-3-0,0 1 Row at midpt 5-12 0-2-41 [13:0-4-8,0-1-81 be installed during truss erection, in accordance with Stabilizer Installation guide. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.1410-11 >999 360 TCDL 15.0 Lumber DOL 1.33 BC 0.59 Vert(CT) -0.1910-11 >916 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP N0.2 *Except` B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-0-12 N O ,CV 16166-1 LI • 9999•• • • 9 3x4= •s•••• -�16 — 3x6 --o • • •9000• 9999 • 0000 0.000 •• 9999•• • • •• 26-10-00 • • • 0 • ••9e 010-0 3:046 -10,0 -1 -0]p(9 -0;0-0,0-01C], [12-50i3-4 PLATES GRIP MT20 244/190 Weight: 142 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-13 oc bracing. WEBS 1 Row at midpt 5-12 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. (lb) - Max Horz 1=69(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) except 1=-280(LC 8), 8=-158(LC 4), 13=-937(LC 4), 9=-332(LC 5) Max Grav All reactions 250 Ib or less at joint(s) except 1=41 O(LC 15), 8=358(LC 31), 13=1695(LC 1), 9=469(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-369/310, 2-3=-289/319, 3-4=-529/1111, 4-15=-498/1066, 5-15=-498/1066, 5-6=-1583/970, 6-7=-1701/972, 7-8=-1729/946 BOT CHORD 1-16=-279/281, 14-16=-279/281, 14-17=-311/169, 13-17=-311/169, 12-13=-1692/955, 4-12=-420/327, 12-18=-587/1100, 11-18=-587/1100, 11-19=-587/1100, 10-19=-587/1100, 10-20=-827/1587, 9-20=-831/1578, 9-21=-939/1688, 8-21=-939/1688 WEBS 3-14=0/275, 12-14=-272/477, 3-12=-1385/753, 5-12=-2224/1271, 5-11=0/255, 5-10=-283/564, 7-9=-379/392 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 Ib uplift at joint 1, 158 Ib uplift at joint 8, 937 Ib uplift at joint 13 and 332 Ib uplift at joint 9. 7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard A0037779 1BJ12 HG2 HIP GIRDER 2 Inh Roforonra /nntinnall N N O O 21 19 22 5x6 = 2x4 11 7x6 = 3x4 = 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:15 20' I D: n 1 LJ9JJppM 1 CjtBC uaOg3PySq Uj-MC 16N7p91 f2 rDz4gfhxCY3v6M5 UpfGXZSu 1 1 1 19-10-0 22-6-0 25-2-0 , 26-10-0 , 1-8-0 2-8-0 2-8-0 4-2-12 3.00 12 5x8 = 5x12 = 2x4 I I 4x9 = 10 -- I/ 2x4 II 6x10 = 1.00 F12 7 3x4 = 3x8 = 7x6 = 6x10 = 3x4 r 000 . 0• • •••••• 0000 • 0000 0000•• 0000•• 1 Scale = 1:46.1 N O N Ic lm � 66 •166 • • • 270 • 28• ••••It• • • • 4x7= 0000•• 7x10 Y18SHS= • • •••••• 0000 • • •• 0000•• • • 026-10-00 • • • • • • Plate Ottsets (X,Y)-- [1:0-6-14,0-1-0], [1:0-2-0,0-0-8], [1:0-2-4,0-0-0], [2:0-1-12,0-0-7], [4:0-6-0,0-3-0], [5:0-4-12,0-3-4], [7:0-5-8,0-2041, [8:5-3-0,0-1-8]![9�-1-12,0-(1-7] [1b:b-2-0 ,0-0-8] [10:0-5-14,0-0-6] [11:0-5-0,0 4-12] _[12:0-2-6,0-1-121, [13:0-3-8,0-3-81, [15:0-2-0,0-1-8] [17:0-5-0,0-4-0], [19:0-0-0,000] � • LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) 0.66 15-16 >454 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(CT) -0.83 15-16 >358 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -S Weight: 282 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. T2,T3: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP M 26 *Except* B4: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=2329/0-8-0 (min. 0-1-8), 10=-2914/0-8-0 (min. 0-1-8), 11=5858/0-8-0 (min. 0-1-8) Max Horz 1=69(LC 12) Max Upliftl =-1 428(LC 4), 10=-2914(LC 1), 11=-3451(1-C 5) Max Grav 1=2329(LC 1), 10=1742(LC 4), 11=5858(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7625/4519, 2-3=-7568/4517, 3-4=-9646/5744, 4-5=-10997/6550, 5-20=-9931/5854, 6-20=-9931/5854, 6-7=-9931/5854, 7-8=-7122/4206, 8-9=-503/366, 9-10=-474/319 BOTCHORD 1-21=-4273/7134, 19-21=-4273/7134, 19-22=-4325/7240, 18-22=-4323/7244, 18-23=-4376/7328, 17-23=-4375/7331, 17-24=-5651/9609, 16-24=-5651/9609, 16-25=-6447/10997, 15-25=-6447/10997, 14-15=-3988/6969, 13-14=-3988/6969, 13-26=-233/391, 12-26=-234/386, 12-27=-202/274, 11-27=-206/270, 11-28=-489/806, 10-28=-489/806 WEBS 2-19=-246/503, 4-17=-797/1443, 7-13=-107/532, 9-11=-1832/1129, 6-15=-423/368, 7-15=-1953/3237, 5-16=-157/292, 4-16=-1008/1675,5-15=-1206/897, 3-18=-1001/642, 3-17=-1346/2331, 8-12=-2691/1629, 8-13=-4072/6921 NOTES - 1) 2 -ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 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, Except member 17-4 2x4 - 1 row at 0-3-0 oc, member 13-7 2x4 - 1 row at 0-3-0 oc, member 11-9 2x4 - 1 row at 0-4-0 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; HVHZ-; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 18J12 HG2 HIP GIRDER 1 2 A0037779 FORT DALLAS TRUSS CO. LLC., MIAMI, FL. 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:16 2018 Page 2 ID:nt LJ9JJppM1 CjtBCuaOg3PySgUj-gPsUbTpnoyAig7fODOSR5HSH6Vg2OjmjgYng88yNsb1 NOTES - 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1428 Ib uplift at joint 1, 2914 Ib uplift at joint 10 and 3451 Ib uplift at joint 11. 10) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Girder carries hip end with 7-0-0 right side setback, 7-0-0 left side setback, and 6-0-0 end setback. 12) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 736 Ib down and 342 Ib up at 19-7-0, and 736 Ib down and 342 Ib up at 7-3-0 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=1.00 Uniform Loads (plf) Vert: 1-4=-90, 4-7=-105(F=-15), 7-10=-90, 1-19=-20, 17-19=-20, 13-17=-104(F=-84), 11-13=-20, 10-11=-20 Concentrated Loads (lb) Vert: 17=-578(F) 13=-578(F) • • 0000♦• • • 9 •::000 • •00 • • 009:•06 • 0000♦0 0000:• • • • 0:0:00 • • • ♦ 0000 •::• •999• •::♦•f0 ••• • 0 0000• •00 • • • • 000000 • • : • 18J12 J1 MIAMI, FL. Corner Jack $ 1 I Job ID:n1LJ9JJppM1 1-0-0 1018 MiTek Industries, Inc. Wed Oct 31 15:41 Ps UbTpnoyAig7f0DOSR5HSM4VvxOu 0000.. A0037780 1 Scale = 1:6.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) •5 0000.. PLATES 'GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) -0.01 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 000.0• • n/a 3x4- F1 No.3 X 000000 • 0 0000•• 4 --WI Weight: 5 Ib FT = 0% 0.0006 • • • 0000 0000•• • •0000• • • • 0000 0600 16.0• 00.00• 006 • • • 0000• •.•••6 000 • •6••6• 0-11-4 11-0-0 • • • • • 0-11-4 0-0- 12 • • •06 • • Plate Offsets (X Y)-- [1:0-0-3,0-0-91, [1:0-1-10,0-0-10] • • • 6 0. •• • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES 'GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) -0.01 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 5 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 3=114/0-1-8 (min. 0-1-8), 2=-0/Mechanical Max Horz3=-525(LC 18), 2=525(LC 18) Max Uplift3=-67(LC 6) Max Grav3=252(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-97/481 BOT CHORD 1-5=-525/158, 3-5=-525/158 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. 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. NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 Ib uplift at joint 3. 7) This truss has been designed for a moving concentrated load of 200.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 1BJ12 J3 FORT DALLAS TRUSS CO. LLC., MIAMI. FL. 1 CORNER JACK 12 1 Job Reference 8.210 s Feb 23 201 ID:n1 LJ9JJppM1 CjtBCuaOg3PySgUj-qR 3-0-0 1-0-0 5 A0037781 15:49:16 2018 Page 1 Scale = 1:8.9 Plate Offsets(X,Y)-- [1:0-0-10,0-0-13] [1:0-3-0,0-4-1],[2:0-0-7,0-1-121_ 0-0-15,1-2-1],[5:0-0-0,0-1-12] r... •• • •• • • • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLAT • GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL15.0 Lumber DOL 1.33 BC 0.31 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 11 Ib FT = 0% 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. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required crossbracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=34/Mechanical, 4=-11/Mechanical, 5=305/0-8-0 (min. 0-1-8) Max Horz 5=79(LC 6) Max Uplift3=-75(LC 19), 4=-87(LC 19), 5=-237(LC 6) Max Grav3=34(LC 1), 4=202(LC 21), 5=511(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-259/329 NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 Ib uplift at joint 3, 87 Ib uplift at joint 4 and 237 Ib uplift at joint 5. 6) This truss has been designed for a moving concentrated load of 200.OI1b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 18J12 ; J3A CORNER JACK 6 1 Job Reference (optional) A0037782 FORT DALLAS TRUSS CO. LLC., MIAMI, FL. 6.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:17 2018 Page 1 ID:n1 LJ9JJppMICjtBCuaOg3PySgUj-IbQsopgPYGIZSGECn6zgeU_SduJW718svCWDhayNsbC 1-8-0 3-0-0 1 7x10 - 1-0-0 1-8-0 5 1-4-0 • 0000 • 0000 0000•• 0000•• Scale = 1:8.9 0000•• • • • 0000•• 0000•• 0000• 0000• • • • • • • •0— Plate Offsets (X,Y)-- [1:0-0-10,0-0-13 [1:0-3-0 0-4-11 [2:0-1-12,0-0-7], [5:0-7-8 0-3-41 • 0000•• I r• -•-r r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud .4%jATES GRIP : • • • •. TCLL 30.0 1 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.00 5 >999 360 • • MT20 00244J1 90 • ' TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) -0.00 4-5 >999 180 • • BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.08 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 11 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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=-70/Mechanical, 5=385/0-8-0 (min. 0-1-8), 4=13/Mechanical Max Horz 5=79(LC 6) Max Uplift3=-308(LC 19), 5=-314(LC 6) Max Grav3=45(LC 6), 5=644(LC 19), 4=213(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-634/598 NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ;C -C for members and forces & .MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 Ib uplift at joint 3 and 314 Ib uplift at joint 5. 6) This truss has been designed for a moving concentrated load of 200.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 18J12 J5 ICORNER JACK 12 1 1 Ob lil 8.210 s F ID:n1 LJ9JJppM1 CjtBCuaOg3PySq 5-0-0 5 ...... 1-0-0 _1-4-0 5-0-0 • • • • 3-8-0 A0037783 JosvCW Scale = 1:11.3 u2 co LOADING (psf) SPACING- 2-0-0 CSI. v (loc) I/dell L/d • TCLL 30.0 Plate Grip DOL 1.00 0000 • • 0000•• • • •NITW X14/490 • • • • r • Vert(CT) -0.04 4-5 >999 180 *00000 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 17 Ib - FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD .. 0000.• BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 Plate Ottsets (X Y)-- [1:0-2-12,0-0-0],[1:0-1-11 0-7-8] [1:0-0-14,0-2-81, [2:0-1-6,1-3-11 • • • ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d 0000•• • PLI%TES • GRIP ***see TCLL 30.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.01 4-5 >999 360 • • •NITW X14/490 • • TCDL 15.0 Lumber DOL 1.33 BC 0.40 Vert(CT) -0.04 4-5 >999 180 *00000 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 17 Ib - FT = 0% 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. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=136/Mechanical, 4=33/Mechanical, 5=379/0-8-0 (min. 0-1-8) Max Horz 5=121(LC 6) Max Uplift3=-128(LC 10), 4=-8(LC 19), 5=-266(LC 6) Max Grav3=136(LC 1), 4=231 (LC 21), 5=449(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-320/482 NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at joint 3, 8 Ib uplift at joint 4 and 266 Ib uplift at joint 5. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 18J12 J5A C6 6 I? 0 lil INC 1 A0037784 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed Oct 31 15:49:17 2018 Pagel ID:n1 LJ9JJppM1 CjtBCuaOg3PySgUj-IbQsopgPYGIZSGECn6zgeU_RfuG171MsvCWDhayNsbO 5-0-0 3-4-0 •••• 7x10 = 1-0-0 1-8-0 5-0-0 • • • • 3-4-0 Plate Offsets (X,Y)-- Scale = 1:11.3 CP • • ! , a • • •41 • • • • LOADING (psf) c? • CSI. DEFL. in (loc) I/defl L/d TES • GRIP :Gee*: TCLL 30.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.01 4-5 >999 360 •••••• • • 6M-&2 0 • 41244/190 • • TCDL 15.0 Lumber DOL 1.33 BC 0.42 ee -0.04 4-5 >967 180 ' ' ' • • WB 0.20 Plate Offsets (X,Y)-- [1:0-0-10,0-0-13],[1:0-3-0,0-4-1] [2:0-1-12,0-0-7 , 5:0-7-8,0-3-4j • • ! , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TES • GRIP :Gee*: TCLL 30.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.01 4-5 >999 360 •••••• • • 6M-&2 0 • 41244/190 • • TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(CT) -0.04 4-5 >967 180 ' ' ' BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.11 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 17 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 3=98/Mechanical, 5=417/0-8-0 (min. 0-1-8), 4=33/Mechanical Max Horz 5=121(LC 6) Max Uplift3=-120(LC 10), 5=-307(LC 6) Max Grav3=98(LC 1), 5=494(LC 19), 4=233(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-459/561 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 Ib uplift at joint 3 and 307 Ib uplift at joint 5. 6) This truss has been designed for a moving concentrated load of 200.Olb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 70� russ TrussType—Oty Ply 18J12 J7 JACK -OPEN 2 1 N N Q Ca 1 _LC., MIAMI, FL. 8.210 s Feb 23 2018 MiTek Industries, Inc. Wed C I D:n 1 LJ9JJppM 1 CjtBCuaOg3PySgUj-mn_EO9r1 JaQQ4QoPLpVvAiX 3-7-5 7-0-0 3-7-5 3-4-11 4x7 11 7 1-0-0 1-4-0 1-0-0-4-0 A0037785 31 15:49:18 201 Scale = 1:15.1 Plate Offsets (X,Y)-- [1:0-2-12 ,O 0 0> 1:0-1-11,0-7-81,[1:0-0-14,0-2-8] [2:0-1-6,1-3-1]j6:0-2-7,0-1-8 • • • • • • u_•.•_•_� ' • 0000•• LOADING (psf) SPACING- 2-0-0 • • DEFL. in j • gLATES• GRIP • • • 0000•• 0000•• Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.03 6-7 >999 360 •• • • • • BC 0.64 6 0000•• • • ••• • 03x4 — • 0.0000 0000 • Horz(CT) 0.01 4 n/a n/a 5 0000•• • • • • • • • • • • Weight: 29 Ib FT = 0% LUMBER- 0000 0000 09.60 TOP CHORD 2x4 SP No.2 0000•• ••• • 0000• • • • • BOT CHORD 00 00 •• 0000•• • 0000 i • • Plate Offsets (X,Y)-- [1:0-2-12 ,O 0 0> 1:0-1-11,0-7-81,[1:0-0-14,0-2-8] [2:0-1-6,1-3-1]j6:0-2-7,0-1-8 • • • • • • u_•.•_•_� ' 0000•• LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d • • • gLATES• GRIP • • • 0000•• TCLL 30.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.03 6-7 >999 360 • 6IT20 • • 344/190 • • TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(CT) -0.13 6-7 >520 180 000000 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 29 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=159/Mechanical, 6=134/Mechanical, 7=477/0-8-0 (min. 0-1-8) Max Horz 7=164(LC 6) Max Uplift4=-142(LC 6), 6=-57(LC 10), 7=-316(LC 6) Max Grav4=159(LC 1), 6=282(LC 19), 7=477(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-324/141, 2-3=-380/289 BOT CHORD 1-9=-155/329,7-9=-155/329,7-10=-388/329,6-10=-388/329 WEBS 2-7=-315/492, 3-6=-342/403 NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 Ib uplift at joint 4, 57 Ib uplift at joint 6 and 316 Ib uplift at joint 7. 7) This truss has been designed for a moving concentrated load of 200.011b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 18J12 RA N N Q o_ Plate Offsets 1 JACK -OPEN 1-8-0 2-6-8 14 1 IJob Reference (optic. 8.210 s Feb 23 2018 We ID:n1 LJ9JJppM1 CjtBCuaOg3PySgUj-mn_E09r1 7-0-0 A0037786 1:49:18 2018 Pagel ;IG?BsGnDOyNsb? Scale = 1:15.3 rn CP � O 7X10 = 996*7 1-0-0 1-8-0 7-0-0 • • • • 1-6-0 0-8-0 5-4-0 •_• CO - 1:0 -0-10,0-0-13], [1:0-3-0 _•1:0-0-10,0-0-131,[1:0-3-0 0-4-11 [2:0-1-12,0-0-7],[6:0-1-8,0-1-8],[7:0-7-8,0-3-4] • • • LOADING (psf) SPACING- 2-0-0 CSI: DEFL. in (loc) I/defl Ud • PkATES • GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.04 6-7 >999 360 • • • 1< 10 • x44(190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(CT) -0.18 6-7 >345 180 • • • BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.03 4 n/a n/a •• • BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 28 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=163/Mechanical, 7=508/0-8-0 (min. 0-1-8), 6=99/Mechanical Max Horz7=164(LC 6) Max Uplift4=-138(LC 6), 7=-350(LC 6), 6=-47(LC 10) Max Grav4=163(LC 1), 7=508(LC 1), 6=264(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-8=-162/250,7-8=-162/250,7-10=-268/177,6-10=-265/180 WEBS 2-7=-464/621, 3-6=-181/272 NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 Ib uplift at joint 4, 350 Ib uplift at joint 7 and 47 Ib uplift at joint 6. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard FOR STABILIZERS: 10P A 4' 0 '; IN*1Y. MITZI, STAViliZER' TPbs, qRACVW� SfSTEVS P-- �ULsr IT UT'_0 � Oq 2 C, A, 8. A1145 D OP A C I NC, M A 7tRIA CR41,S FOR S T AS fZLf1'3 -RE BE ii.90110ED 47FAISIE ASOW WkEqE S REUJIPt�D A I I! OREA.' A -_.;L: V. A 3t- -EPLA,:; ED Yj I "H WGt_10 b1-CCVNC, 9 RrIO'C C T 'r!vICA,0N, DIAGONAL BRACE c X P�ACVNG19F_OUiRrl) cop, _112110 C': 50R 24' AND 48' 0 C S!NILL OiAGGNAL IS SV F:',:c-'N 7 (One leg of X -bracing shown dashed for drawing clarity. This leg witt require horizontal blocking next to the top and bottom chord so H attaches to the brace plane,) This ff?fONM.96on is provided as a recom.mertda,'ior, io assist in tn� reqLxegl"ent ;or pemnag-'Ent bracing Q1 the individual tluss ,,�eb mernbers. Add,tional bracing, may sli!( be required for the stabiky at t h roof s y�, jcm, i, T he M, et hod $11 -own Hare is i i s? one melhod IM,,it can he used to provide stability against web buc�,fing CONTNUOUS LATERAL 'S�_E NOTE .1' IV 3I Mb Horizontal Blocking I -Z I P.E. JOSE M " (;;'v.�jjSt,,jctu,a1 r -Q -104i Consulting 2 e _,;3010 037-g797 031509) (F1 rida ,x. JANUARY 1, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE Page I of I ;o-, 1410 TM MAXIMUM TRUSS WEB FORCE (Ibs.)(s-eenoli 71 48�0, 72'0,C. •v SAY Sizz; BRACING MATERIAL TYPE I BRACING MATERIAL TYPE 1BRAC!NGMATERIAL TYPE MiTek findust.les. Inc. A B C D A 8 C D i C D I Z 0 342 1572 1572 215" 3143 3 41-15 4715 7074 10 -47 134 2C21 006 1 i79 1179 i68 2.358 2358 1536 losses '8 _0' P,4 11348 1048 1572 311:3 • 4615 20,'_011 805 C43 943 i 414 1886 1886 2829 Bay size shall be measured in between the centers of a pair of diagonals or xtracing. 0••• • e 0 0 eggs • GENERAL NOTES 0*00 e•ggs 00*00 TYPE BRACING MATERIALS lArF.",At 41 0 T��fg of:*** PR1GFES'A_-JA- X 4 IND 45,SYP , 00 so 4S A X 4 02 SRS il)F, Hi't SPP.] A-% APPPDX, 45 AND &HAiLL BE NAU:OAT EAai P4[)A',U EACH WORMED'AT, E07RUSS WITS! 0:., 5'! IV,'R 4P E �0 t3t% a-39OR 2 2- RPACES AND 3 !,)(J;'," r0il CONNECT ATERAL ERACt TO LAO i TRRIro' V711 2 in r r.. 5 yNA11 -, TOP, A L J 8lit rS B 2 X 3 43, STI). CONST t.SPF, OF, HF, OR SYP) L'H PAL OR, _AT�,Rk BRACE SWA;LL BE (XINTOAXIUS N%1) SK 10 WE R!. S. -XAZ AP AT LEAST �Iu' SPACE PDRADtA'K)1VN C 2 X A U3, STD. CONST (SPF, DF Ni', OR SM b �_' 7',t TEV rN PAF'? BRA!G GF- AL "LAT r 00,14N FG I i ANC'Bt,.;" I 1 0.3 (AXE To W,'D PIRAG 10t, FOR H N 6 W AU NGL rjnAiMl11.y )F' a,IEIAL PLA T E V;OC� MJSGrs, FiNTLY PACOUCEDVW, rRV, D 2 X 6 #3 OR BETTER :SPF, DF. HF, OR SYP" REFER TO 3PECFIC TPUS;�E 'W,NDRW4%' FOP WEB V-1SF R Forr,,E B, TABULATED VALUES AirE bASE'D 0`4 A ' Y'A 1 is FOR STABILIZERS: 10P A 4' 0 '; IN*1Y. MITZI, STAViliZER' TPbs, qRACVW� SfSTEVS P-- �ULsr IT UT'_0 � Oq 2 C, A, 8. A1145 D OP A C I NC, M A 7tRIA CR41,S FOR S T AS fZLf1'3 -RE BE ii.90110ED 47FAISIE ASOW WkEqE S REUJIPt�D A I I! OREA.' A -_.;L: V. A 3t- -EPLA,:; ED Yj I "H WGt_10 b1-CCVNC, 9 RrIO'C C T 'r!vICA,0N, DIAGONAL BRACE c X P�ACVNG19F_OUiRrl) cop, _112110 C': 50R 24' AND 48' 0 C S!NILL OiAGGNAL IS SV F:',:c-'N 7 (One leg of X -bracing shown dashed for drawing clarity. This leg witt require horizontal blocking next to the top and bottom chord so H attaches to the brace plane,) This ff?fONM.96on is provided as a recom.mertda,'ior, io assist in tn� reqLxegl"ent ;or pemnag-'Ent bracing Q1 the individual tluss ,,�eb mernbers. Add,tional bracing, may sli!( be required for the stabiky at t h roof s y�, jcm, i, T he M, et hod $11 -own Hare is i i s? one melhod IM,,it can he used to provide stability against web buc�,fing CONTNUOUS LATERAL 'S�_E NOTE .1' IV 3I Mb Horizontal Blocking I -Z I P.E. JOSE M " (;;'v.�jjSt,,jctu,a1 r -Q -104i Consulting 2 e _,;3010 037-g797 031509) (F1 rida ,x. OCT���-� ���V - Nails | . /-xaoo//urauotrust ba ! --- species --and =-- NOTE:-ryctural �s� '�-�' ''`-`~~~~~~^'~~''~~~ - | �� mmo boards with design vu�oa �a����9ua �� . ^^~ r� '-+'��<��� | � . �_q��uv��o`��u^u�xo design values, FL 10 ) _ iFor SYPtruss lumber grades up(o#2with 1X_��cbrmcio Braced- Brace � mm�' � For SYPtmaolumber g�d*aupkz#h 1wi�lx_Bmoo4Bnamo. ' - - | | i JANUARY 1,200q . T'BRACE/|'BRACEDETAIL ST - T -BRACE *M�r* wo,��,00���em - ~ ' wo Page Icd1 Nu��lc ��*n�onhnuoua���|b��ng . ;simpractical. T-8raoe/|'Brace must cover SO9,�«fweb length. Note: This detail NOT mheused mconvert T43raoe/I-Brace . |webs t000nbnunuok$o�(bn�edwaho �/Tex|nuumnoo./no� ' / ` __- NeUmgpa�e� -� -------- Brace Size T . iT�roce size Nail Size Nail Spacing - - �xOne-PlyTmse ' 1x4 or 1xG vp | 1 � ' 8~ o�. � 2x4cx2x6o,2x8 1 1GU | 0 O.C. Specified Coritinuows _ - - --- `--- �o�o4x��en���nnmg °�°°°° No�:NaK �ng���T�k000/�Beoa | - Web �zo--`--'*�t^ 0 °* | (On TwoPly'oNail 10Both Plies) | --�- -0*w * °=°°°^ | 2x3or2x4 | ° ° ^ --- -------- ' 2xG ! --- 0 ° — ` 2x8 T -- - � - - 2x8l-Mice 2x8I-Iftoce °°:° _^-°°° ° °°� ° °*°°° mm� / °+°�*° --°0°°°° ' °°°°#136r000Size ° Wf74m'P{y.Tiuos, '-'-�- ���^�0° ` \\ 0 ~~ ° * / ^ \ \ Rows ofLatenl48�Mg | \ op�u|w8 [---- Web Size ' ` -- ' 2 i ' | 2x3o/2x4 ux� / �x4�8�cn } / . . \ 2^� wsa �, \_ __-- . �2xST�}mne �_ - -��G1��aoe ' ' . 2x8 |2xDT'8�oo �x8|{�aoo J | | / / OCT���-� ���V - Nails | . /-xaoo//urauotrust ba ! --- species --and =-- NOTE:-ryctural �s� '�-�' ''`-`~~~~~~^'~~''~~~ - | �� mmo boards with design vu�oa �a����9ua �� . ^^~ r� '-+'��<��� | � . �_q��uv��o`��u^u�xo design values, FL 10 ) _ iFor SYPtruss lumber grades up(o#2with 1X_��cbrmcio Braced- Brace � mm�' � For SYPtmaolumber g�d*aupkz#h 1wi�lx_Bmoo4Bnamo. ' - - COMP TOP CHORD CONNECTION CONER JACKS - USP (2) MP3 7'-0" JACKS - USP (2) MP3 5'-0" JACKS - (2) 8d NAILS 3'-0" JACKS - (2) 8d NAILS R V-0" JACKS - (2) 8d NAILS T-0" CORNET SET CORNERJACK PARTIAL ROOF LAYOUT MIN. P= 1.4 12 MAX. P=6.5 F 1 3 3'0" BOTTOM CHORD CONNECTION CONER JACKS-SKH26 L/R OR HJC26 MAX 7'-0" JACKS - USP (2) MP3 5'-0" JACKS - (2) 8d NAILS 3'-0" JACKS - (2) 8d NAILS 1'-0" JACKS - (2) 8d NAILS COMMON JACK NOTE: THIS DESIGN HAS BEEN CHECKED FOR 175 MPH WINF LOAD. WALL HGT. 30' MAX PROVIDE FOR UPLIFT AT BEARING WALL CONNECTIONS 925 Ibs LUMBER STRESS INCREASE 1.33 PLATE STESS INCREASE: MINIMUM GRADE OF LUMBER LOADING (PDF) LL 7'-0" 2x4 No.2 SP TOP 30.0 3'-0" 2x4 No.2 SP BOTTOM 10.0 WEB 2x4 No. 3 SP SPACING 24" O.C. Nail design loads: (ACCORDING TO NATIONAL DESIGN SPEC.); FOR GROUP II SPECIES(S.P.) 8d COMMON NAILS = 78 lbs (SHEAR) 10d COMMON NAILS = 94 Ibs (SHEAR) JJr rIMIVUCmo UCJIUN LUHUJ ACCORDING TO MIAMI DADE BUILDING CODE COMPLIANCE OFFICE/PRODUCT ,ONTROL DEVISION) 2T3 HURRICANE CLIP -366 Ibs (UPLIFT 100%) W/ (8) 8d x 1-1/2" N.O.A. No. 07-0306.10 ;LPBF BUTTERFLY HANGER =367 Ibs (UPLIFT 100% & DNWRD w/ (15) 6d N.O.A No. )8-0208-.07 'KH26 L/R = 870 Ibs UPLIFT/900 Ibs REACTION (UPLIFT 100% DNWRD) W/ (12) 16d N.O.A. Jo. 07-0214.20 IJC26 = 1975 Ibs UPLIFT/2020 Ibs REACTION (UPLIFT 100% DNWRD) W/ (28) 16d N.O.A. No. )7-0214.20 MAXIMUN ALLOWABLE LOADS: JACK SIZE T.C. NOTE2 CORNER JACK T-0" 5'-0" T-0" 1'-0" UPLIFT (100%) 365 Ibs 365 Ibs NAILS NAILS NAILS ROOF (125 %) 365 Ibs 365 Ibs NAILS NAILS NAILS T.C. NOTE2 CORNER JACK 7'-0" 5'-0" 3'-0" 1'-0" UPLIFT (100%) .... .. ...... NAILS NAILS !ROOF (125 %) . . . ...... . ...... •. • •• • . • .• • JJr rIMIVUCmo UCJIUN LUHUJ ACCORDING TO MIAMI DADE BUILDING CODE COMPLIANCE OFFICE/PRODUCT ,ONTROL DEVISION) 2T3 HURRICANE CLIP -366 Ibs (UPLIFT 100%) W/ (8) 8d x 1-1/2" N.O.A. No. 07-0306.10 ;LPBF BUTTERFLY HANGER =367 Ibs (UPLIFT 100% & DNWRD w/ (15) 6d N.O.A No. )8-0208-.07 'KH26 L/R = 870 Ibs UPLIFT/900 Ibs REACTION (UPLIFT 100% DNWRD) W/ (12) 16d N.O.A. Jo. 07-0214.20 IJC26 = 1975 Ibs UPLIFT/2020 Ibs REACTION (UPLIFT 100% DNWRD) W/ (28) 16d N.O.A. No. )7-0214.20 MAXIMUN ALLOWABLE LOADS: JACK SIZE T.C. NOTE2 CORNER JACK T-0" 5'-0" T-0" 1'-0" UPLIFT (100%) 365 Ibs 365 Ibs NAILS NAILS NAILS ROOF (125 %) 365 Ibs 365 Ibs NAILS NAILS NAILS T.C. NOTE2 CORNER JACK 7'-0" 5'-0" 3'-0" 1'-0" UPLIFT (100%) 870 Ibs U/1975 Ibs R 367 Ibs NAILS NAILS NAILS !ROOF (125 %) 900 Ibs U/2020 Ibs R 1170 Ibs NAILS NAILS NAILS FLORIDA BUILDING CODE 2014 TRUSS CONNECTORS 77 e * No 31509 STATE OF w 7-30-15 o EWP Hangers TH 1 THDH Face Mount dangers 4 U S P WroSTRUCTURAi.CONNECTbRS k, THD - Medium capacity hanger for LVL, LSL, and PSL beams THDH -- Heavy capacity hanger for LVL, LSL, and PSL beams. Materials: See EWP Face Mount Hangers charts, pages 147.148. r. Finish: G90 galvanizing Options: Rough/ Full sizes available for THD series. TND hangers with widths greater than 3' can have one flange r - inverted with no toad reduction. Specify left (Lt or (R) flange. See Specialty Options chart. Codes: See page 11 for Cade Reference Chart Typical THDH Typical THD Installation: installation Installation • Use all specified fasteners. See Product Notes. page 17. THD - Drive bend line nails Into header at 48" to achieve listed loads. m3 • THDH - Drive joist nails into header at 30° to 45' to achieve �' ° o o • fisted loads. 0.• • • • • Ralsea dimple • • • • • 9E10W5 JO° t3 • • :, • • tSoms mottef tl,3si�gT�; i /.:, o ` �,�� • may wary from, wf • : i • ... lift " bon shvwn • ..-.�-..-..�tt THDH26-2 ..T;j.6ingle... l � lit . . • Drive joist nails Into i Drive bend line nazis header at 30" to 45c'la into header at W lo achieve listed loads achieve listed loads, t7 ��- Typical THDH double Typical THD bend line TND double or larger shear installation nail Installation Specialty Options Chart - refer to Spec alty Options pages 228-229 for additional details. {lpoo�tY, {ISPSeries Slo ed SeaP Sia sit t Sk ?AAa I __ tnvertod Flange _ Not available In widths Range THD 1` to 45° 1' to 45' See Sloped Seat and Skewed less than 3'', Widths greater can have one flange inverted. THDH N,`A 100% of table load. Allowable THD 85% of table load 611% of table load 65� of table toed 65% of table load when nailing into the support Loads members end grain. THDH 85% of table load. 52% of table load 5256 of table load. NIA 50% of table u p lift load: 509!0 of table uplift load. Add SK, angle required, Add SL, slope required, Add 11F,one flange; Ordering THD right (H) or left (t), and and up (tfjor dmvn (f7), See Sloped Seat and Skewed right IR)and left (L): s or bevel cut B uare cut s" f 4 q t to product number. Ex. THDH410-SK45R-8V-SL30D Ex. THD410,-11FR THDH r WA to product number, Ex: THOH410_SL30D Ex. THDH410_SK45R_BV 1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange All skewed THDH hangers have nails on one side aelly. 2) Sloped or sloped 1 skewed hangers with slopes greater than 150 may have additional joist nail,. 3) THDH models - Skewed hangers typically require a bevel cuL A square cut option may be available as a custom. 4) TND models - For skewed hangers, the required cut type {square or bevel) of joist member may vary based an skean angle and width of hangdr. Some square cut hangers will require custom pricing due to welded back plate, New products or updated product information are designated in blue font. Vupon mmoohave been momamea 69% for wind orseismic loads; no further increase shaU%a°- 21Jo�{noU toe /� oda3D"bm4S`ung�tooch�Ve�bxmab��mdnshown. � '° °�^�-� IM:KSP LO 1-T 11'Tyj 1-77, L ,Raw IFIWA _JR0.9f, 00i, iiiy! --i--5/8 2x8-10 THDH28 HGUS28 7-3/16 5 36 16d 121 16d [R595118025i 5,80251114370- 6240 6460 6460 2620 2 x 10 - 12 THDH210 1-5/8 9-3/16 5 46 16d 16 16d 493101 �,98551 L98551,,5400 8110 8730 9150 4225 2-11/16 x 9-11W;1 41, THDH27925 2-3/4 g-'1/8' R! 14 6 1 16dL 512 -,-16d1` 1-9010AF9010111,'90101 4370, '7215 6721511 7215 '12620 1 9M6! '4!9845,11;4370.1 '7905i 11,790511, LZA 1/16 x 14,- 16 :TijDH27l4,' 1,244— r4 t,66' ilil 6d L16 716d J11185 -111770 12165 j54001� 8385, 18880)1192101 -j--3/16 -- 12 16d _-3365' 00101 J9010J 190101 �4370' 7195 7195 7195 2620 3-1/4 x 10-5/8 THDH3212 HGUS3.25/12 jo-5/8 —4 56 16d 14 16d 98453 19845� A98451 T522-5 7880 7880 7880 3055 .9010 1V1 0 i,,4370 ' 7205i i7205!,,s72051 '12620 4x6-8 THDH46 HGUS46 3-9/16 5-3/8 -T-1/8 4 20 16d 8 16d 94375�i,4895: 5245,' , '12340 3710 4150 4400 1680 4 x 8 - 10 THDH48 HGUS48 3-9/16 4 36 16d 10 16d -7360 '7835 �78351 13330,; 6235 6235 6235 2180 4 x 10 - 12 THDH410 HGUS410 3-9116 9-1/8 4 46 16d 12 16d !,,0101 A -M`10' 190101 A370,, 7190 7190 719-0 —26-2-01 4x12-14 THDH412 HGUS412 3-9/16 10-1/2 4 56 16d 14 9845119845 98457875 7875 7875 3 0 5- 5- 4x14-16 THDH41-4 HGUS414 3- 16 9/16 13-1/16 41 66 16d -16d 16 16d _522fi.11 ,l 2510 1 2510 12510 6015' 9705 9705 9705 3365 97861 29855'.�9855'. (q) 2 xl 4, 16' "WH214-73- -!HGUS214.-'3 ril 3-31161 [4 9661 16d 22iGM2,1251M251oAm ,'60151197151 V15- 4625 197,15, 6 x 10 - 12 THDH610 5-1/2 9 4 46 16d 16 16d 8990* !'8990f '8990! 5400 8295 8300 8300 3365 602-14 THOH612 HGUS5.50/12 5-1/2 11 4 56 16d 20 16d 5 10365 10365 10365 :54001 10365 10365 10365 5280 -i—X14 -16 THDH614 HGUS5.50/14 -1/2 13 4 66 16d 22 16d 42510 1,12510 12510 06015-' 9685 9685 9685 4625 1 -!fA§Qj 14370, 7900 8260 8260 2525 HGUS6.88/10 0 00* 08901 HGUS6.88/12 990 Vupon mmoohave been momamea 69% for wind orseismic loads; no further increase shaU%a°- 21Jo�{noU toe /� oda3D"bm4S`ung�tooch�Ve�bxmab��mdnshown. � '° °�^�-� Florida Building Code Online Page 1 of 4 • SCIS Narnt C. Gag h User RegistratM Nat Top:cs Submit Surdcargt Stats a Facts Pbli oo.ls FBC Stat# am Site Map Uni s 5sara Busines Product eadrbApproval eumf Regulation Product AeoraYal Nene,> 1*oeuct ar AoaV s;tt Fn3.rn a ami ;c�,ln� , m. APpltcation Ottall • Fla FL17232,Rt AppliCaC'on Type Revi$jonvlglon Code Version 2014 Applitation Status Approved 'Approved by CBPR, Approvals by DSPR Sha, be reviewed and rat*ccl by t:'Ie PO'Z and/or the Comm`sslon if necessary. Comments • • Archived Q • • • • • • 9000 • • • • •••••• • Product Manufacturer USP 5tructura€Conr.eeton' a MzTek Company 000: • • • • • • • • • AddrnsiPhcna/Email 14305 5outhcrdss Crtve *00000 • • • Suite 200 % see: Burnsvlile, MN 55306 • • • • • • • • • • (952)898.8602 • • • • Icollinsomll.com • • • • • • • • • • • • • •••••• ••• • ••••• Authon2td Signature Im Collins P.E. • • • • • • 000*** jcotlingomd.cam • • • • • •••••• TechWcal Representative Jim Coliint, P,E, • • • • • • Address/Phone/Emaill• !4105 South Cross Dtiva • • • • • • • • • • • • • Suite 20D • • • • • • • • Burnsville, . MN 115306 • • • 1952) 896.5632 • • • Jcollinsomii,tom Quality Assurance Representative Address/Phone/Email Category Subcategory C rpllarxe Method Evaluation Entity Quallty Assurance Entity Quality Assurance Contract Expiration Cate Validated By Certificate of Indeptndence Todd Asche 14335 Southcrott Crive Suite 200 Burnsville, MN 35306 (952) 3911.8602 tascheom'a.com Structural Components Wood! Connectors Evatuat€on Report from a Product Evaluation Entity FCC Evaluation Service, GLC ICC Evaluation Servile 12131/2020 Terrence E. Wolfe P.E Validat?on Checklist - Hardcopy Rettivtd F�i723,� Ri t"OI r'ttiretepn of Inn n nhrrce fqr Ev tL tfen ndf Atftrenced Standard and Year (of Standard) Standard xm AmPA N.Q.S. 2012 ASTM 07147 2011 Equivalence of Product Standards CertiPed By Sections frort the Code http://www.floridabuilding.org/pr/pr app__ dtl.aspx?param=wGEVXQwtDgvOQpGQvtVm... 611702015 Florida Building Code Online Product Approval Method 1,ketbod I Option C Date Submitted 04/06/2015 Date Validated 04a7/2015 Date Pending mcApproval Date Approved 04/1112015 Page 2 of 4 Ft. 0 4,11umbariarName --Description Limits of list Installation Instructions Approved for use outside HVHV yq,% Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A CnthttO by lWepandent Third Party; 04,51911 PCOJOUrt. N/A Evaluation Reports - 17232-2 __71ID26, HI)24.2,'HD34, H044 Face Mount Hanger Limits of Use 3 I&ti*n It"Itructitens' --- Approved for use In HVHLNo 32 A-11 ESE -344S (Fa" 14-ountl-odf 41, Approved for use outside Hi, �rft _U Verified By� !CC Evaluation Service, 4C Is 0 Impact Resistant, N/A Creatcdpy Indeptntlent Third party: # 0 Design Pressure- MIA Evaluation Reports & 41 0 0 0 othor;: L1771 HD26-2, HD28-2, H0210.2, H0212-2. H0214-2, H0216-2, H026-3, H029-3, H0312-2, mD46, Ho4a Limits of Use Installation tastructions Approved for use In HVHZ. Yes FL17ZJg �L 11 ESR-3"5(Faco Approved for use outside "VHZ, Yes Whiled by: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third iatirty� 9 Design Pressure- WA Evaluation Reports other: Qj7j2j,R! Ag 17232,4 H0410, HDA12, H0414, H0416, MD418, Face -Mo-i"anger H066, HD68, HD6,10, H0612, M0614, Limits of Use nstallation Instructions Approved for use in Hvitz: yet EL7232 Rt It Approved for use outside IIVHZ� yes Vorifitid By: &APM0 Uniform E�aluatwn St�jces LLC, IMP&Ct Resistant: MIA Created by InOldc.dcnt Third Party; Design Pressure: NIA Evaluation Reports othav AE 17232,S HOS, 10, "05212, "052K H55216, fact Mount Hinger �A]H0833t'l - 111.1117, Hd7III7, H07100, H07120, 17, H095117 Approved for use, In HVHZ.- Yes !JIZ2�2 Al It Approved for use outside "VHZ: yes Verified by: lAPM0 UAlki, m EvaluatIOR S4!r,!Ces LLC, Impact Resistant; MIA Created by Independent Third PartV� Design Pressure: MIA Evaluation Roper" 172326 4-2, HUS44, RUSZ4.) slant Nall luist Hsll�qtr Limits of U44 Installatio n-Instructione Approved for use In HVHz-. No FL17232 91 It Approved for use outside "VHZ: Yes V Iffled By: ICC Evaluation Service, LLC Impact Rittlistaritt MIA Cet3tEd by independent Third Party: Design Pressure! MIA Evaluation Reports Limits of Uit- installation Instructions Approved (or use in "VHZ. Yes E1,17Z32 al 11 F!jL_jjjjffE=JjLq%4= Approved (or use outside HVHZ: Yes WfUled Oy� ICC Evaluation Service, LLC Impact Resistant: AJA Critated by Independent Third Party; Design PressUrei N/A cv,blubtion Reports othen 41ZZIZ RI At 17232.9 Limits of We InstallatItIon Instructions Approved for use In HVHZ,- No . JA� Approved for use outside HVHZ- Yes Verified BY ICC Evaluation Service, LLC Impact Reslotantl N/A Created by independent Th�,d Party: Design Presaure; WA Evaluation Reports Other- ft.17232 Al. AP FSP -2445 ;Face a§ok,rtj,2gr 172129 X29, JL210 ,. 6/17/2015 Florida Building Code Online Page 3 of 4 Wallits of Use Instructions Approved for use In mvmz.- Yes =,"22"Z 11 w3i-s iface MOMJ)'2d Approved for use outside HVHZ: Yes Verlfitnl By� [CC EvaWaflon Service, LLC Impact Resistant: N/A Created by Independint Third Party� Design I'MISUM N/A evaluation Reports Limits of Use InMilotion Instructiont Approved for use to HVHZ. No ffij�Cl- MgUrttod Approved for use outside HVMZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistisritz N/A Created by Independent Third Party: Design Pressuw N/A Evalubtla" Reports Limits of Use Installation Instructions Approved for use In HVHZ, No ri-lzm Approved for use outside HV"Z, Yes Verified By: ICC Evaluation Strvtce, LLC Impact Resistant. N/A Created by Independ4ilt Third Party: Design Pressure! N/A EVolustion Reports other. &17232_ Ill At ESP -3445 Whrj-��f Limits of Use Installation Instructions Approved for use In "VNZ., Yes FL17232 RI It ISR -3445 (Face Approved for use outside mvmz: Yes Verified BY; ICC Evaluation Service, LLC Impact kasistant* N/A Created by Independent Third Party: Design Pressure: N/A tvaluation Reports soosoo Other. EL17Z44 11 at 17737.13 LGU363, LGU575� MG11363, Girder Hanger JWW25, Limits of Use Installation instruction. Approved for use In HVHZ-. Yo EL17232 Rl 11 Egg -2445 IF-ce 112110tl-qg� Goes o Implott Resistant: N/A Created by I ridepep. dent Third Party: .000 0 0 0 001diltl PrOSSwe. NIA Evaluation Reports UmIts of use I lesion Instructions *00000 0 Approved for use, outside HVHZ: Yes Ve0bed By: fCC Evaluation Service, L&C Impact Resistant: N/A Created by Independent Third Party: Design Pressure', N/A 6valux0on Reports Limits of Use Installation Instructions Approved for us* outside HVMZ� yes Vertfitd BY.- ICC EV611.1atOM SeNlCe, LLC Impact Resistant. N/A Created by Independent Third Party: Design Pressure. N/A Evaluation Reports Limits of use Installation Instructions Approved for use In HVHZ: Yers FL17232 R1 11 Approved for use outside HVHZ� yes Verified By., ICC Evaluation Service, LLC Impact Resistant. N/A Created by Independent Third Patty; Design Pressure: N/A Evaluation Reports Limit$ of Us4 Installation Instructions Approved for us* to HVHZ: Yes Approved for use outside MVHZ. Yes Verified by' ICC Evaluation Service, LLC IMPACt ReSiAtant. N/A Created by Independent Third Party. Design Pressure! NIA rvalustion Rapwu so Approved for use In HVHZ. Yes EL17232 91 11 ftit= MQimtI-29f Approved for use outside HVmZ- yes VerlNed By� TCC Evaluation Service, u� IMPOCt Resistant! NJA Created by Independent Mrd Party� Design Pressure: N/A evaluation Reports EL17232 RI At TMO+126-�JMDH28-3, I'HOH210-1, Face Mount Hanger Florida Building Code Online Page 4 of 4 Design Presautet N/A Evaluation Reports Other: 74Rt AE ESP,344 F M In f Go to Page CI page I 1 2 CiiPtill— VS I':. 1940 North Melte Str t. Tallahatsee tL 31399 Pnana: 954°da' t414: • • • • • 0 • • : • The Stat. of Fb 44 Is an AAiEW ernpieyer..f ;; Pf1VAy StA emelt ±; AC esj, i Sty S1,%jj fSM • gy,(yf2 � • • Under Florida law, efra+i addresses axe pub'k MOMS., It you d9 not wOin your t- gii oddness released in response to a publleReRetdtrZA�est, do notOend ekctrdn''C • • • • • • mad to ten entity. Instead, Contact the onke by phone 9r by eraditlonal moa, if you have Any 9.e%UOn1, pl«ase cantAt2 SSOAS? 1 9 rittant tO Stritln 55.:275 • • (1I. fiartda fitatutei, trf.Givt October 1, 2012, acensaes IiCehsM under hatite:" 455, F,S Must provide the Dtparineri wRh�>♦ It tC%41t they have Cn9: Yha iiMMIs provided may be used for oifitia° sammuniuUOn with the licensee. How.ver ema;i adOressps are public rtccsd- if You do not wish tC supply a pereprlQI MIS, : • • • • PII.-ICA the Department with an emsI odd, els which Can be MAdt Availab4t to tot P.OIK. TO d.tentvre if y*. ora a IKjn.jef di &, nApla, 4s j FF iS ii+, Vt Ci clew, ••!• 0000 0000• product approval Accosts. • • 0000•• ••• • 0000• as •• •• 0400••• • 000900 0 • • • • 0000•• 0000•• • • • 0000•• • •00 • • • • • • • • http://www.floridabuilding.org/pr``pr,,, pp.dtl,aspx?param=wGEVXQwtDgvOQpGQvtVm... 6/17/2015 THDH5212, THOH5214, THDH610, THDH612, TMDH614, THDH26^4, THDH29.4, TH01,16710, THDH6712, THDH6714, THOH7210, THDH72I2, DH7214 Limits of Use Installation Instructions Approved for use in MVHZ: Yes F 1 R ta. as M +f Approved far use outside MVMZ: Yes Verified Hy: ICC Evaluation Service, LLC Impact Resiatantt N/A Created by independent Third party: Design pressure: N/A evaluation Reports Other- W7ZjZ,,Rj a R- 44 f M n f 17232.26 IQ26-2, THDMQ26-3, TMDHQ26.4,W Girder Truss Hanger TMD IQ26.2, THDMQ29.3, THDHQ28.4, THD IQ210.2, TMDHQ2I0-3, THDHQ2€0-4, I 6, THDw S, THDH Oto Limits of Use Installation Instrutth9na" 4, Approved for use in MVMZ: Yes EL€7Za2 p1 XI ESp-3445 (Fare Mt+ w odf Approved for use outside MVHZ: Yes Verified 6y. ICC Evav+etion St"Ice, tLC Impact Resistant: N/A Created by Independent Third Party; Design Presautet N/A Evaluation Reports Other: 74Rt AE ESP,344 F M In f Go to Page CI page I 1 2 CiiPtill— VS I':. 1940 North Melte Str t. Tallahatsee tL 31399 Pnana: 954°da' t414: • • • • • 0 • • : • The Stat. of Fb 44 Is an AAiEW ernpieyer..f ;; Pf1VAy StA emelt ±; AC esj, i Sty S1,%jj fSM • gy,(yf2 � • • Under Florida law, efra+i addresses axe pub'k MOMS., It you d9 not wOin your t- gii oddness released in response to a publleReRetdtrZA�est, do notOend ekctrdn''C • • • • • • mad to ten entity. Instead, Contact the onke by phone 9r by eraditlonal moa, if you have Any 9.e%UOn1, pl«ase cantAt2 SSOAS? 1 9 rittant tO Stritln 55.:275 • • (1I. fiartda fitatutei, trf.Givt October 1, 2012, acensaes IiCehsM under hatite:" 455, F,S Must provide the Dtparineri wRh�>♦ It tC%41t they have Cn9: Yha iiMMIs provided may be used for oifitia° sammuniuUOn with the licensee. How.ver ema;i adOressps are public rtccsd- if You do not wish tC supply a pereprlQI MIS, : • • • • PII.-ICA the Department with an emsI odd, els which Can be MAdt Availab4t to tot P.OIK. TO d.tentvre if y*. ora a IKjn.jef di &, nApla, 4s j FF iS ii+, Vt Ci clew, ••!• 0000 0000• product approval Accosts. • • 0000•• ••• • 0000• as •• •• 0400••• • 000900 0 • • • • 0000•• 0000•• • • • 0000•• • •00 • • • • • • • • http://www.floridabuilding.org/pr``pr,,, pp.dtl,aspx?param=wGEVXQwtDgvOQpGQvtVm... 6/17/2015 U Florida Building Code Online Product Approval Method Date Subm:tted Date Validated Date Pending FBC Approval Date Approved Summary of Produtts Go to Page It Method I Cpk= C D4106fZOIS 04/07/2015 04/ 11/2015 Page 2 of 2 Z-1 (0 0 pellotwo 0 FL 40 Model, Number or Na met Dirstri tion 17232.22 THFI592S,THFi5I12jTHFI5I40, FAft Mount liaN't, THFI 692 5,THFIG 112, T4F ItS 140, THF 17925, THF 17112, TspFI 7140, t"I'20925, lHFZOI 12, THF2014D, THF17157, THF20157,THF2392S. THP23100. UF23%i8, TtiF2jl4O, THF23160, THF25925, THIF25112, ": T ...... J rHF251'."TH'.E92S Limits of Use Installation Instructions Approved for use In HV"Z: No FLL732--Rl 11 Approved for use outside HVHZ: Yes Verified By i [CC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design pressure! N/A Evatuatlon Reporitat Other- EL17211 al AP 17232.22 THFI5925-2, THF)5112-Z. THFIS,40-2, . . . Face Mount Henget . . .• THF1692S-2, THF16112^2, 0 THF16140-2,THW1SI-2, THF2,ms,2, niF20112-2, THF2014Q,2,TIiF23 LBO, 90400 0000 THF2392S.2, THF2310J-2, THrvin-z, 0 0 0 • THF23118.21, THF23140,2, THF23160-2, 0000 *000 THF25925-2, THF2SI12-2, THF2$140.2, jTHlF2S160,2 000000 000 • Limits of Use Installa Ion Instructions 0000*0 Approved for use In HVHZ; Yes " Approved for use outside ll Yes CC e valuation Service, LWD 0 a 0 Impact Realziaott NIA Created by In4tpardent Third fatly, Design Pressure: N/A Evaluation Reports other FL1,2222 KI AE LNa- 4K p - 1723L23 HF261I2, THF26140, THF26160, Face mount Hanger Fli!;92s, Tiros 2, w3s140. 0 0 0 00 0 IT, T-IF35IS7 Limits of Use Installation Instructions Approvatl for use In HVHZ; No EL17232-RR- 44 M Approved for use outisida HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Rasistant., N/A Created by Independent Third Party; Design pressure: N/A Evaluation Roports Other: A ---- -- 17232.24 THF11795, THF117118, T417117141 Mount HaAw THF11716. THF12099, THF1201t a Iract, THF12014, THF12016, TW12395, THF123118, THF12314, THIF!2316, TIM(129925, TW12595, THFU Sit$, F12514, THF12516, I'HF13593 THF335118, THF13514, T)41351� Limits of Use Installation Instructions Approved for use In HVHZ. No FL17232 RI 11 Approved for use outside HvHz: Yes Verified By: ICC Ewlviplon Service, LIC I'ff"P-' Resistant: N/A Created by Independent Thg,d Party: .,gnPr*ssursn N/A Evaluation Reports Other: GD to Page rz- 0 0 Page 2/20 a Contact us jj-G 42fl- wiii,me 323-2 EL'a 'd The Stitt or Flande it an WeEd, employe,,�.h 7�- jgAt?,=M Sjjje,,,in under rionda Ia., e.wl tddmsses 4'. pYbaC rer prdf, If V.0 do not wwt Your do-. WC."d M response to a Y--q-t' 40 rat send elect'anle mail to this entity. Instead, contact the offite by Phow or by tradA!onal hleit. if you have any Q.clu"s, please contact 850.487,1395. * Pursuant to SCCZJCn 05,275 (1). I'londa SIAVItet, effadwt October 1. 2012, horse".J,Ct.tC Under Chapter 455, F.S. Must VrCh,de the Department with an mad oddreit it they he- one The emm is provided may tie used tw off"I'al co...rirat- with the kenItt, Now-Idl OM60 brid'al-el 0+e W111C leeOrd, It you do nor -Mil tO UPD?v 0 Pers -.1 address, please "Id. the DeparIMM with an errad Address whish..an be made .14i'Able to the 000llL, T. determine it vov are 3 btadi" under C:neptrr 455, F.5.. picase, cl.k I=, POW.Ct Apor".1 ArmpW 4N W-5 Et M http:,I/wu,w-floridabuilding.org/pr/pr app_._dti.aspx?param=wGEVXQwtDqvOQpGQvtVm... 6/17/2015 �s �1�1 - I D: crz- P' e ' ��� %'��.� - ' ' �° �-:� �=Y. ,M c ft GENERAL NOTES NOTES GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SETTING TRUSSES RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES Trusses are not marked in any way to identify the Los trusses no estan marcados de ningun modo qua �'I RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES LAS MEDIDAS DE LA INST ALACION DE LOS TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 frequency or location of temporary lateral restraint identifiquelafrecuenciaolocalizad6nderestrlccionlateral10' 3 m) or Diagonal bracing Repeat diagonal bracing and diagonal bracing. Follow the recommendations yarriostre diagonal tempo2/es. Use las recomendaciones j (S)DONT overload the crane. � 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 ISM Refer to 15' 4.6 m)' every 15 truss spaces 30' for handling, installing and temporary restraining de manejo, insta/acion, restriction yarriostre temporal de NO sobrecargue la grua. trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal BCSI-B7*** for more �� / (9.1 m) max. and bracing of trusses. Refer to BCSI - Guide to los trusses. Vea el folleto BCSI-Gula de Buena Pradica bracirg (see below). 5) Install web member plane diagonal bracing to stabilize the first five information. NEVER use banding to lift a bundle. Good Practice for Hand linnc Installing Restraining Para el Man& Instaladon, Restriction yArriostre de los g trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see - Vea el resumen BCS67*** & Bracing of Metal Plate Connected Wood Trusses de Madera Conectados con Placas de Metal*** NUNCA use las ataduras para levantar on paquete. below). 7) Repeat process with groups of four trusses until all trusses are set. I- ! 1. u s*** for more detailed information. para information mos detallada. para mos information. Q A single lift point may be used for bundles of 1) hsta/e los arriostres de Cierra. 2) Instale el primero truss y ate seguramente al arriostre de / Truss Design Drawings may specify locations of Los dcaliza io disene re los trusses pueden especificar tierra. 3) Instale los proximos 4 trusses con restriction lateral temporal de miembro corto (vea top chord pitch trusses up to 45' (13.7 m) and Apply diagonal brace to vertical permanent lateral restraint or reinforcement for las localizaciones de restriction lateral permanente o abajo). 4) Instale el arriostre diagonal de /a cuerda superior (vea abajo). S) Instale arriostre parallel chord trusses up to 30' (9.1 m). webs at end of cantilever and at individual truss members. Refer to the BCSI- hoja r o rg los miembro* %* Para mi del truss. Vea la diagonal para los planos de los miembros secundarius para estabi/ice los primeros cinco trusses 63*** for more information. All other permanent host resumen BCSI-B3*** para mos information. la Use at least two lift points far bundles of top ® vea abaio . 6 Instale la restriction lateral temporal arriostre diagonal Para la cuerda inferior bearing locations. All lateral restraints chord Itch trusses u to 60' 18.3 m WARNING Do not over load supporting ( ) ) p Y g bracing design is the responsibility of the building recto de los disen"os de arriostre* permanente* son la P P ( )and poral- structure with truss bundle. (vea abajo). 7) Rei Este procedimiento en grupos de cuatro trusses hasta que todos los lapped at least two trusses. designer. responsabilidad del disen"ador del edificio. lel chord trusses up to 45' (13.7 m). Use at least trusses estdn insta/ados. *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords three lift points for bundles of top chord pitch iADVERTENCIA! No sobrecargue la /� and 15'(4.6 m) o.c. for 4x2 chords. /� trusses >60' (18.3m) and parallel chord trusses estructura apoyada con el paquete de i = Refer to SCSI -B2*** for more information. ®WARNING The consequences of improperI N STALLI N G e INS / A�CI®N >45'(13.7 m). trusses. Vea el resumen BCSI P / para mos information. (ht -Of -Plane handling, erecting, installing, restraining Puede usar un solo lugar de levantar para pa- Place truss bundles in stable r. Q position. RESTRAINT BRACING FOR ALL PLANES OF TRUSSES • r and bracing can result in a collapse of the me quetes de trusses de la cuerda superior hasta 45' 0 Tolerances for Out -of -Plane. Ott.-of-P#iimb j4ax. Bo' Truss Length structure, or worse, serious personal injury 5-, y trusses de cuerda* aralelas de 30'o menus. Puse paquetes de trusses an una position ': RESTRICCION/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES Tolerancias para Fuera-de-Plano. , P I ry, p p estable. This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses Len Ih -> Max. Be. o/s� -.(ft.) (1s mm(3,84)- • • or death. Use or to mends dos unto* de levantar con --- a T +6ffi ° grupos de trusses de cuerda superior inclinada (PCTs). See top of next column for temporary restraint and bracing of PCTs. Length ` 4' 1' 7/Sr 14.f'j PADVERTENCIA! EI resultado de on manejo, 1 'hasta 60' y trusses de cuerda* paralelas hasta J7 0.3 m 22 mm 4.5 till levantamiento, instalacion, restriction y arrisotre 45: Use por to menus dos punto* de levantar con grupos de trusses de cuerda superior inclinada Este mdtodo de restriction y arriostre es para todo trusses excepto trusses de cuerda* paralelas Max. Bow Le g h incorrecto uede ser la calda de la estructura o - .elm` (PC ) ;:2 ,v 4x2. Vea la parte superior de la columna para la restriction y arriostre temporal de PCTs. Max Bow t 1/2" a 2' 1 16. � P _ mas de 60' y trusses de cuerdas paralelas mas de 45: o 0.6 m • 5.1 m aun peor heridos o muertos. AVLUn01 Exercise care when removing banding and handling trusses to avoid damaging trusses and prevent injury. Wear personal protective equipment for the eyes, feet, hands and head when working with trusses. m JrAY Liblice caute/a a/ quitar las ataduras o los pedazos de metal de sujetar para evitar dano a los trusses y prevenir la henda personal. Lleve el equipo protectivo personal para ojos, pies, manos y cabeza cuando trabaja con trusses. A MU11i Use 9Q,T1)T1_1J Utilice special care in cuidado especial en windy weather or dias ventosos o cerca near power lines de cables eldctricos o and airports. de aeropuertos. Spreader bar for truss HANDLING - "A' MANEJO E= Avoid lateral bending. Evite la Flexion lateral. Use proper rig- Use equipo apropiado ging and hoisting para levantar e The contractor is responsible for equipment. improvisac properly receiving, unloading and storing the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. El contiatista bene la responsabilidad de recibir, descargar y almacenar adecuadamente # los trusses en la obra. Descargue los trusses en la tierra 6so para prevenir el dano. DO NOT store NO almacene Y ' unbraced bundles verticalmente los upright trusses sueltos. Q Trusses may be unloaded directly on the ground at the time of delivery or stored temporarily in`+ contact with the ground after delivery. If trusses tf - are to be stored for more than one week, place blocking of sufficient height beneath the stack of trusses at 8' (2.4 m) to 10' (3 m) on -center (D.C.). Los trusses pueden ser descargados directamente'f - - en el suelo en aquel momento de entrega o ' almacenados temporalmente en contacto con el suelo despues de entrega. St los trusses estaran y guardados para mas de una semana, ponga bloqueando de altura suficiente detris de la pila ® DO NOT store on NO almacene en tierra de los trusses a 8 hasta 10 pies en centro (o.c.). uneven ground. desigual. For trusses stored for more than one week, cover bundles to protect from the environment. Para trusses guardados por mas de una semana, cobra los paquetes para protegerlos del ambiente. :_ ;s, Refer to BCSI*** for more detailed information'_' pertaining to handling and jobsite storage of trusses. ... v Vea el folleto BC5I*** Para information mas decal- 1``:d - lada sobre el manejo y almacenado de los trusses en area de trabalo. 1)TOP CdORD-CUERDASUPERIORn : • 3' 1-1/8" 18. MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSS ^ L m 57 RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Using a single pick -point at the peak can damage the truss. 6 E/ use de on solo lugar en el pito para levantar puede 60' or less hater daiTo al truss. Truss Soon "' Top Chord Temporary Literal Restraint (TCTLR) Spacing Longitud de Tramo Espaciamfento del A_ rriostre Temporal de la Cuerda Superior Up to 30' 10'(3 m) o.c. max. (9.1 m) Asphalt Shingles 30'(9.1 m) - 8'(14 m) D.C. max. 45'(13.7 m) Clay Tile 45' (13.7 m) - 6' (1.8 m) o.c. max. 60' (18.3 m) 60' (i8.3 m) - 4' (1.2 m) D.C.o.c. max. 80' (24.4 m)* E- erg �.. d , Plumb tSbmm 0.9m mm r I Q ./line 1•• 4 1- • 20.6' Tolerances for � ) /' m 4L2.mL 32 mm 6.31111ht • 0 + Out -of -Plumb. 77 5' 1-,f8" 22.9' 1 # Tolerancias Para D/50 max 32 mm) 1.5 m 35 mm 7.0 m) • Fuera-de-Plomada. ( • 1-1/2" 6' • 4-4 25*0+ 94 • •38 1.8 m(38 mm 7.6 m) X3/4" 7' _ 1-3/4" 29g" • 0. CONSTRUCTION LOADING 45 mm 2. Approx. 1/2 CARGA DE CONSTRUCCION 51 mm >_2 Ta line truss leng h G DO NOT proceed with construction until all lateral 9 � TRUSSES UPT0 30' (9.1.), restraint and bracing is securely and properly in place. TRUSSES HASTA 30 PIES NO proceda con la construccidn hasta que Codas las restric- *Consult a Registered Design Professional for trusses longer than 60' (18.3 m). Locate spreader barA,'.chAclones laterales y los arriostres ei colocados en forma ' (3 m) *Consu/tie a un Profess%una/ Registrado de Disen"o para trusses masaro ireader bar above or stinback. max. ''i de 60 pies. p pada y Segura. roe -in _T.. -in mid -height *** / G DO NOT exceed maximum stack heights. Refer to BCSI-B4*** Q See BCSI-Bra for TCTLR options. for more information. Vea el SCSI para las opciones de TCTLR. Spreader bar 1/2 to NO exceda las alturas maximas de monii Vea el resumen "line 2/3 truss length -� • *** BCSI-B4*** para mas information. 9 Spreader bar 2/3 to Refer to BCSI-B3 for TRUSSES UP TO 60' (18.3 m) _� �-- y 3/4 truss length Gable End °rame restraint/bracin TRUSSES HASTA 60 PIES Tagline 9/ A TRUSSES UP TO AND OVER reinforce: C'lt Information. 33 3' �m) (10,1 m Maximum Stack Height - for Material on Truss s Material Height Gypsum Board 12" (305 mm) Plywood or OSB 16" (406 mm) Asphalt Shingles 2 bundles Concrete Block 8" (203 mm) Clay Tile 3-4 tiles high <- TRUSSES HASTA Y SOBRE 60 PIES Para informacidn sobre restriction/ TCTLR d_x •' "_ arriostreirefuerzo para Armazones I=-- - -'' Hold each truss in position with the erection equipment until tap chord temporary lateral restraint * _ Hastiales vea el resumen BCSI-8 10" or r, NEVER stack materials near a peak or at mid span. s installed and the truss is fastened to the bearing points. Note: Ground bracing not shown for clarity. NUNCA amontone los materiales cerca de on Ito. Sostenga cada truss en position con equipo de grua hasta que la restriction lateral temporal de la P Truss attachment cuerda superior este insta/ado y el truss esta asegurado en los soportes. Q Repeat diagonal braces for each set of 4 trusses. required at support(*) DO NOT overload small groups or single trusses. Pir ; Is arri:-�tr•as diagonales para cada grupo de 4 trusses. Section A -A NO sobrecargue pequenos grupos o trusses individuales. INSTALLATION. OF SINGLE TRUSSES BY HAND 2) WEB MEMBER PLANE-PLANODE LOSMIEMBROSSECUNDARIOS RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES 0 Place loads over as many trusses as possible. POR LA NANO LATERAL RESTRAINT & DIAGONAL BRACING ARE Coloque las cargos sobre tanto* trusses tomo sea VERY IMPORTANT posible. Trusses 20 Trusses 30' _ , 0 Position loads over load bearing walls. (6.1 m) or _ (9.1 m) or } iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL Coloque las cargas sobre las Paredes soportantes. less, support less, support at I ! SON MUY IMPORTANTES! - Diagonal near peak. t quarter points. �l bracing CLR splice reinforcement ALTERATIONS - ALTERACIONES ! Truss Member • *** Truss bracing not shown for clarity. Soporte Soporte de ' t �� r0. + rax_ CL Refer to BCSI-S5. cerca al Pico -- - - - - los cuartos Vea el resumen BCSI-BS. *** los trusses E Trusses up to 20' -1, I de bamo las F Trusses up to 30' � Web members � ; de 20 les o a DO NOT cut, alter, or drill an structural member of a truss unless P trusses de 30 y (6.1 m) (9.1 m)�\ i - specifically permitted by the truss design drawing. I menus. Trusses hasta 20 pies pies o menus. Trusses hasta 30 pies NO torte, altere o perfore ningun miembro estructural de un truss, TEMPORARY RESTRAINT & BRACING a" ^� A a menus que este especificamente permitido en el dibujo del disen"o - ---� RESTRICCIO/V Y.4RRIOSTRE TEMPORAL Bottom del truss. I --s ^�-.� �„ � Minimum 2'2x Scab block � s � chords centered over splice. Attach � Trusses that have been overloaded during construction or altered without the Truss Man - Diagonal braces to CIA with minimum B-1 ad ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Top Chord Temporary every 10 truss spaces (O.i35x3.5") nails each side information. r- Lateral Restraint 20'(6.1 m) max. of splice or as specified by the Trusses que se han sobrecargado durante la construction o han sido alterados sin la autor- 10' (3 m) - 15 (4.6 m) Max. Building Designer izacion previa del Fabricante de Trusses, pueden hater nulo y sin efecto la garantia limitada del Vea el resumen BCSI-B2*** mas infor- (TCTLR) Same spacing as bottom Note: Some chord and web members Fabricante de Trusses. made, f chord lateral restraint SECTION A -A �( is .not shown for clarity. Locate ground braces for first truss directly "'Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. r` 3 BOTTOM CHORD - CUERDA INFERIOR n line with all rows of top chord temporary ) To very a non -printing PDF of this document, visit sbcindustry.con i. lateral restraint (see table In the next column). % Lateral Restraints - 2x4x12' Or ^` Truss Member NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (if applicable) are t greater lapped over two trusses professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes it needs Coloque los arriostres de tierra para el primer -90= ` assistance in some aspect of the construction project, it should seek assistance from a competent parry. The methods and procedures or CLR splice reinforce- �` Note: Same chard outlined in this document are intended to ensure that the overall construction techniques employed will ut the trusses into place SAFELY. truss dirde rest icc en linea con cada una de qp menti < �'�� ,�, and Web member* These recommendations with for handling, installing, restraining and bracing trusses are based upon the collective experience of leading as fila* de restriction lateral temporal de la personnel involved w th truss design, manufacture and installation, but must,due to the nature of responsibilities involved, be presented cuerda superior (vea la tabla en la Proxima Brace first truss Bottom` '- . - ` c ,y not shown for only as a GUIDE for use by a de i bu Id ci designer or contractor It is not mended that these recommendationsibe interpreted has e Chord- �. �_ _ clarity. super or to the building designer's design specification for handling, installing, restra ri ng and bracing trusses and t does not preclude the columnar). erection of additional _ ` ty e of other equivalent methods for restranmg/bracing and providing stability for the walls, columns, Floors, roofs and all the Interrelated :- �. structural build -ng components as determined by the contractor. Thus, SBCA and TPI expressly disclaim any responsibility for damages DO NOT Welk On trusses. - ' "� >\ arising from the use, application, or reliance on the recommendations and information contained herein. unbraced trusses. ;- NO Gamine en trusses I� I� :� Diagonal braces every 10 SBC sueltos truss spaces 20'(6.1 m) max. t wocorxusscouxc,t TRUSS PLATE INSTITUTE 10' (3 m) - 15' (4.6 m) max. 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 608/274-4849 • sbcindustry.mm 703/683-1010 • tpinst.org 14,10 A p, B P , SE��O���� D�TNf Gyq�ee,N FORT DALLAS TRUSS COMPANY, LLC. d.b.a. BEST TRUSS COMPANY s z Z FABRICATORS OF ROOF B FLOOR TRUSSES 0000.. 0000.. 0000.. .000: 0000. *:*Be* 0000.. 000000 B . r 7035 SW 44TH STREET MIAMI, FL 33155 CONTRACT # y PH: (305) 667-6797 FAX: (305) 667-0592 1-800-273-1034 ENGINEERING PACKAGE CONTRACTOR,-% / �! �/Z C.%flt��/1 /�� avw ADDRESS: �G 32 I�F� � �'+% �9�1sihX�_// li It o 17 C 0• 00,00. SALES PERSON: Zsg PREPARED BY: 000 00 001c JOB# �`•�f� DWG# ENGINEERING DATE: z/ QfjE SES%�'••'Z- COPIES, RECEIVED BY: DATE: 0 00 PRINT NAME: OK TO RELEASE ENGINEERING. X DATE: NOTE: THIS ENGINEERING IS VALUABLE!! ADDITIONAL CHARGES FOR EXTRA COPIES AND/OR REPLACEMENTS!! M3 /RC REMINDER: ALL CLAIMS OF ERROR OR DEFECTIVE MATERIALS MUST BE MADE TO SELLER PRIOR TO INSTALLATION!! ♦ SgURFS `r� liege ,,.,11" Miami Shores Village g Building Department TES I st 0RIDP' 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 RECEIPT PERMIT #:_ L� 15" SS& DATE: 18 I, contractor ❑ Owner ❑ Architect 11 Picked <SEns nd (other) Address: C CQ':2%2 NE S PC*JC- (Zt> From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL RESUBMITTED DATE: PERMIT CLEARK INITIAL ,eNOR Miami Shores Village Building Department 10050 NE 2"d Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 11/8/18 Permit No.: RC18-556 Project Address: 9632 NE 5T" AVE RD. Page 1 of I 1. THE FINAL SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY ARCHITECT OR STRUCTURAL ENGINEER OF RECORD BEFORE BEING RE- SUBMITTED TO THE BUILDING DEPARTMENT. THE ARCHITECT OR STRUCTURAL ENGINEER OF RECORD MUST SPECIFY THAT THESE SHOP DRAWINGS AND SPECIALTY ENGINEER'S DEIGNS CRITERIA COMPLY WITH HIS/HER ORIGINAL DESIGN AND LOADING CONDITIONS FOR THE DESIGN OF HIS/HER PROJECT SPECIFICATIONS. ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE �sN°R;s y Miami Shores Village Date Denied: 10050 N.E. 2nd Avenue NE Type of Construction: RE -CONFIGURE MASTER SUITE R Occupancy: Single Family Miami Shores, FL 33138-0000 Exterior: Phone: (305)795-2204 �ORIDp Left Setback: Permit NO. RC -3-18-556 Permit Type: Residential Construction Per m i t Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 5/25/2018 1 Expiration: 11/21/2018 Project Address Parcel Number Applicant 9632 NE 5 Avenue Road 1132060170140 DAVID ELIAS HALABU Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell DAVID ELIAS HALABU 9632 NE 5 Avenue Road (305)213-7625 MIAMI SHORES FL 33138- 9632 NE 5 Avenue Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone KMR CONSTRUCTION MANAGEMENT (954)342-3400 (786)299-3840 In Review Valuation: $ 19,196.00 Total Sq Feet: 2250 Date Approved:: In Review Amount Date Denied: $500.00 Type of Construction: RE -CONFIGURE MASTER SUITE R Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: RE -CONFIGURE MASTER SUITE RE Bond Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond $500.00 CCF $12.00 CO/CC Fee $50.00 DBPR Fee $8.64 DCA Fee $5.76 Education Surcharge $4.00 Permit Fee $575.88 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $45.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $54.00 Technology Fee $16.00 Total: $1,481.28 construction and Authorized SianattlF: Owner / Pay Date Pay Type Amt Paid Amt Due Invoice # RC -3-18-66666 03/05/2018 Credit Card $ 200.00 $ 1,281.28 05/25/2018 Check #: 329 $ 1,281.28 $ 0.00 Bond #: 3776 above-named contractor to do the work stated. Building Department Copy / Uontractor / Agent Available Insoections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Structural Review Structural Review Structural Review Mechanical Review Mechanical Review Mechanical Review Plumbing Review Building Review Building Review Building Review Building F. Termite Letter F. Elevation Certificate Review Planning Declaration of Use May 25, 2018 May 25, 2018 2 y��oRiDP' Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. RC -3-18-556 Permit Type: Residential Construction Perm i t Work Classification: Addition/Alteration Permit Status: APPROVED issue Date: 5/25/2018 1 Expiration: 11/21/2018 Project Address Parcel Number Applicant 9632 NE 5 Avenue Road 1132060170140 DAVID ELIAS HALABU Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell DAVID ELIAS HALABU 9632 NE 5 Avenue Road (305)213-7625 MIAMI SHORES FL 33138- 9632 NE 5 Avenue Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone KMR CONSTRUCTION MANAGEMENT (954)342-3400 (786)299-3840 In Review Date Approved:: In Review Date Denied: Type of Construction: RE -CONFIGURE MASTER SUITE R it Setback: Setback: Submitted: Yes gate Date: Fees Due Amount Bond Type - Owners Bond $500.00 CCF $12.00 CO/CC Fee $50.00 DBPR Fee $8.64 DCA Fee $5.76 Education Surcharge $4.00 Permit Fee $575.88 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $45.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $54.00 Technology Fee $16.00 Total: $1,481.28 Occupancy: Single Family Exterior: Valuation: $ 19,196.00 Total Sq Feet: 2250 Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: RE -CONFIGURE MASTER SUITE RE Classification: Pay Date Pay Type Amt Paid Amt Due I Invoice # RC -3-18-66666 03/05/2018 Credit Card 05/25/2018 Check* 329 Bond #: 3776 $ 200.00 $ 1,281.28 $ 1,281.28 $ 0.00 Available Insoections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Structural Review Structural Review Structural Review Mechanical Review Mechanical Review Mechanical Review Plumbing Review Building Review Building Review Building Review Building F. Termite Letter F. Elevation Certificate Review Planning Declaration of Use 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 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating May 25, 2018 1 9), BUILDING PERMIT APPLICATION 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 &BUILDING ❑ ELECTRIC ❑ ROOFING Master Permit No. IL`s-- I Y- 'm6 Sub Permit No. ❑ REVISION ❑ EXTENSION []RENEWAL ❑PLUMBING ❑ MECHANICAL MPLIBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: q65 a, ItIC c,, A& - City: Miami Shores County: Miami Dade Zip: 331 3P Folio/Parcel#: / Is the Building Historically Designated: Yes NO Occupancy Type: R�s���•it%ad: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): eLyf e( 4" 1.4 44 Phone#: 1305—a l3—7A'2i— Address: l ch--?"z wr—`j '�� AD City: )a%Z'w 'k7 fk-reS State: PLS Zip: 3313r� Tenant/Lessee Name: Phone#: Email: �W' ' fl .. G611 CONTRACTOR: Company Nam, e:1 5 MPI-- Phone#: � 3�L -360 w Address: Idglq SR g tt-l0 City: uAr, Qualifier Name: _ State Certification or Registration #: Certificate of Competency P: 3�uz e#: 4-rr.3 �'f77 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: .Lo Value of Work for this Permit: $ /� quare/Linear Footage of Work: Type of Work: ❑ Addition [a' Alteration ij ❑ New ❑ Repair/Replace Q'Demolition Description of Work: t' Ac i'ror 0f �I-eker- c�� S�uc}y QonM . ram .g �c�4 cj s n D�;eJc��( .oaa�. k Specify color of color thru tile: Submittal Fee $ 0� Permit Fee $ 1�'Dan CCF $ CO/CC $ _ Scanning Fee $��Radon Fee $ DBPR $ q� Notary $ Technology Fee $16 --)-co Training/Education Fee $ Double Fee $ '� Structural Reviews $ _ Bond $ • 03 TOTAL FEE NOW DUE $ ag I - (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of NY n k 4 020 ► 8 by day of _ _ MU 20 /19 by H who is personally known to Keu►n M. 2e, fT'Prtq who i personally known o me or ho has produce L7)[ : 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: Sign: Sign: off - /l Print: vi Print: Seal: KAITLYN M ORTAGUS Seal: State of Florida -Notary Public ;,"kWil , KAITLYN M ORTAGUS °4 State go"414 $Commission # GG 2001318 : of Florida -Notary Public ?" Commission# GG 201315 ******Commion��I***** ******************** *s�***1�+RfAI�Yg;��IQYI** ********* March 28, 2022 APPROVED BY ( Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. �/ "COPY OF QUALIFIER'S STATE LICENCES B. ✓ iCOPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. V COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. _ _ _ COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. rA7g.................................................................BUSINESS NAME: 60,A -r, e_l?_0A A�fi .. BUSINESS ADDRESS: I0 Y�`f s� gY CITY lJ� �' STATE �� ZIP 33�Z BUSINESS PHONE:( ) `(L- ADO FAX NUMBER ( ) CELL PHONE (7101 7-0 '-� F41d QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: C K 61V77,2, STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 RAFFERTY, KEVIN MICHAEL KMR CONSTRUCTION MANAGEMENT INC 2042 MADISON ST w HOLLYWOOD FL 33020 - ISSUED: 08130/2016--- -DISPLAY AS REQUIRED BY L -AW - 0 SEQ # L1608300002753 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY - - Florida d Wr STATE OF FLORIDA DEPARTMENT OF BUSINE S.rAND=PR FESSIONAL REGULATION • CONSTRUC : Q 1G BOARD THE GENERAONTRAOR�FIE�RfI(r} I,�S�CERIEIED UNDER THE PROVISt , F TRe484- I`= A TAUTES =l4.NCiik (N -CO�fU a L E „25772 EXPIRATI _'UG 31, 2018 Always verify licenses online at MyFloridaLicense.com Do not alter,this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. Local Business Tax Fbcei pt Miami -Dade County, State of Florida THIS IS NOTA BILL DO NOT PAY 3006038 BUSINESS NAM EILOCATION KMR CONSTRUCTION MANAGEMENT INC DOING BUS IN DADE CO MIAMI, FL 33000 OWNER KMR CONSTRUCTION MANAGEMENT INC r./r1 KFVIN M RAFFFRTY 01 IAI IFIFR Worker(s) 2 RECEIPT NO EXPIRES RENEWAL SEPTEMBER 30, 2018 3142254 Must be displayed at place of business Pursuant to County Code Chapter 8A Art 9 & 10 SEC TYPE OF BUSINESS PAYM196 GENERAL BUILDING BY COLLRECEECTOR BY TAX COLLECTOR CONTRACTOR 86.25 11/28/2017 CGCO25772 0202-18-000944 This Local Business Tax FWA pt only con^rms payment of the Local Business Tax. The Receipt is not a license. permit, or a certi "cation of the holder's qua] i "cations, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The REM PT NO. above must be displayed on all commercial vehicles - Miami- Dade Code Sec Ba -276. M!a.nFoaoe For moreinforrnation,visitwww Www.rniamija0t.gov/tqKgUCC& ��rlpQa0e.gov/taxcQu& �r1 100% rt,i�•sr... JEFF ATWATER`'°" CHIEF FINANCIAL OFFICER STATE OF FLORIDA 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: 1/25/2017 EXPIRATION DATE: 1/2512019 PERSON: RAFFERTY KEVIN M FEIN: 650380481 BUSINESS NAME AND ADDRESS: KMR CONSTRUCTION MANAGEMENT, INC. 1027 S 21 AVE HOLLYWOOD FL 33020 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Fi;rsuarri W Chapter aa0.05(t�, F.S.. � d6te d a carpaatim who elects exempdgr trop, tNs td,apter try filing a certificate of elxtim under this secna, maeyy not retwer hereals a canpenaatim u,dw tlds otwper. PurauarY m Chapter aa0.05(t2), F.S., Cerpticales d elecOm to ba e�rernpt.. epptY �Y wiVdn Mte scope d 9ta dsirnss or trade listed m tl+e rKtlrb d elactim m be exvnpl Porauara to Chapter 440.p5(13). F.S., Noticas d eiecdm :o be e.empt ar# artiNeales d election po he exenpt shall pa subject b fevacJlm if, at ttry lime after the Aling of the notice or the Issuance d the certificate. thn prom rrernee m the rotice a ceraficX,e ro longtr meeb the regtlremeMs d Jas aectlm tar iasuence ar a certir�te. The departmert st>�I :evoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 httPs://aPPS8.flit.com/crremrtvirwvpr/rArx,rrViP.WIWAQMYI?rimr�-4.t„r,,, an7n,3„ua'raoa,m,r,,,.�a,.,n._�,-.,.--.,.,..r ACCORD'® CERTIFICATE OF LIABILITY INSURANCE 7TE (MMA)D/YYYY) 5/9/2018 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 have ADDITIONAL INSURED provisions or 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 Advanced Insurance Underwriters, LLC 3250 N. 29th Ave Hollywood, FL 33020 CONTACT NAME: PHONE s5a-9s3-sass FAX No : 954-963-9776 MDL ADDRESS: INSURE S AFFORDING COVERAGE NAICM V INSURER A: Western World Insurance Company 13196 NPP8432200 INSURED KMR Construction Management, Inc 10424 W State Road 84 Bay #10 Davie FL 33324 INSURER B: INSURER C: INSURER D: INSURER E: INSURER F. COVERAGES CERTIFICATE NUMBER: 41786 57 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUSR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A �/ COMMERCIAL GENERAL LIABILITY V NPP8432200 6/28/2017 6/28/2018 EACH OCCURRENCE $1000000 CLAIMS -MADE 7✓ OCCUR PREMISES Ea occurrence $100,000 MED EXP (Any oneperson) $5,000 PERSONAL 8 ADV INJURY $1,000,000 GEMLAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY F/] JERCT 7 LOC PRODUCTS - COMP/OP AGG $2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED c Ident SINGLE LIMIT $ BODILY INJURY (Perperson) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE $ (Per accident UMBRELLALIAB HOCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? N/A S AT LITE ER E. L. EACH ACCIDENT $ E. L. DISEASE - EA EMPLOYEE $ (Mandatory In NH) H yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS /LOCATIONS / VEHICLES (ACORD 101, Additional Remark* Sch*dule, may be attached It more apace Is required) Blanket Additional Insured applies for ongoing operations under General Liability as required by written contract. Blanket Waiver of Subrogation applies to Certificate Holder when required by written contract. Per Project Aggregate applies to General Liability when required by written contract. Miami Shores Village Bldg Dept 10050 NE 2nd Ave Miami Shores FL 33138 ACORD 25 (2016/03) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Michael Christian ' ® 1988-2015 ACORD CORPORATION. All riehla raararvad The ACORD name and logo are registered marks of ACORD 61786957 1 RMRCO I !faster Certificate I Oudy &lyase 1 5/9/2018 12:44:08 PM (EDT) I Page 1 of 2 ACORO� AGENCY CUSTOMER ID: KMRCO LOC #: ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMEDINSURED Advanced Insurance Underwriters, LLC KMR Construction Management Inc 10424 W State Road 84 Bay #1 b Davie FL 33324 POLICY NUMBER NPP8432200 CARRIER NAIC CODE EFFECTIVE DATE: 6/28/2017 stern Word insurance Company 13196 THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability 03/16 HOLDER: Miami Shores Village Bldg Dept ADDRESS: 10050 NE 2nd Ave Miami Shores FL 33138 Blanket Additional Insured applies for ongoing operations under General Liability as required by written contract. Blanket Waiver of Subrogation applies to Certificate Holder when required by written contract. Per Project Aggregate applies to General Liability when required by written contract. ACUHU TOT (ZUU=T) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ATTACHMENT 41786957 1 XMRCO I Master Certificate i oudy Ely*** 1 5/9/2018 12:44:08 PM (EDT) i Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Comaensation Insurance Exemation 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 -tune employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: n(Ai -A Ow r State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of 2018 ftJ By who is personally known to me o<Es produce as identification. Notary: SEAL: 0.KAITLYN M ORTAGUS State of Florida -Notary Public __! �= Commission # GG 201315 KMR Construction Mgt, Inc. Date: 5/1 // 8 State of FlOricl6L_ County of fYl i n m'% — I Cg dt_ Before me this day personally appeared VPUIn M. who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: Contractor Signature Sworn to (or affirmed) and subscribed before me this / day of Mat,4 20/8 , by Personally knowOR Produced Identification Type of Identification Produced ' Print, Type or Stamp Name of Notary KAITLYN M 0RTAGUS State of Florida -Notary Public Commission M GG 201315 My Commission Expires March 28, 2022 5/17/20:8 Property Search Application - Miami -Dade County e When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change IMPORTANT in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. MESSAGE Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: 9632 NE 5th Ave rd Suite Back to Search Results PROPERTY INFORMATION Folio: 11-3206-017-0140 Sub -Division: MIAMI SHORES SEC 4 AMD Property Address 9632 NE 5 AVENUE RD Miami Shores, FL 33138-2443 Owner DAVID HALABU Mailing Address 9632 NE 5 AVENUE RD MIAMI SHORES, FL 33138 PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ https://www.miamidade.gov/propertysearch/#/ 1/8 5/17/2018 Property Search Application - Miami -Dade County 1 Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/4/0 Floors 2 Living Units 1 Actual Area Living Area Adjusted Area 3,656 Sq.Ft Lot Size 12,636 Sq.Ft Year Built 1937 https://www.miamidade.gov/propertysearch/#/ Map View � Layers 2/8 SINCE 19 8 B . Florida, California, New York, Maine, New Jersey, Louisiana, Pennsylvania, Virginia, Brazil 825 S.E. 8th Avenue DATE: 4/ 06/2018 Suite 101 Deerfield Beach, FL, 33441 Halabu Residence Address: 9632 NE 51h Avenue Rd, • L • • • • 954.427. 1069 Miami Shores, FL 33138 • • • • r A• • • • e Permit # 18-556 • 633 N Franklin Street .,.... , ... Tampa, FL 33602 •r•r•• �e•r•• To: Miami Shores Village •' • • • • 813.318.9100 : . . Building Department + - 10050 NE 2"d Ave, Miami Shores, FL • . • • • • • - Dear Building Reviewer, •.. • .. • a 1031 LaSalle Street •• • Please see attached revised drawings- Revision #1 with answers for comments: Buildina Comments Jacksonville, FL 32207 1- See Note on Plans @ Sheet A2.2 and A2.3 2- See Note on Plans @ Sheet A2.2 and A2.3 3- See Note on Plan @ Sheet A2.2 and A2.3 954.387.2091 4- See Revised Sheet Al.1 5- See Note on Sheet A-2.1 b A 6- See Revised Demolition Plans @ Sheet A2.1 and A2.Ib 7- By GC- see attached 240 Burt Street, #407 8- By Owner- See attached 9- See Product Approvals for all new exterior windows and doors attached Santa Rosa, CA 95407 Structural Comments 1&2- See Notes @ Sheet A2.2, See Manufacturer Product Approvals for all new exterior windows and doors attached and See Design Wind loads @ Sheet A2.2 and A2.3 415 .391. 1080 Mechanical See New Sheet M1.0 with mechanical plan as requested If you have any additional comments or questions, please feel free to contact me at www.Architectl.com 954.427.1069. NCARB 44090 Respectfully, AR0014855 AA2600248 7 C'd et chades Wayne Ferrell ,%R]4855 Toll Free 1. 877.427. 1069 Charles Wayne Ferrell, M.A.A., R.A., NCARB li to i.4 0.5 7 STYLE MAW VOLOR Painted White 0000 . 0000 6060.. 0000.. 0000 0000.. . .0000. 0000 . 0000. 0000.. ... . . . .. .. .. 0000.. . . . . 0000.. 0000.. . 00 0 0000.. . . QUOTE ELATE Apr 053. 2018 t 4 Hfive sxtii ITY Ext.Price q S Wall none, WWMA2 1111402.1C $402.10 *I.1 Applied1 E Er4 JPsnaiiM442*0;k42%4tk d'" MOW WEP1247J4t so*," =445 $ 32.45 1.2 Applied Walt'End Panel (m)12"d X 42 h Let Side "Niotw WEP1242JiL 11, W :4 332.45 2 VA 3864-SS'i?Wood Range Hood - S49nat me 'N R4 4- J5 11*3. *141100 $1184.20 straight 3 WCC -41731 t ices Tritru hte Chir"My Extn 17 Vld 617 1 1,11 :4t 9B`. 9 38". W x 31" ti 4 % X918241 --Standard Wait :< None• W-141.9 1 Ils" =212 3 212332- . ; Increase- Depth To 2i'(4.+p3NWj large W24 1 3123's° '.3i S74,31 F A'v.,�41924L- .•'STs":. None... W2418 1:. *"3�2 '5212,32- E. I Increase Depth, To 24"f+35%1 Nom 1EY24 °4 374.3't $74.31 standard Watt None ?JW2430 ' 17. $;2Q a7. S alt t4ww" VC -44a : 1` M&ftl imm,3212.32 Base Storage Pull-aotA Norte BSPV9 1 W9�82 1. ' S 3712 8 Base SkWe Pun -art +4ai#i 5 149' 1' S t3 2 f: 371:89 10 3. Drams ame 19521. 1 4 t $4. 446 $480.45 III Super Sink Bases, Wire Basket Right S SW&SS-I;U, 11 31 : 18.43 $1378:43 1.2 Vie. Wffite, .. 214. D Waste -can 1 39M.57 .02 S tMM 13 3 Drawer Base 2 1M4,37 $ 706,37 14 FLS30 - FioatingWood'' iie4a )r x 2:5" it x 10" d None pum FLS3q - Floating Wood Shelf 313 w x 2.5" h x 10" d None, i e FL'S30 - floating Wuxi Shelf, 3& Ott x 2.57h x 1 J" d None iso 4 xs+t." 48 S ISO= PORTANT NOTE All prices quoted are valid for 30 days from the original quote date. Pr ores ; re subjectto 3 change Without notice:. Page 1 /3 cliqstudios.com,•0000 000000 6064:0 - - 800�5 7 6.7 930•prioraejuote :000 : Line Measimenwats H&W SKU QTY pricA., 0 Ext#Wae 9 • so***, 17 DlOywashw RetLxn Panel, 5RIgM 0, Right UWR3R 1 tf3.70 se9ii '468,42 se see *see*e ,17A Appl, led Sam Panel - Rlgiht Silk None aEPAi,, 4 so-%.... 45.51 so 18 Finished Pahel 90 X U None F14s.I 6n4.35 Fsirriistkect woe FF480", $1"TO-39 .20 Of4masher tern n Panel �'"-tgft 'Left DVWR3L I tf",Ta 589.42 $69.42 ,WII Applied Base Peel- Left Sic* '#WM Be WI_ W.63 21 Base Wguil HeightDow BI &Fmt 1 33 i i'T5 4111417-07 $1.87.07 22 3 Drawer Owe None 131324 1 30?2.20 3W -V $ X3.36 21 Standard Baae NOM 630 1 35T�.Oe SW20 $348,20 24 Standard Elase *"a 630 I � SW.20 S349.20 28 StancleWd Bay, 624 f 5'7'12 S30412 20 Base Mull Heioht000ii, Right 6I&FHR s3t 1.7 $1117V -20.1 Appf ied Base Panel - R%M IIW16 MDne SPAR 548.53 27 Owe VVI Two Roll W Trap tIune 6444WT-2� 4 $me. i $412,91 $412,91 .28 3 Dralwer Base MW 1, 1 iT.2 S-tof.w $708.37 -tali End RnWwd PsOW*-;% 9 so,AOO*# t!, $1i 33 $125.32 Side 282 Applied Ba!* PUnL4 - te* Ski& M"', MPAL 1, *M $45.53 ,29 ReErigerator Return Pawl *Oto 170.84 30 Refriqerator Rettwn P RW* RR91W 1 MO. *i74,44 $17004 3y unfveml r-111", 1 ns'55 $ IT 13 32 universal Filter 146W tw= 1> 3".55 447-13 $IT13 33 Universal Filkw 3"x 3V OMNI 4 on. 5I7J3 34 Uoivers Fillet 3" X 10"#ihcMe 1:: 9.31 921.16 4121,119 univema I F1 get x 3W "One, 12 1 - 19 S 2-,t " is Univerial'Filler 3'"x 3Cr nuh*- OFM 3ft SI7.13 $17.13 37 Unvrersat Fillet T x W S85,91 32"1.137 N Univeml two;, $21.19 39 universal rAter 7 x 3& M,55 S17,13 $17,13 IMPORTANT NOTE: All pricesquoted are valid for 30;days from the original quote date. Pr qes ;Ire subject to change without notice. Page 2 / 3 cliqstudios.com Line Meastmemerds 40 Univem I Filter 3" x301 41 OF - UnkwW fIfkw4W0WW, Moukft 42 LWOW Fitter As Top 43 Traditional Cm-wn Moldifto, 44 URSIS Filter As, Tqp�hlkgdinq .45 BTK8 - Ume Toe Kick IMPORTANT NOTE: All prices quoted are valid for 30-00,fttim the original quote -date. P" {ire subject to change Without notice. Page 3 / 3 see* • 000000 • 000 S prie" **iuote 0 - VII • 009904, Nines SKU OW pme 999098 None LPF330 1 3ft S17.11:*': 1:. 13 00 00 00 •. None LT -638 4 321S." S111119:4: S! �24. 7 2 • • •0 •.•• 2, "Chit. UFawf I31.18 J410fle *Tpli $15.78 S 8112 SUB TOTAL �$12MIS MUPPING SO.00 TOTAL IMPORTANT NOTE: All prices quoted are valid for 30-00,fttim the original quote -date. P" {ire subject to change Without notice. Page 3 / 3 KMR CONSTRUCTION Name: a V I6 lIl} CA CLbu - Phone Number: (30 j) Q 13 — i &-1 S Contract Amount: KMR Construction Management Inc. 10424 W. State Road 84, Suite 10 Davie FL. 33324 License: FL CGC 025772 Address: 9(P32 AZ 5+" Ave. Pd - Miami .5horpS,.F/• 33/38 Date: Li//010018 D.L#: FLTU1.: For purposes of simplicity, 'Buyer" refers to the beneficiary of conducted work or responsible party for payment as indicated by signing the contract. "KMR" refers to KMR Construction Management Inc. located at 10424 W State Road 84 Suite 10 Davie FL 33324 PAYMENT TERMS: 1. 50% deposit is due with the signing of the contract. 2. A progress payment of 40% of the total contract price due upon arrival of your home on the day of installation prior to any material being installed. The payment must be paid via Credit Card or a Cashiers Check paid out to "KMR Construction Management Inc." 3. A final payment is due immediately following the completion and passing of the final inspection. a. Final payment is described as the total remaining balance. 4. Permit cost vary based on municipality and job. KMR will invoice separately for permits as soon as the cost is known. Payment is due immediately upon receipt. FINANCE PAYMENT TERMS • No material will be ordered until KMR receives a "Notice to Proceed" from the finance company or "PACE Program." • At the completion of the project the buyer within one (1) business day will complete and return all necessary documents to the finance company to approve and release payment to KMR. o Failure to do so will result as a default of payment. • Under any circumstance where the finance company does not pay or refuses to pay KMR the buyer understands and accepts responsibility for the total amount owed to KMR. CONSTRUCTION LIENS ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PSWeewliQ ARE OVJEpMONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU RAVE ALREADYP#41: YQUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRO&C14, ft UMCNTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABQR,Xb4TERIALS OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY VA14E FAILED SPA .-TOORROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT.THAT 5E.POREtAt+Y1RAY1A9NT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YbU WITH XWRrrTEN•Rk1iASE OF .... ....... . KMR Construction Management Inc. 10424 W State Road 84 Suite 10 Dav%F1;333'11 L%fte Pt. CE4 2Fi372 KMR Construction Management Inc. 10424 W. State Road 84, Suite 10 EKAF M R Davie FL. 33324 OUST TILicense: FL CGC 025772 LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. CANCELATION POLICY: The buyer has the right to cancel within three (3) business days of contract signed date. Buyer must notify KMR in writing of intent to cancel by midnight of the third business day. After the third (3rd) business day the buyer is no longer able to cancel. Buyer understands that KMR can only give estimated delivery times for when supplies may arrive. Delay from "estimated" delivery times is not a breach of contract from KMR. Once KMR receives all necessary supplies and material from its manufactures, distributors, and/or suppliers KMR agrees to complete work in a realistic time frame. CONSTRUCTION DEFECT DISCLOSURE CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT IN YOUR HOME. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE, REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. FLORIDA HOMEOWNERS RECOVERY FUND PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE, FLORIDA 32399-0783 (850) 487-1395 What to Expect There will be a need to clean: This is a construction project; there will be dust when we are done. We will do our best to be as neat as possible and clean upon completion. However, it may not be up to your standards as our priority is making sure your windows and doors are completed properly and promptly. There will be a need for some painting: We will leave all surfaces paint ready. You will most likely need to do some touch up painting when we are done. You are more than welcome to talk with our install crews to work out a deal directly with them for any egrappjptiQg Yr labor that may be needed. However, KMR is not responsible or liable for any work other than the work listeddin your centraclwith at. Windowsills: •• ••• •• • • • •• There is a possibility that the windowsills may be damaged during construction..We•nr,%not resppn!ililg for matching existing windowsills. However as a courtesy to our clients we will replace any windov4ill =hat :3 broken of damaged eluringaoostruction with a standard construction grade white marble that is usually available at most hsitie supQply retailers. Oi if you wpyld:rfer a different or custom sill, the customer must provide it during installation of windows whileinstalGcrews are.pn *9.. • *.- KMR - KMR Construction Management Inc. 10424 W State Road 84 Suite 10 DVv%FL••3'33t f LiteKse FI CGZZ2&•/72 0 900 0 0 KMR Construction Management Inc. 10424 W. State Road 84, Suite 10 KMR Davie FL. 33324 SNS i DUTION License: FL CGC 025772 Inspections: Depending on your city, there will be 1-2 inspections. Someone will need to be home during inspections, as the inspector will need access to both the exterior and interior of your home. We cannot control the time frame of your inspections; we can only call for an approximate time frame the morning of. Concealed Issues: Damage to the structure or window bucks is not the responsibility of KMR unless otherwise specified in the contract. KMR assumes it is installing into a structurally sound opening. Any additional requirements by the building department other than removal of previous windows and/or doors to the opening and re In it with the new windows and/or doors will be at an extra charge. Any extra work and/or material less than a total of $ — — in value the owner agrees to pay without having to sign a change order. Any amount greater $ KMR will need approval from homeowner prior to proceeding with installation. Warranties: KMR warranties its labor/installations for a period of twelve (12) months. Each manufacturer has its own warranties on their products. Please ask your sales rep for your specific window manufactures warranties. Warranty is not active until final payment is received by KMR. Final payments cannot be withheld due to incomplete warranty work. Failure to make final payment for any reason once scope of work has been completed minus any warranty work will result in a default of payment. Payment Schedule: Deposit - 41 IQ It5J59 - (Ps- Delivery PSDelivery of Material - 9 -75 3S 8 0 y0 •� Final Payment - #5 , Od3 • 8 t /01- o (Check to be ready on day of final inspection and collected by KMR once final inspection is passed. X OY — Na me Date: 01010018 0018 •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • •pati- �{// 4��LL�B .. .. . .. ... Or KMR Construction Management Inc. 10424 W State Road 84 Suite 10 Da.V%Ft 31`3344 L1Cense FL CC GCWd 72 0 0 ••• 0 0 Eco Window Systems Online I Estimate 192902 1 Printed on 5/17/2018 ESTIMATE KMR CONSTRUCTION MANAGEMENT, INC 10424 W SR84 DAVIE FL 33324 P:954-342-3400 F: 954-342-3400 Prepared By Mike Rafferty Email • • • info@kmrwindows!oom•• ,.. Estimate # Name •,'„' - ••••• • • 192902 David Halabu ;••�•� •� Mark Description Image Qty ',ljrfitPrice •�• subtotal ;.,,•� 01 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $869.09 '•$869.09 Bronze f' Screen: Yes Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS ` Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Egress: 1 st Floor: Yes 12nd Floor: Yes 02 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $793.78 $793.78 Bronze Screen: Yes Size: 25 x 63 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Egress: 1st Floor: No I 2nd Floor: No 03 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $947.83 $947.83 Bronze Size: 53 x 63 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Page 1 of 8 Eco Window Systems Online I Estimate 192902 1 Printed on 5/17/2018 04 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $793.78- • • $193.7$..... Bronze Screen: Yes ••••�• • •• •�•�•• Size: 25 x 63 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS • • """ Glass Color: Bronze • • ; • • • • • ..... Glass Interlayer: Clear • • • •••�•• ••• ••••• ' PSF: +70.0-75.0 .. .. ...... Egress: 1st Floor: No 12nd Floor: No .. 05 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $869.09 . $869.09•••••• Bronze 0• Screen: Yes ; " • .. • • • • • Size: 37 x 50 • Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Egress: 1 st Floor: Yes 12nd Floor: Yes 06 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $579.91 $579.91 Bronze Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 07 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $869.09 $869.09 Bronze Screen: Yes Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Egress: 1st Floor: Yes 12nd Floor: Yes 08 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $579.91 $579.91 Bronze Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Page 2 of 8 Eco Window Systems Online I Estimate 192902 1 Printed on 5/17/2018 09 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $P68.33.... $668.33..... 0 Bronze 0 00 Screen: Yes 0000.. ' .. . 0000.. Size: 24 x 50 • Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS 0 0 0 09000: Glass Color: Bronze 0000 •• ;""' 00000 Glass Interlayer: Clear0 0000.. ... . 0000. PSF: +70.0 -75.0' .. .. .. 0000.0 Egress: 1st Floor: No 2nd Floor: No . .' 10 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $849.09 • Bronze 00000. 0 ,, .,69.09..... ' Screen: Yes f'" • • 0 ' Size: 37 x 50 00000, Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Egress: 1st Floor: Yes 12nd Floor: Yes 11 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $869.09 $869.09 Bronze Screen: Yes Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Egress: 1st Floor: Yes 12nd Floor: Yes 12 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $869.09 $869.09 Bronze Screen: Yes Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Egress: 1 st Floor: Yes 12nd Floor: Yes Page 3 of 8 Eco Window Systems Online I Estimate 192902 1 Printed on 5/17/2018 13 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $,369.09•...$869.O9..... Bronze • Screen: Yes ...... .. . ...... Size: 37 x 50 • Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS • 00 • Glass Color: Bronze • • '•"" .•+•• • Glass Interlayer: Clear ...... ... . ..... PSF: +70.0 -75.0 .. .. • .. ...... Egress: 1st Floor: Yes 12nd Floor: Yes .0 14 Eco Window Systems - Casement Window 500 - L.M.I. XL 2 000000 S899.09 ;..jjZ38.18•0••6• Bronze �•• ;....: Screen: Yes %' • • • • ' Size: 37 x 50 • • • Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Egress: 1 st Floor: Yes 12nd Floor: Yes 15 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $869.09 $869.09 Bronze Screen: Yes Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Egress: 1st Floor: Yes 12nd Floor: Yes 16 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $869.09 $869.09 Bronze Screen: Yes Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Egress: 1 st Floor: Yes 12nd Floor: Yes Page 4 of 8 Eco Window Systems Online I Estimate 192902 1 Printed on 5/17/2018 17 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $.869.09• ... A69.OS..... Bronze • Screen: Yes 0000*0 Size: 37 x 50906:40 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS0000 Glass Color: Bronze ',...' ;"" ` ..... ' Glass Interlayer: Clear ...... ' ... . ..... PSF: +70.0 -75.0 .. .. .. ...... Egress: 1 st Floor: Yes 12nd Floor: Yes 18 Eco Window Systems - Horizontal Rolling Window 200 L.M.I. 1 $993.28 :,,,$$93.28•••"• ' XO Bronze • • • ' :60 000 Screen: Yes Std. Sill 00 0 Size: 74 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -80.0 Egress: 1st Floor: Yes I 2nd Floor: Yes 19 Eco Window Systems - Horizontal Rolling Window 200 L.M.I. 1 $993.28 $993.28 XO Bronze Screen: Yes Std. Sill .. Size: 74 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -80.0 Egress: 1st Floor: Yes 12nd Floor: Yes 20 Eco Window Systems - Horizontal Rolling Window 200 L.M.I. 1 $750.19 $750.19 XO Bronze Screen: Yes Std. Sill Size: 53 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -80.0 Egress: 1 st Floor: Yes 12nd Floor: Yes Page 5 of 8 Eco Window Systems Online I Estimate 192902 1 Printed on 5/17/2018 21 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $579.91 $579.91 Bronze Size: 37 x 50 . Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS 011. "." ' • •. •' Glass Color: Bronze Li . .0 0 , Glass Interlayer: Clear "• • • • PSF: +70.0 -75.0 000000 . , 0 000000 22 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 0.0 $,579.91 00 • • • $579.91 Bronze 00.00. 0000 Size: 37 x 50 .. .. ..0. 0 0 0 0 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS 00000. .. 0000.. • Glass Color: Bronze ' : • Glass Interlayer: Clear :000% 00000. 0 PSF: +70.0 -75.0 . . 0000.. 00 0 23 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $579.91 0 •- x.$'579.91 Bronze Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 24 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $419.02 $419.02 Bronze Size: 24 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 25 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $790.27 $790.27 Bronze Size: 54 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze ED Glass Interlayer: Clear PSF: +70.0 -75.0 27 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $579.91 $579.91 Bronze Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Page 6 of 8 Eco Window Systems Online I Estimate 192902 1 Printed on 5117/2018 28 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $467.66 $467.66 Bronze Size: 37 x 38 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS""� •••••' Glass Color: Bronze . ... , Glass Interlayer: Clear .. 0000.. PSF: +70.0 -75.0 000:0. 29 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1.. �U6.27; • • • $506.2 Bronze • Size: 20 x 380 ,00090 ... .. 0.. 0 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS 0000,, • Glass Color: Bronze • Glass Interlayer: Clear ; • • • • • 0000.. PSF: +7 -75. .. . .. . 0000.. 30 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $306.27 ••4306.27 Bronze Size: 20 x 38 Glass Makeup: 3/16 HS +,090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 31 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $579.91 $579.91 Bronze Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 32 Eco Window Systems - Casement Fixed Window 550 - L.M.I. O 1 $579.91 $579.91 Bronze Size: 37 x 50 Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS Glass Color: Bronze Glass Interlayer: Clear PSF: +70.0 -75.0 Page 7 of 8 33 Eco Window Systems - Casement Window 500 - L.M.I. XL 1 $471.01 $471.01 Bronze Screen: Yes y4Y _ +" Size: 19 x 24 • • . "" •••••• Glass Makeup: 3/16 HS +.090 PVB + 3/16 HS �• "' •� Glass Color: Bronze " •' • • • • Glass Interlayer: Clear • • • • • ' PSF: +70.0 -75.0 • Egress: 1st Floor: No 12nd Floor: No ' • •' • • Comments , Page 8 of 8 Tdttl L%*s • • 33 T Vital li ttrial $'L3769.31 Tac . ..... 0.0Q Ins&?Iatidh •••$V50.Oe Permit Fees $0.00 Other Fees $0.00 Total $25119.31 3 GEN ction INC. Contract 18-204 Date Contract Submitted: May 1, 2018 Client Information: Halabu Residence Phone: Fax: Project Information: Contact: 9632 NE 51 Ave Rd Miami Shores FL, 33138 305-213-7625 Location: 9632 NE 5' Ave Rd Miami Shores FL, 33138 Phone: Email: Contact: Phone: Description: KMR Information: David Halabu 305-213-7625 david@1011c.com Interior modifications Address: Miami -Ft. Lauderdale Office 10424 West State Road 84 Bay #10 Davie, Florida 33324 Tax ID #: General Contractor License #: Representative: Phone: Cell: Fax: Email: Federal Employer/Tax ID # 65-0380481 CGCO25772 Kevin Rafferty 954-342-3400 786-299-3840 954-342-3404 kraffertyna,bellsouth.net KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 - 954-342-3404 fax 0 Additional Project Information A. Project Manager – A Project Manager will be assigned to the job and is responsible for property ."' •. communication, property notices, safety meetings, job scheduling, etc..!,,* 9999 9999.. 906.00 .. • 9999.. B. Days Required to Start – • • • • • • • 9999 9999.. • 9999 9999.. We can start this within one week of city approving . 9999. project plans. 0 ... 9999. • .. 9999.. C. Payment Schedule – ; • 0 •; • 9 • 9999.. • 9999.. • Job Total: $12,000.003 % • 0 • ;... . 9999. .. . .. . . •; • Payment 1: - 50% of contract price due at signing of contract: $6,000.00 • Payment 2 — 50% of contract price due at completion of final permit. $6,000.00 D. Additional Information – The following information can also be provided upon request: • Updated Reference List. • A completed W-9 form. • Copy of general contractor's license. • Original Certificate of Insurance that meets the owner's requirements. • Material and Labor List and Lien Waivers for each payment. • A list of emergency phone numbers for key personnel. • All material safety data sheets (MSDS) that pertain to products we would be using to complete this project KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 – 954-342-3404 fax Scope of work -Demo of kitchen and study Labor and dumpsters included- $3,500.00 0000 • • • 0000 0000.. Run electrical through kitchen, powder room, and study. $3,000.00 00• • 0.0 .' — — 0000.. , .. • 0000.. 0000.. Install kitchen cabinets 1,500.00 ' 0000.. ..�. • 0000 0000.. . 0000. Frame out and hang double door from living room and study $500.000 • • • • • • • •' • 0000. 00 00 .. 0000.. Re -configure plumbing for kitchen and powder room. 2,500.00\ :00:0: •0 •000000 0000.. Set up washer and dryer in the entertaining room. $1,000.00 • • ; • • • •; Total cost to provide above scope of work includes: $12,000.000 E. Supplemental Fees • For additional work performed under instruction of the Owner, Owner's agent and/or Architect/Engineer for work performed directly by KMR Construction Management Inc. A fee of twenty percent (20%) over labor and material exact costs shall be made a part of the original contract. For additional work performed under instruction of the Owner, Owners Agent and/or Architect/Engineer by Subcontractors under the Supervision of KMR Construction Management Inc. A fee of eleven percent (11 %) over the Subcontractors costs shall be made a part of the original contract. Additional Information — All rough material is included in the price. Rough materials is materials such as dry wall, muds, wood, wiring, concrete, frame, plumbing rough, electrical rough, building rough, mechanical rough etc, Exclusions Examples: plumbing and electrical fixtures, appliances, vanities, kitchen cabinets, shower enclosures, bathroom accessories, door knobs, tile, countertop, backsplash. KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 — 954-342-3404 fax CONSTRUCTION DEFECT DISCLOSURE CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTIQN FOR AN:::'- N;;:'.ALLEGED ALLEGEDCONSTRUCTION DEFECT IN YOUR HOME. SIXTY DAYS13EFORE .... YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTWFR PART �• ••••�• TO THIS CONTRACT A WRITTEN NOTICE, REFERRING TO CHAPttXN58, QF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVC-ANO :""' ..... PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLTGED •••.. ••�••' CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER f..O.REPAIR." OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU AR9 NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAYBE MADE. THIR . ARE �' ....;. • STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW AICH•;;•;• ' MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 - 954-342-3404 fax Construction Liens ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL. HANE A •""• RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR-•` : • ... PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. rF'1 Gull •••• CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACT'ORS,. `• SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOk4i.*HO:f9006 ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMEN:EVEN•PP.•0 YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU.Ff L TO • PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A`L;EN 4N • YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY`COUL'D BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS,•OR OTHER•;• SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. Name: Date: Date: KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 - 954-342-3404 fax KMR CoMitruction MANAC C. GENERAL�ON ,TRACTORS Proposal 18-204 Date Proposal Submitted: April 8, 2018 Client Information: Halabu Residence Phone: Fax: Project Information: Location 9632 NE Stn Ave Rd Miami Shores FL, 33138 305-213-7625 9632 NE 5th Ave Rd Miami Shores FL, 33138 Contact: David Halabu Phone: 305-213-7625 Email: david@1011c.com Contact: Kevin Rafferty Phone: 786-299-3843 Description: Interior and exterior renovations KMR Information: Address: Miami -Ft. Lauderdale Office 10424 West State Road 84 Bay #10 Davie, Florida 33324 Tax ID #: General Contractor License #: Representative: Phone: Cell: Fax: Email: Federal Employer/Tax ID # 65-0380481 CGCO25772 Kevin Rafferty 954-342-3400 786-299-3840 954-342-3404 kraffertygbellsouth.net KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 — 954-342-3404 fax RECEIVED APR 112018 Page 1 of 3 Additional Project Information A. Project Manager — A Project Manager will be assigned to the job and is responsible for property communication, property notices, safety meetings, job scheduling, etc... B. Days Required to Start — We can start this project with in two weeks of signed agreement and city has approved the permit. C. Payment Schedule — To be determined D. Additional Information — The following information can also be provided upon request: • Updated Reference List. • A completed W-9 form. • Copy of general contractor's license. • Original Certificate of Insurance that meets the owner's requirements. • Material and Labor List and Lien Waivers for each payment. • A list of emergency phone numbers for key personnel. • All material safety data sheets (MSDS) that pertain to products we would be using to complete this project. This Proposal is based in a walk-thru of the property and a set of preliminary drawings of proposed demolition and renovation work dated 2/27/18 for the intent of creating a budget. This price is not final until the final drawings are submitted and approved by owner and city. KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 - 954-342-3404 fax Page 2 of 3 • Scope of work • Demolition of 0 floor according to drawings • New electrical & Plumbing work as specified on drawings @ 1" floor • This proposal includes install of kitchen cabinets, flooring, and other finished material which will be chosen by the owner. • New stucco work • All interior framing and drywork work • New paint job throughout 1st floor. Additional Information — All rough material is included in the price. Rough materials is materials such as dry wall, muds, wood, wiring, concrete, frame, plumbing rough, electrical rough, building rough, mechanical rough etc, Budget Number based on Plans: $ 32,500. 0 Page 3 of 3 KMR Construction Management Inc. 10424 West State Road 84 Bay #10, Davie, FL 33324 954-342-3400 - 954-342-3404 fax cligstudios.com.. 8 0 0.5 7 6.7 9 3 0 pricing quote Halabu David initial quote David Halabu STYLE Dayton COLOR Painted White QUOTE DATE Apr 05, 2018 Line Measurements Hinge SKU QTY Price Ext.Price 1 Standard Wall None W3542 1 2576. i S402.10 S402,10 1.1 Applied Wall End Panel (cw) 12"d X 47'h Right Side None WEP1242AR 1 554.0 S32.45 S32.45 1.2 Applied Wall End Panel (w) 12"d X 42"h Left Side None WEP1242AL 1 354.99 S32.45 S32.45 WRH3854-SS Wood Range Hand - Signature 2 Straight None WRH3854-SS 1 319fi?Sr S1184.20 S1184.20 WCH1731 Matching Trimmable Chimney Extn 17 3 318"Wx31"H None WCH1731 1 3428.52 5199.09 S196.09 4 W241824L - Standard Wall None W2418 1 5355.8 5212.32 S212.32 4.1 Increase Depth To 24"{+35%) None ID24 1 312385 S74.31 S74.31 5 W241824L - Standard Wall None W2418 1 3'?t538e 5212.32 S212.32 5.1 Increase Depth To 24"{+35%) None ID24 1 si29.85 574.31 S74.31 8 Standard Wall None W2430 1 3445:89 S207.3C S207.38 7 Standard Wall None W2418 1 9555.88 5212.32 S212.32 8 Base Storage Pull-out None 8SP09 1 3819.82 5371.89 S371.89 9 Base Storage Pull-out None 8SP09 1 3819-83 S371.89 S371.89 10 3 Drawer Base None DB21 1 3819-41 5490.45 S490.45 11 Super Sink Bases. Wire Basket Right Side Right SB38-SS-R 1 31139-71 Se;78.43 S678.43 12 Base Waste Basket 21, Double Wastecon None BWBT21 1 59"V S583.02 S583.02 13 3 Drawer Base None DB38 1 5i i".29 5708.37 S708.37 14 FLS30 - Floating Wood Shelf 30" w x 2.5" h x 10" d None FLS30 1 55i i.04 S189.e2 S 188.82 15 FLS30 - Floating Wood Shelf 30" w x 2.5" h x 10"d None FLS30 1 S!H !.04 5188.82 S186.82 18 FLS30 - Floating Wood Shelf 30"w x 2.5" h x 10" d None FLS30 1 3311-94 S18?.e2 S186.62 IMPORTANT NOTE: All prices quoted are valid for 30 days from the original quote date. Prices are subject to change without notice. Page 1 /3 cligstudios.com.. 8 0 0.5 7 6.7 9 3 p pricing quote Line Measurements Hinge SKU QTY Price Ext.Price 17 Dishwasher Return Panel 3" Right Right DUVR3R 1 9 i i 510 Se9.42 S 89.42 17.1 Applied Base Panel - Right Side None BEPAR 1 915.88 S45.53 S45.53 18 Finished Panel 98 X 48 None FPW48 1 5534-33 S200.e0 S 200.80 19 Finished Panel 48 X 48 None FP4848 1 325599 S170.39 S170.39 20 Dishwasher Return Panel 3" Left Left DWR31- 1 5i i515 S?9.42 S69.42 20.1 Applied Base Panel - Left Side None SEPAL 1 375.88 545.53 S45.53 21 Base Wilull Height Doors Left B15 -FHL 1 55i iI9 S187.07 S187.07 22 3 Drawer Base None DB24 1 X2-28 S523.3e S 523.38 23 Standard Base None B30 1 35i799 S348.20 S345.20 24 Standard Base None B30 1 35".68 S34e.20 S348.20 25 Standard Base None 824 1 555 heft S301.12 S301.12 28 Base W/full Height Doors Right B15•FHR 1 Sal i.71 S187.07 S 187.07 28.1 Applied Base Panel - Right Side None BEPAR 1 2?5..E8 S45.!3 S45.53 27 Base W! Two Roll Out Trays None 824 -ROT -2 1 3ee819 St 12.91 S412.91 28 3 Drawer Base None DB38 1 si i".29 S70a.37 S708.37 Tall End Finished Panel 23.25 X 98 Applied Right 28'1 Side None TEFPAR 1 929889 S125.32 S125.32 28.2 Applied Base Panel - Left Side None SEPAL 1 3?5.88 S45.53 S45.53 29 Refrigerator Return Panel 1.5" Left Left RR9CL 1 32844 S170.8t S170.84 30 Refrigerator Return Panel 1.5" Right Right RR98R 1 328414 S170.84 S170.84 31 Universal Filler None UF330 1 328.55 S17.13 S17.13 32 Universal Filler None UF330 1 328'55 S17.13 S17.13 33 Universal Filler 3"x 30" None UF330 1 328.555 S17.13 S17.13 34 Universal Filler 3"x 38" None UF338 1 5255..31 521.19 S21.19 35 Universal Filler 3"x 38" None UF338 1 5353! S21.19 S21.19 3e Universal Filler 3" x 30" None UF330 1 328:55 S17.13 S17.13 37 Universal Filler 3"x 38" None UF338 1 335.3! S21.19 S21.19 38 Universal Filler 3"x 38" None UF338 1 3!t5.3? S21.19 S21.19 39 Universal Filler 3"x 30" None UF330 1 328.55 S17.13 S 17 13 IMPORTANT NOTE: All prices quoted are valid for 30 days from the original quote date. Prices are subject to change without notice. Page 2 / 3 cligstudios.com.. ' 8 0 0.5 7 6.7 9 3 0 " S 12198.19 SHIPPING S 0.00 TOTAL pricing quote Line Measurements Hinge SKU OTY Price Ext.Price 40 Universal Filler 3"x 30" None UF330 1 328.55 S17.13 S17.13 41 UFe9C - Univeral Filler as Base Moulding None UF89e 4 3218.e S131.18 S524.72 42 UFe96 Filler As Top Molding None UFC95 2 321593 S131.18 S262.35 43 Traditional Crown Molding None TCM8 3 3153-2? S91.9A S275.88 44 UFC96 Filler As Top Molding None UFe9e 1 321893 5131.18 S 131.18 45 BTK8 - Base Toe Kia None BTK8 4 32'?53 S1°.78 S 83.12 SUB TOTAL 529321. " S 12198.19 SHIPPING S 0.00 TOTAL S12198.19 IMPORTANT NOTE: All prices quoted are valid for 30 days from the original quote date. Prices are subject to change without notice. Page 3 l 3 KMR Construction Management Inc 10424 W State Road 84, 10 Davie, FL 33324 (954)342-3400 License: FL CGC 025772 David Halabu FL Item Windows & Doors E S T I M A T E Sales Representative Michael Rafferty (954)540-0011 mike@kmr.construction Estimate # 1040 i Date 4/10/2018 _------------------------- ----- ---_-__.__.__ -----.__.__...__.__..._._.__.__.___...._....----______-- Description Qty ; Price '; Amount All windows and doors converted to Imapct windows and 1.00 $25,000.00 $25,000.00 doors install included Sub Total Total S P E C I A L I N S T R U C T I O N S $25,000.00 $25,000.00 �staurant'Equipment Service, Gas Traditional & Instant Water Heater Installations epjgas.servicecorp@yahoo.com 786-229-6311 www.EPJGASSERVICEC0RP.corn Name + L! Contact 1 Service Address: , iti >= V t~ City M1A1-1 t 5111044) State F�— Zip 3 3/32 b Day Work Cell`- Z� 7z� Other/Fax Billing Address: Terms: ❑ COD ❑ CHARGE Meter tl S K P `0Y`7 FiCREDIT CARD Current Reading 0031 City State Zip Natural Gas Propane Gas INSTALLATION TYPE: INSTRUCTIONS: []New Installation ❑W/H Change out ❑COMMERCIAL L(/ RESIDENTIAL ❑Turn On ❑Piainci ❑ Final Appliance ❑ Rough Service' PARTS TO ORDER / APPLIANCE INFORMATION: QTY MAKEIDESCRIPTION MODEL # SERIAL # asl R- 1'1300q777 INSTRUCTIONS:`' • EPJ Gas service corp_ is not responsible for any damages to water lines, cable lines, electrical lines, udliq"— w's. linea and sewer lines in customer's walls or damages caused to the fagade to the front of the building wall the result of penetration for ventilation of gas equipment EPJ Gias service Corp is not responsible for any damages to underground lines, cable lines, sprinkler system, utilities, sewer lines, electrical lines and pool equipment_ PRICE TERMS AND CONDITIONS ALL INSTALLATIONS AND PARTS HAVE A THIRTY DAY WARRANTY. ALL WORK DONE BY ANOTHER SERVICE COMPANY, SERVICE TECHNICIAN, EMPLOYEE ANWOR OWNER OF ESTABLISHMENT OTHER THAN EPJ GAS SERVICE CORP. WILL AUTOMATICALLY VOID ALL WARRANTIES FORTHWITH. THERE SHALL BE ADDITIONAL COSTS & INCREASE IN FEES ADDED TO THE CONTRACT PRICE FOR ALTERATIONS S CHANGES To THE INITIAL SPECIFICATIONS QUOTED. ABSOLUTELY NO REFUNDS ON DEPOSITS, FARTS, OR LABOR. BALANCE FOR WORK PERFORMED WILL BE DUE 30 DAYS, FROM DATE OF INVOICE (DOES NOT APPLY TO C.O.D. CUSTOMER). IF PAYMENT IS NOT RECEIVED, LATE FEES WILL BE CHARGEO, RETURNED CHECKS ARE SUBJECT TO 528.00 SURCHARGE DELINQUENT PAYMENT BEYOND g0 DAYS, INCLUDING LATE FEES, WILL BE TURNED OVER TO A COLLECTION AGENCY. IF AN ATTORNEY IS HIRED FOR LITIGATION, ALL ATTORNEY FEES, AND COURT COST WILL BE PAID BY CUSTOMER. I HEREBY ACCEPT ABOVE PERFORMED SERVICE AND CHARGES AS BEING SATISFACTORY AND ACKNOWLEDGE THAT EQUIPMENT HAS BEEN LEFT IN GOOD CONDITION. Appliance Connect Trip Charge Tum on Charge Deposit Re ular Hours Labor Overtime Hours Labor Parts/ Material Sub Total TOTAL AMOUNT CUSTOMER t SIGNATURE; l DATE: ^' Print NameAu'/W TIME IN: TIME OUT: OFFICE USE ONLY Check number: 7 Amount $:--'3 Date office entered: Cash Amount $: Money accepted by: Technician: Office: Energy Multiservices Corp. Drop Test Certification Florida Building Code Fuel Gas Section 406(IFGS) Inspection, Testing and Purging ]RIc- 406.1 General. Prior to acceptance and initial operation, all piping installations shall be inspected and pressure tested to determine that the materials, design, fabrication, and installation practices comply with the requirements of this code, Owners Information: Name IF-4OV O 11- Tl M & U E Permit Number: -1 -1 Z I y Address: C � City: 1-k i14 (,p-leS State:ZA _ C� Contractor: License Number: Type of Installation: New: Upgrade to Existing: Description work: (Must include test details and include piping and appliances) System Pressure from Meter: C f 5rIf Hybrid system, branch pressure: Water Column: T.0 W•C— Test Duration: jp w�jAj I---.:) i on rac or (Qualifier) Signature Date 151I (�a' 4"--A.-^ Print NamiC State of Florida ftlht' QMMAX— County of Sworn to and subscribed" ore me this C%� day of 20 by: ( Personally Known ) Produced Identification- Type of Identification JUAN DTRINIDAD MY COMMISSION # GG 031349 ;a EXPIRES: September 18, 2020 a,o ;; `•.• Bonded Thru Notary Public Unden axis Office: (305) 796-2270 Email: energymultiservices@yahoo.com State Lic. 4 28607 3277 NW 100 Street. Miami, FL 33147