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RC-15-1343 (3)g Miami Shores Village `S�oRes 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 �LOR1Dp Permit No. RC-6-15-1343 Permit Type: Residential Construction Work Classification: Garage Enclosure Permit Status: APPROVED Issue Date: 9/22/2015 1 Expiration: 03/20/2016 Project Address Parcel Number Applicant 9730 NE 5 Avenue Road 1132060171470 Miami Shores, FL Block: Lot: JOHN & MARIE PERIKLES Owner Information Address Phone Cell JOHN & MARIE PERIKLES 9730 NE 5 Avenue Road (786)236-0254 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone MAT CONSTRUCTION (305)785-7107 proved: In Review Date Approved:: In Review Date Denied: Type of Construction: GARAGE CONVERSION INTO MAS Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond $500.00 CCF $132.60 CO/CC Fee $150.00 DBPR Fee $99.07 DCA Fee $99.07 Education Surcharge $44.20 Miscellaneous Fee $200.00 Permit Fee $6,604.14 Plan Review Fee (Engineer) $80.00 Plan Review Fee (Engineer) $160.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $87.00 Technology Fee $176.80 Total: $8,452.88 Valuation: $ 220,138.00 Total Sq Feet: 4073 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-6-15-55819 09/22/2015 Credit Card $ 8,092.88 $ 360.00 06/03/2015 Check #: 103 $ 360.00 $ 0.00 Bond #: 2848 Available Inspections: Inspection Type: Review Plumbing Review Plumbing Review Plumbing Review Structural Review Electrical Review Electrical Review Planning Review Building Review Building Review Building Review Building Review Building Review Structural Review Structural Review Mechanical Review Mechanical 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 t� foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructioJLandzpning. Futhermore, I orize the above -named contractor to do the work stated. September 22, 2015 Authoy&ed Signature: Owner' / Applicant / Contractor / Agent Date Building Department Copy September 22, 2015 1 rv�aCA6 t BUILDING PERMIT APPLICATION Miami Shores Village RFC-'r'JVED Building Department SEP 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: -- Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC20l� Master Permit NoW.1-11� BUILDING ❑ ELECTRIC ❑ ROOFING Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP C�'q ✓`' (� L �CCOrNTRACTOR DRAWINGS JOB ADDRESS: I �I V 1 a I City: `Miami ShoresCounty: Miami Dade Zip: Folio/Parcel#: I 3206 0 11 1 Ll -7 D Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder):y)A eo ti Phone#:- 4 rl nix-j-\ A jr- r--An A- —o ✓) _ 1 - --1 Address: City: Tenant Email: CONTRACTOR: Company Name: \ Address:Za33 S W �-ov'n 4v City: vc ��-.�►r� Qualifier Name: State Certification or Registration #: L DESIGNER: Architect/Engineer: State: ry Zip: ne#: ( Phone#: Certificate of Competency #:� Q Address: City: State: Zip: Value of Work for this Permit: $ _ � Square/Linear Footage of Work: Q13 Type of Work: ❑ Ad dition c �ion E Alteration El New ❑ Repair/Replace ❑ De olition Description of Work: P/' c l� t^ L 1 0 i`i C' h J l U\ �"v i cu � (r Specify color of color thru tile: Submittal Fee $ 2c3�� •� Permit Fee $ CCF $ CO/CC Scanning Fee $ _ a- 0C2 Radon Fee $ �DBPR $ Notary $ Technology Fee $ 176• 90 Training/Education Fee $ /7 41• 2-D Double Fee $��rr�� !!�� Structural Reviews $ IA60 100 Bond $w ` W TOTAL FEE NOW DUE $ (Revised02/24/2014) �i � �� • n r 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 reinspecti a will be charged. 'T Signature Signatur ` OWNER or AGENT CONTRACTOR The foregoing instru ent was acknowledged before me this day of 20 by who i4 Cersonally known me or who has produced Sign; as The for going inst m t was acknowledged before me this day of 20 by o who' ersonally kn to me or who has produced as identifica:k�nd who did take an oath. NOT, P Seal: LORETTA COMES tR, MY COMMISSION *EE181658 EXPIRES: MAR 21, 2016 * **«****************** "dHetff dolotV►t 110181ea *************** � A Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk CELL PHONE (j X ) qO � ZA D J k QUALIFIER'S LIC NUMBER: r C-N 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 CON RACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form a (dContractor 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. BUSINESS NAME: C d c'� BUSINESS ADDRESS: 2d`Sj) CX'CITY U' STATE 1 ZIP 33 BUSINESS PHONE: ( ,yb ) 1, 3 -7 to-7 FAX NUMBER ( ) QUALIFIER'S NAME: r 4-k\ fi C - k 0$35 1 F STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ,. ' CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 TAMAYO, MARIO MAT CONSTRUCTION 20335 WEST COUNTRY CLUB DR APT 2303 AVENTURA FL 33180 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487-1395 MaSTATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC 1510883 . ISSUED: 07/09/2014 CERTIFIED GENERAL CONTRACTOR TAMAYO, MARIO MAT CONSTRUCTION VW IS CERTIFIED under the ovi ns Ch.489 FS. Expiration date : AUG 31. 2016 L1407030001245 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTIO DUSTRY LICENSING BOARD CGC1510883 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 4W F Expiration date: AUG 31, 2016 TAMAYO, MARIO MAT CONSTRUCTION .20335'WEST COUNTRY CLUB, DR APT 2303 AVENTURA FL 33180 ISSUED: 07/09/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1407090001245 )12002 Local Business Tax Receipt Miami -Dade County, State of Florida THIS IS NOT BILL - DONOT PAY 6139844 BUSINESS NAME/LOCATION MAT CONSTRUCTION 20335 W COUNTRY CLUB DR 2303 AVENTURA FL 33180 RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2015 6403026 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS t CIASA ENGINEERING USA INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED CGC1510883 BY TAX COLLECTOR Worker(s) 1 $45.00 07/15/2014 ECHECK-14-139783 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a License, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT -NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.gov/taxcollector "A •S CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 06/19/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND 'THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(::). PRODUCER CONTACT NAME: MIRIAM MESA First Insurance Group PHONE — (05 21__7878 _ I_FAX. _-7090WC.;,.No. Ext): (305 554 _ 10967 SW 40 St E-MAIL rrodri 523 aol.com 8 miriamLcAm ADDRESS: _ mesaaog ia _ Miami, FL 33165 INSURER(S) AFFORDING COVERAGE — NAIC S Phone (305)221-7878 Fax (305)554-7090 _ INSURER A: INTERNATIONAL INSURANCE COMPANY INSURED INSURER B : _ CIASA ENGINEERING USA, INC DBA MAT CONSTRUCTION INSURER C: 20335 W. Country Club Dr. #2303 INSURER_D : AVENTURA, FL 33180- INSURER E: INSURER F : COVERAGES CERTIFICATE NUMBER: _ REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, _ EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ INSR ADD SUBR POLICY EFF POLICY EXP LTR I TYPE OF INSURANCE _ — JADI WYD I _ POLICY NUMBER _____. (MMIDD/YYYY) (MMIDDIYYYY) _ LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY U CLAIMS -MADE ❑ OCCUR U GEN'L AGGREGATE LIMIT APPLIES PER POLICY ,-_JECT LOC AUTOMOBILE LIABILITY 1_ 1 ANY AUTO r—j ALL AUTOS OWNED r] SCHEDULED AUTOS HIRED AUTOS L7j AU OS -OWNED U UMBRELLA LIAR OCCUR EXCESS LIAB CLAIMS -MADE L I D_ED U RETENTIONS _ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH If yes, describe under DESCRIPTION OF OPERATIONS below NIA IG06AO02875 01 103/15/2015 103/1512016 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attacrl(�18T1ltedditional Remarks Schedule, it more space is required) GENERAL CONTRACTOR LIABILITY 0 % c+ 0 17NC� X914 ��. M 9&j v 30S CERTIFICATE HOLDER MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES VILLAGE FL 33138 ACORD 25 (2010/05) QF EACH OCCURRENCE S 1,000,000.00 DAMAGE TO RENTED PREMISES (Ea occurrence)— S 1 0� MED EXP_ (Any one person _S 5,000.00 PERSONAL & ADV INJURY_ S 1,000,000.00 GENERAL AGGREGATE S 2,000,000.00 PRODUCTS - COMP/OP AGG S 2,000,000.00 S COMBINED SINGLE LIMIT (Ea accideng _ $ BODILY INJURY (Per person) S S S BODILY INJURY (Per accident) PROPERTY DAMAGE {Per accideno— S S EACH OCCURRENCE AGGREGATE S S E L. EACH ACCIDENT $ E L. DISEASE - EA EMPLOYE S E.L DISEASE - POLICY LIMIT S CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. -- - — I AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JEFF ATWATtR 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: 4/3/2014 PERSON: TAMAYO FEIN: 651157831 BUSINESS NAME AND ADDRESS: CIASA ENGINEERING USA INC MAT CONSTRUCTION 20335 W. COUNTRY AVENTURA EXPIRATION DATE: 4/2/2016 MARIO FL 33180 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 MAT 001497RUMODN September 3, 2015 State of Florida County of Miami Dade 20335 W. Country Club Or. #2303 Aventura, Ft 33180 Ph. (305)785-7107 Fax (954)337-7666 E-tr-�J: etcon�trxsc c. vo.co;rs raar_-�.s-�.sc:zstrrs.ca�a CGC 1510883 Before me, this day personally, appeared Mario Tamayo who, being duly sworn, deposes and says. That he will be the only person working on the project located at: 9730 NE a Avenue Road, Miami Shores, Florida 33138 Sworn to (or affirmed) and subscribed before me this 310 day of September 2015 by Personally know, Or produced identification Type of identdiication produced 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' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Sig Owner State of Florida County of Miami -Dade c The foregoing was acknowledge before me this �:day of 20 J _Y - ' By h I-� who i ersonally kno o me or has produced Z ye' L1) q.;_-(03 - 1 ZS a)s identification. SEAL: LORMA COMES W COMMISSION #EE181658 Bonded through 1 at State Insurance T3fiJ .RtSltit;lf:f ;4 .'HLY:..AQ-tlt, 3.na r BtSwS'J. Q'Wimvrt, EEw. .lj(:L1if.55:. fVatfltxur g; Frsz2s»xinx2�n�.�ral.1:.F?. 9333 NE 2poAw„ Wu MM 4CARKA3: $eo? S. e'.i` w mcr r rwI D`?ilTi t6O trcver:y .ppm..; ua Dsroa?t r omil 5;ation number: 1 3 aWO-0? 1,1470 TAUS T E9s DEED CFN. 20150123280 BOOK 29514 PAGE 785 DATE:02/25/2015 10:28.35 AM DEED DOC 3,990.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY ,;twvu a.,maB von, Jr., a7 trta1'r ed nww: result✓ at 1,40 kc.1h "rm* Driver .mwth W=, k 33:91 and Linda ti13tm Johnson, amrasriodwamaW 30%Foci Cimlis.. ackscrna•ii`z fL32157,dnsfftdd638f1��ri�fes'ft�t«�aeya€9h9.1atsttts�? Hatm6a, fa it 1987 lkua�us� 13, �s�4�, she e�A : r refetrecf i �s Cr , lEce"`l, 3*1W N. PWW" arsd Mwia F; Fevl l**i f3ucWil d wid w foticiding xzr t?73t1:tiE S8' '� F�i3>sr _d.z,.�i.�,xyt 1h�zzs; Fi. l.i_z5; �iterrlir3a:iatr referi�G to ac `�r�xdt:'>; k ife Si 3 ftj tf?w jial 1C?ft ;for 73f3 f in WfiS;dOr~tCfi:tof fhtr $utt3 of i. EAJ.+i AND t4°C>"100 DOLi-ARS g310X4, Ard 011-itst vtstue a srscider Herr iu SW grate?a?s in hrii d P1 qrf Ui S::i i f;rar Ms. the rwp,31A wfv_-,u if i5 tl004y tft�E3lriurkaK�tyi1, hersuy 3r*itec.. ba aih� Mid sold tc the Old 0rfil "Ot Pd bf&Atem' hssfm W4 ac&inns forewrl fft+e feffaaif'1r deschbod laftll, sf1U f:?. Yl1Tij ttiid hRing in Ra:.AW-11AD C ount "icy^;da; da-wl': :Lots 11 asW lid in 3ksk ...37 crf'Ow A'isttm dctEd it'3rt of.:li'3f smi sillltcs temt: w Nki, to ttfe 1W td7e. -W mor&dlu flat book 15 ttt V4W 14,-oftk1'LA&-Rdt�uM!t. t:f'ABiami 3Axid�,£ u3aceig,:;#Ane�tia fiat,ref?dta0;1f.VZstfK.vi$5,.:3YGiYfc7'D21ac tlm pw4kSt�qs z{6pBkEZUa .3n-Olephonr..aiksrwi6t .ii 2moat w tisaa sumwf� Al twh& hair # xos'Pftm cf rreand, iatzt*M1, oar �pi13. tail: mghmqueer pate; nest tees and W'n* isuirle s:3giv, ma6lr ilrtw> prohibifionr ame 4940 n�alxairn s impawd for premm am? mikkolo tww.;O tr tweatfnR to xedfvw rust''pf;w tE- i E ItOvE:REA1, mon;RTY xes 1*-C"RSPTUT� TW, HVFSTFAJ3 L)r GRAI*'.TQRS, wigs taside im 30'25 Fore 1 �Ir ter acHsty v+>e,: f is^:?.Ss"and 2442 A..fi C.= :rJtiKi3,.f+iurth Waini,.F flee, tr,"HI t t t3 4? 1; `i1i ft fi tC, .i3 3 d HI K {� Jt t1,xwCl,iS s<E"' "I Kidd Wit Grorimrs Vito f emby f wr arrrant site `lice W mid;md, and 0119s4-4:fd'Ed-sa soma ag�tv dFsw1ul cfa w> crf:w< peel. soafct=nso i. T b-OdAky SYi z a€E tRts "stintrsrstE; lart✓Jft&ft38f t§: a 1d ap?arFa rmR3 t t?tstcsiortti� ar ir. ar yti:ta apvnf aisz¢P, And The�aranwrs oouenein w and ti:llhthe r33 tees, ltlo cmzatrs� NN"m. ;,*twjsfol A it 'v991gns, that th q Gtantom prosontty s.em— az' Trustees of 0'e_.iamj5p 0. k4.r . � 37 f+'sw,,vabli3 Tr!3si as Amend w- � and.Restattnd or Aigust 13, 2 2 and tat -the Trust is in fill fi>rr e and tffam_ fbat t1a l 6�rantars as cc-- f rirAeos� are ntpulberei u1 $3e tuBf to efilW into thly 4o6d, and ths< &I and in atW o >oat this ctnr veymnte at`d the law& yf ta?q 34ate tf .wi0o'da `ts % Y3sari tctimod and complird ivth in ;31f respect✓. "6rmte and'granfae'`arc tem, kv atr4siar o owN, as omex rquisa, cT ro /'�g Jp l /7 f j) \<0 A 11) DAVID A DACDUISTO, AICP DEVELOPMENT ORDER File Number-: PZ-01-I5-2015166 Pr•operh, Address: 9730 NE 5" AVemle Road Propeily ONN,ner/Applicant: John and ;Marie Perikles Address: 1248 NE 98"' St.rect, Miami Shores. Florida 33138 Ahent: Address: Victor 13ruce 370 NE 101 st Street. Miami Shores, Fl- 33 138 Whereas, the applicant .lohn and Marie Perikles (0mler). has tiled an application for site plan review before the Planning, Board on the above, propem. The applicant ,ought approval as follows: Pursuant to Articles IV. V and VI of Appendix A Zoning. Sec. 400 Schedule Of' Regulations. Sec. 534 and Sec. 600. Site plan review and approval required. Garaoe and car port conversion. Whereas, a public hcar•in", was held on February 26, 2015 and the Board, after haying considered the application and after hearing-, testimony and rev iewmo. the ev idence entered, finds: I. The application was made in a manner consistent �v ith the requirements of the Land Development Code of Miami Shores Villa,oc. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent v+ith the requirements of the Land [.Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions azreed upon at the hearin,,: 1 ? ApproNal is granted as shown on the plans submitted and made a part of this approval to eon\ert a 730 sq. ft. attached garage to a master bedroom suite and a 210 sq. It. carport to a bedroom. 2) Applicant to obtain all required permits before beginning work. 3) The applicant shall repair and maintain the onsite drainage system in accordance wvith the approved drainage plan. 4) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulator} and Economic Resources, Environmental Plan Review PaL,e I of-, Dig isron (I)RC-.R. EPRD) and the %liami-Dade Department of Ilealth (DOI-UHRS) as required. 5) Ground cover shall compl,, vv ith the provisit'�ns f- v,sion 17 of Appendix A, Village of 141iami Shores Code of Ordinances, artilicial turf is specifically- prohibited. 6) Applicant to meet all applicable code provisions at the time of permitting, %) I -Iris zoning permit «ill lapse and become invalid unless the work for which it was approved is started �� ithin one (1) vear of the signing of the development order by the board chair, or if the �vork authorized by it is suspended or abandoned for a period of at least one ( I ) v ear. fhc applicatIon l� ith conditions was passed and adopted this 26°i da4 of February. 2015 b\ the Plannin2 and Loning Board as follo�vs: Mr. Abranwis Yes Mr. Busta Yes Mr. Reese Yes YIr. Zclkovvitz Yes Chairman I ernandez Yes Date ----- Rid Cha Pal, 01 Miami Shores Village ZCEIBuilding Department JUL 2'7 2015 g p 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by John Perikies to perform special inspector services under the Florida Building Code at the 9730 NE 5 Avenue Road - Miami Shores project on the below listed structures as of 07-13-15 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC-15-1343 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ■ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection " 1. 3. 2. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. gned and Sealed 1 EngineerlArchitect 1 \ h Y � Nama victor J. Bruce (PRINT) Address 370 NE 101 st Street - Miami Shores DATE: 07-13-15 Phone No. 305-310-5030 Created on 6/10/2009 MAT CGC1510883 Robert Comes 786-406-2488 SEP 14 2 Agreement for remodel at 9730 NE S h Avenue Road, Miami Shores, FL Between the owners: John and Marie Perikles And the Contractor: Ciasa Engineering USA, Inc., dba Mat Construction This Agreement ("Contract") is made this day of June, 2015, between ("Contractor") and ("Owners") at 9730 NE 51 Avenue Road in Miami Shores, Florida, 33138, for the project described as: Garage conversion and renovation of single-family residence at 9730 NE 51 Avenue Road Price and Payment: The Owners agree to pay the sum of $254,250.00 to the Contractor in exchange for the construction, supervision, and completion of the project in accordance with the plans and specifications submitted to the Miami Shores Building Department, prepared by Architect Victor Bruce on 4/10/2015. Scope of Work Plumbing: All new plumbing, including replacement of all sewage pipe, CPVC waterlines, and installation of owner supplied fixtures. - This section does not include charges for water service and septic tank. Electric: All new electric as per plans, including upgrade to 250 amp service and installation of 55 owner supplied"recessed'lights_- - This fee does not include underground service. Mechanical: Install new 4 ton and new 5 ton Rheem 16 SEER air-conditioning systems, all new duct work, and new drops per plans. Shell: All new openings for windows and doors. Close all existing openings, raise tie beam in guest room area. Install slab with 3 steps in backyard. Backfill garages for raising slab. Pour concrete slabs. Includes all concrete, wood trusses, sheeting, fascia, compacting test, and termite treatment. $16,800.00 $23,300.00 $17,800.00 $39,500.00 1 MAT CGC1510883 Robert Comes 786-406-2488 Demolition: Includes removal and hauling of front and northwest, $7,700.00 rear driveways, removal and hauling away of all interior partitions, block wall removal for windows, current roof above garage and carport area, and eyebrow at front window. Roofing: Replace existing roof with owner approved roofing tile, $27,055.00 and tear off and replace flat roof above family room. - $24,800.00 = the roof. - $2,255.00 = flat roof. Windows and Exterior Doors: Replace all windows and doors with $18,211.00 Miami -Dade County approved "Sunshine" impact windows and doors, excluding front and garage doors. Sheet Rock: Supply and build all new partitions as per plan. Install new $16,500.00 sheet rock throughout new areas, patching of all existing dry wall to remain. Wood Floors: Supply and install new owner approved wood floors $21,504.00 throughout house per plans. Plywood: Supply and install 5/8 plywood subfloor throughout $3,200.00 wood floor areas. Floor Tile: Supply and install all floor tile in tile areas per plans. $1,930.00 Bathrooms: All labor and materials for bathrooms, including $8,500.00 Durock, framing, tile installation, and sheet rock finish. Plaster: Plastering of all new concrete areas and patching $4,500.00 around all windows and doors. Septic: Install new tank and drain field as per plans. $8,600.00 Insulation: Install new insulation in new work areas. $1950.00 N nTn MAT oonsrmonon CGC1510883 Robert Comes 786-406-2488 Interior Doors: Supply and install 16 three -panel doors. $2,400.00 Gas: Install gas lines to fire place, range, and generator (if needed). $2,800.00 General Conditions: Supervision of job site, port -a -toilet, $32,000.00 dumpster/trash removal, Inspections, profit, overhead, and lead testing. Exclusions: Scope of work does not include kitchen -cabinets and counters, laundry cabinets and counters, surveys, permit fees, temporary fencing, installation of pavers and sod; molding; orpainting: Total Contract Fee: $254,250.00 5% Deposit Due at signing: $12,712.50 Balance Due per payment schedule: $242,000.00 Payments: Payments on the remaining balance will be made during the course of construction after submission of lien releases and architect certifies payment on "Application and Certification for Payment". (Ex. A) Owner may withhold up to $5000.00 of final payment until satisfactory completion of Punch List. Independent Contractor: Contractor agrees to perform the Work as an independent contractor and not as the agent, employee, or servant of Owner. Contractor has and hereby retains the right to exercise full control and supervision of the Work and full control over the employment, direction, method of performing, compensation, and discharge of all persons assisting in the Work. Contractor agrees to be solely responsible for all matters relating to payment of its employees, including compliance with Social Security, withholding, and all other regulations governing such matters. Contractor agrees to be responsible for its own acts and those of its subordinates, employees, and subcontractors during this Agreement. Change Orders: The work shall be subject to changes by additions, deletions or revisions by the Owner. The Owner shall notify Contractor of such changes by delivery of additional and/or revised drawings, specifications, exhibits or written orders. Whenever an adjustment in the Contract price or Contract time is required because of Owner's change request, or other circumstances beyond the control of Contractor (including acts of any governmental authority, acts of a public enemy, fire, flood, unusual delay in transportation, abnormal weather conditions, labor disputes, strikes, lack of worksite access, 3 MAT C6n1T"CM0n CGC1510883 Robert Comes 786-406-2488 acts of God, natural disasters, or acts of third parties), the Contractor shall submit to the Owner, within a reasonable time, a detailed estimate with supporting calculations and pricing, together with any adjustments to the Contract price and the Contract time. Pricing of the adjustment shall be in general accordance with the pricing structure of this Contract. The Contractor shall not be obligated to perform changes in the work or additional work until the Owner has approved the changes to the Contract price and the Contract time. Permits and Licensing: Contractor shall be responsible for obtaining all necessary permits, at owners' expense. Contractor and subcontractors shall comply with all state and local licensing requirements. Time of Performance: Work shall begin on or about the date that the Master Building permit is obtained and shall be substantially completed five (5) months later. Contractor shall not be responsible for reasonable delays due to Owner change orders, acts of God, or unforeseen conditions discovered during the course of construction. Liens and Waivers of Liens: For partial payments made before the work is completed, Contractor will provide a Partial Release of Lien covering all workers and materials used to that point. Before the final payment, Contractor will provide an affidavit that specifies all parties who performed labor, services or provided services or materials to Owners' property and a statement that all parties have been paid — Contractor shall provide final releases from these parties before final payment. Warranty: Contractor guarantees that the work done under this Contract will be performed in a good and workmanlike manner, free from faulty materials or workmanship and will comply with all applicable laws. Upon receiving notification from Owners, Contractor agrees to remedy, repair, or replace, immediately, without cost to Owner and to Owners' satisfaction, all defects, damages, or imperfections appearing in the Work (including labor and materials) within a period of one (1) year after the date of final completion and acceptance by the applicable governmental agency and Owners of the Work. (� �S�, Robert Comes, Mat Construction Marie Perikles (Owner) �l 4 (U 1;!-3 Perikles Residence Owner Purchased Materials Bathroom Valves x3 $138.00 Power Room Faucet x1 $118.00 Kids Bathroom Faucet x2 $178.00 Prep Sink Faucet x1 $49.00 Kitchen Faucet x1 $167.00 Master Bathroom Faucet x2 $180.00 Bathroom Faucet x1 $139.00 Kids Bathroom Shower Head x2 $170.00 Bathroom Shower Head x1 $138.00 Toilets x5 $1,500.00 Master Bathroom Shower Head x1 $212.00 Laundry 10ft Counter Top - Cut toFit $153.00 — Laundry Cabinet - Bottom $232.00 , Laundry Cabinet - Top $133.00 — Lighting Baffle Trim x101 $907.00 4in New Construction Hi -Hats x101 $2,006.00 Kitchen Cabinets Wood $17,360.00 " Vanities $1,650.00 -- Granite $4,260.00 — TOTAL: $29,690.00 CUSTOM Fidel Crespo: Cell: 305-807-6171 E-mail: ocrespo84@yahoo.com 720 West 28 St. Hialeah, FL. 33010 Phone & Fax: 305-863-2222 INVOICE CONTRACT ❑ DATE: 0q - 15 _ 15 PHONE: CELL: CABINETS REMOVAL- ELECTRICITY: PLUMBING: MICROWAVE iNSTALLATION: p�"EN CUM -rS [y ATMRWAIS cwNErs ❑ aosm . ❑ LAuNoRy EI wALL Lwm CABINETS: WOOD ❑ MELAMINA ❑ MICA DOORS: [WOOD ❑ MELAMINA ❑ THERMO FOIL DESIGN DOORS. COLOR. ADDITIONALS E Q'CROWN MOLDING ❑ LIGHT MOLDING 0 FRONT MOLDING ❑ VALANCE ❑ WINE RACK aDRAWERS aPANMr SHELVES []`GARBAGE CONTAINER SPICE RACK ❑ SOAP DISH SELF CLOSE ❑ CORBEL SUPPORT 21SL D [BIAZYSUSAN ❑ LEGS ❑ TURNINGS ❑ WUTED �SOFF CLOSE STEM WARE HOLDER FULL EXTENSION SLIDES ❑ GLASS DOORS ❑ HANDLES PULL OUT Special Instr9ctions w CASH CHECK CREDIT CARD SUB-rorAi - - TAX. - TOTAL- 3, 2 7D DEPOSIT: -- BALANCE: ---- AnyafteratiMard vingwfraaaboNespecolvaslawbwolfftpxtracn%noheeXgCg ed0*&rpmwr�ItenorderandwXbewmean extrothmroea;uwiwaor�hrocI 'M'weanefta ypnr+acckAm ardrtorsbey&,Wa dows SOX when job is taWy fit*kd Sellers Name. '".�' i D �/I- E S Sellers Signature: Customer's Signature: 61 Shop Kitchen Classics Concord 30-in W x 30-in H x 12-in D Finished White (Composite) Double Door Kitchen Wall Cabinet at Lowes.com 9/14/15, 9:27 PM Y-.Wr stcre: N: W M I a mVd. F, ds, F)... Your Store: Hialeah, FL 3 View Demo Tweet , 0 G+1 0 W email Description j f Kitchen Classics Concord 30-in W x 30-in H x 12-in D Finished White (Composite) Double Door Kitchen Wall Cabinet Item k: 58039 i Model #. 23 W3030B $� * 1 $133.00 Concord 30-in W x 30-in H x 12-in D Finished White (Composite) Double Door Kitchen Wall Cabinet �. Concord doors feature white thermofoil finish and a raised panel square profile • Cabinet features 2 adjustable shelves • Cabinet interiors feature a scratch -resistant, easy -to -clean finish • Fully concealed adjustable hinges • 1/2-in furniture board sides, tops and bottoms • Affordable and fashionable quality cabinet solutions for your home Specifications Color/Finish Family Manufacturer Color/Finish Finish Type Finished / Unfinished Exterior RTA/Fully Assembled Door Style Width (Inches) Height (Inches) Depth (Inches) Species White Wall Cabinet Type Double door White Box Construction Particleboard White Warranty Limited Finished lifetime Assembled Number of Doors 2 Raised Number of Drawers 0 panel Number of Shelves 2 30 Full Overlay Construction No 30 Door Overlay Yes 12 1 wall Package Contents N/A cabinet (composite) Collection Name Concord FREFF. Store Pickup Lowe's Truck Delivery Parcel Shipping Unavailable for This Order Sent by carriers like UPS, FedEx, USPS. etc. Kitchen Classics $133.00 Concord 30-in W x 30-in H x 12-in D Finished White (Composite) Double Door Kitchen Wall Cabinet r_...... ._ ...... ... ....... ......... ......................, http://www.lowes.com/pd_58039-66150-23+W3O3OB_lzOz39OZlzlOwclZlzlOwe4_?productld=50143016&pl=1 Page 1 of 2 Shop Kitchen Classics Concord 36-in W x 35-in H x 23.75-in D Finished White Door and Drawer Base Cabinet at Lowes.com 9/14/15, 9:27 PM ago-;' NW, FL Your Store: Hialeah, FL i� Demo Tweet 0 GO 0 0: email L_111"_l Kitchen Classics Concord 36-in W x 35-in H x 23.75-in D Finished White Door and Drawer Base Cabinet Item #: 53019 1 Model #: 23 B36B *11 * $232.00 Description Concord 36-in W x 35-in H x 23.75-in D Finished White Door and Drawer Base Cabinet • Concord doors feature white thermofoil finish and a raised panel square profile • Cabinet features 1 fixed shelf • Cabinet interiors feature a scratch -resistant, easy -to -clean finish • Fully concealed adjustable hinges • 1 /2 -in furniture board sides • Affordable and fashionable quality cabinet solutions for your home Specifications Color/Finish Family Manufacturer Color/Finish Finish Type Finished / Unfinished Exterior RTA/Fully Assembled Door Style Species Base Cabinet Type Box Construction Warranty Drawer Construction White Number of Doors 2 White Number of Drawers 1 White Number of Shelves 1 Finished Full Overlay Construction No Assembled Door Overlay Yes Raised panel 1 base Package Contents Other cabinet Door and Depth (Inches) 23.75 drawer Height (inches) 35 Particleboard Width (Inches) 36 Limited Collection Name Concord lifetime Hardwood drawer box FREE Store Pickup Lowe's Truck Delivery Parcel Shipping Unavailable for This Order Sent by carriers like UPS. FedEx, USPS, etc Kitchen Classics $232.00 Concord 36-in W x 35-in H x 23.75-in D Finished White Door and Drawer Base Cabinet http://www.lowes.com/pd_53019-66150-23+B36B_lzlOwclZlzlOwe4ZlzOx3hm_?productld=50143012&pl=1 Page 1 of 2 Shop BELANGER Fine Laminate Countertops Formica 10-ft Ouro Romano with Etchings Straight Laminate Kitchen Countertop at Lowes.com 9/14/15, 9:28 PM 41 T W sgT,i Qe,d—a FL Your Store: Hialeah, FL BELANGER Fine Laminate Countertops Formica 10-ft Ouro Romano with Etchings Straight Laminate Kitchen Countertop Item # 69332 1 sModel #: 9277461310 $153.00 Actual color may vary from on -screen and printer representations Tweet , 0 ; G+1 1 0 email Description Formica 10-ft Ouro Romano with Etchings Straight Laminate Kitchen Countertop • Get the look you want at an affordable price and be assured that your countertop will last • Easy to install making it perfect for do-it-yourselfers • This countertop has an ogee edge Specifications Ouro Laminate Brand Formica Manufacturer Color/Finish romano Edge Type Ogee with Etchings Countertop Cut Straight Depth (Feet) 2.1249 Integrated Backsplash Yes Thickness (Inches) 4.375 Matching End Cap Kit Available Yes Heat Resistant Yes Matching End Splash Kit Available Yes 1-year Stain Resistant Yes Warranty limited Length (Feet) 10 Color/Finish Family Brown Ff�t"F. `Store Pickup Your order can be available for pickup in Lowe's Of NW Miami/dade• FL today. .Lowe's Truck Delivery Your order will be ready for delivery to you from your selected store. Parcel Shipping Unavailable for This Order Sent by carriers like UPS. FedEx, LISPS, etc. BELANGER Fine $153.00 Laminate Countertops Formica 10-ft Ouro Romano with Etchings Straight Laminate Kitchen Countertop .... .... ...... _ .... ............. _--- _ - . ___ ___ ______........... _..... .__....................... .... _...... _............ .__...................... __ © 2015 Lowe's. All rights reserved. Lowe's and the gable design are registered trademarks of LF, LLC http://www.lowes.com/pd_69332-12996-927746Bl0_0_?productld=50162903&Ntt= Page 1 of 1 Delta Arzo Single -Handle 1-Spray Shower Faucet Trim Kit in Chrome (Valve Not Included)-T14286-SHQ - The Home Depot 9/14/15, 3:56 PM .� lvlora saving. Your Store. Dade County #277 Mom doinf Use Current Location or fins, store Delta Model # T14286-SHQ Internet # 203124881 Arzo Single -Handle 1-Spray Shower Faucet Trim Kit in Chrome (Valve Not Included) *' Via' (8) Write a Review Questions & Answers (12) t V 1 K �, •f� EPA O t .A Open Expanded View Click to Zoom PRODUCT OVERVIEW Model # T14286-SHQ Internet # 203124881 Store SO SKU # 777720 The Delta Arzo Single -Handle 1-Spray Shower Faucet Trim Kit makes a bold statement in your bathroom. It was inspired by geometric designs found in mid-century modern furniture. Its chrome finish offers a sleek and sophisticated look. The MultiChoice universal valve keeps the water temperature within +/-3 degrees Fahrenheit to help prevent scalding. California residents: see Proposition G`^ WorrYsationx • Includes the trim kit only, the rough -in kit (R10000-UNBX) is sold separately • Maintains a balanced pressure of hot and cold water even when a valve is turned on or off elsewhere in the system • Single -lever handle for ease of operation • Easy to install • Contemporary styling with a unique design • Due to WaterSense regulations in the state of New York, please confirm your shipping zip code is not restricted from use of items that do not meet WaterSense qualifications SPECIFICATIONS DIMENSIONS http://www.homedepot.com/p/Delta-Arzo-Single-Handle-1-Spray-Sho... ucet-Trim-Kit-in-Chrome-Valve-Not-Included-T14286-SHQ/203124881 Page 1 of 2 MOEN Banbury 1-Handle Shower Faucet in Spot Resist Brushed Nickel-82912SRN - The Home Depot 9/14/15, 3:47 PM r I�Mom sev!r1g. MNo1edolr4 Your Store: Dade County #277 Use Current Location or find smte MOEN Model # 82912SRN Internet # 202550728 Store SKU # 243292 Banbury 1-Handle Shower Faucet in Spot Resist Brushed Nickel **'1e°1tt -(50) Write a Review Questions & Answers (13) • rr Open Expanded View Click to Zoom S $138.00 /each IN STOCK AT YOUR SELECTED STORE Dade County #277 8 In Stock Miami, FL 33135 Aisle 23, Bay 008 t PRODUCT OVERVIEW Model # 82912SRN Internet # 202550728 Store SKU # 243292 Store SO SKU # 477898 The MOEN Banbury 1-Handle Shower Faucet in Spot Resist Brushed Nickel complements a variety of bathroom decorating styles. The Spot Resist finish avoids fingerprints and water spots for easy maintenance. It features a Posi-Temp pressure -balancing valve that helps maintain the water pressure and temperature. The adjustable temperature limit stop minimizes the possibility of scalding for a safe and comfortable showering experience. • Single -handle design for easy use • Posi-Temp pressure -balancing valve helps maintain the water pressure and temperature • MOENflo XL single -function, fixed -mount showerhead has a 4-1/2 in. diameter face • Adjustable temperature limit stop helps control maximum hot water temperature • ADA-compliant for ease of operation • Showerhead maximum flow rate of 2.0 GPM for efficient cleaning • Includes self-cleaning nozzles • 1/2 in. connection size • Coordinates with other Banbury fixtures and accessories (sold separately) • Due to WaterSense regulations in the state of New York, please confirm your shipping zip code is not restricted from use of items that do not meet WaterSense qualifications • Spot Resist brushed nickel finish makes cleanup easy by resisting fingerprints and water spots http://www.homedepot.com/p/MOEN-Banbury-1-Handle-Shower-Faucet-in-Spot-Resist-Brushed-Nickel-82912SRN/202550728 Page 1 of 2 MOEN Eva 1-Handle PosiTemp Shower Faucet Trim Kit in Brushed Nickel (Valve Sold Separately)-T2132BN - The Home Depot 9/14/15, 3:49 PM .� More svvtr►il. Your Store Dade County #277 Momdalry Use Current Location or find sfore MOEN Model # T2132BN Internet # ioo672411 Eva 1-Handle PosiTemp Shower Faucet Trim Kit in Brushed Nickel (Valve Sold Separately) . (10) Write a Review Questions & Answers (9) Open Expanded View Click to Zoom V 4. J V leach, PRODUCT OVERVIEW Model # T2132BN Internet # loo672411 Store SO SKU # 1000716444 The MOEN Eva PosiTemp Shower Only in Brushed Nickel is a single -handle trim kit for your shower. It features cast -metal construction with an attractive brushed nickel finish. This product requires MOEN valve(s) 2510, 2520, 2570, or 2590 for faucet to function. • Required valve sold separately (not included) • Click below to view and purchase compatible MOEN valve models: • Click here to view/t Lec^ase MOEN Valve Model 2510 • Click here to viewipurcllase MOEN Valve Model 2520 • Click here to viewlF,rchase MOEN Valve Model 2570 • Click hem to viewipu,chase MOEN Valve Model 2590 • Due to WaterSense regulations in the state of New York, please confirm your shipping zip code is not restricted from use of items which do not meet WaterSense qualifications • Tram kit • Cast metal construction with a finish in brushed nickel • Single -handle • Strong water pressure http://www.homedepot. com/p/MOEN-Eva-1-Handle-PosiTemp-Shower-F...Kit-in-Brushed-Nickel-Valve-Sold-Separately-T2132BN/100672411 Page 1 of 2 MOEN Banbury 8 in. Widespread 2-Handle High -Arc Bathroom Faucet in Spot Resist Brushed Nickel-CA84924SRN - The Home Depot 9/15/15, 7:15 AM IMom ,i sav:.'fg. t Moire dolV Your Stare. Dade County #277 Use Current Location or find sore MOEN Model # CA84924SRN Internet # 202550746 Store SKU # 501666 Banbury 8 in. Widespread 2-Handle High -Arc Bathroom Faucet in Spot Resist Brushed Nickel * ak y ".' (69) Write a Review Questions & Answers (15) Open Expanded View Click to Zoom • 21 $139.00 /each Get up to $25 in Rebates IN STOCK AT YOUR SELECTED STORE Dade County #277 4 In Stock Miami, Fi... 33135 Aisle 23, Bay 002 PRODUCT OVERVIEW Model # CA84924SRN Internet # 202550746 Store SKU # 501666 Store SO SKU # 477898 The Banbury Widespread 2-Handle High -Arc Bathroom Faucet from MOEN highlights a timeless nostalgia that complements both classic and modern styles. An innovative Spot Resist finish resists fingerprints and water spots to maintain the brilliance of the original finish and easily wipes clean. This WaterSense certified design delivers 1.5 GPM, using up to 32% less water than traditional faucets while still providing the same great performance you expect. Pair with other pieces from the Banbury collection for a complementary theme throughout your bathroom. • 2-handle operation gives you precise control over temperature and flow • High -arc spout provides optimal clearance over sink • Meets WaterSense criteria for water conservation without sacrificing performance • ADA compliant for safety and ease of use • Rough -in valve included for convenience • Elegant 8 in. to 16 in. widespread installation for a custom layout • Features Duralock Quick Connect System for easy installation • Limited lifetime warranty • Spot Resist brushed nickel finish makes cleanup easy by resisting fingerprints and water spots http://www.homedepot.com/p/MOEN-Banbury-8-in-Widespread-2-Handle-High-Arc-Bathroom-Faucet-in-Spot-Resist-Brushed-Nickel-CA84924SRN/202550746 Page 1 of 2 Pfister Courant 8 in. Widespread 2-Handle Bathroom Faucet in Brushed Nickel-F-049-COKK - The Home Depot 9/15/15, 7:14 AM N j Your Store. Dade County #277 Use Current Location or ;i a xsior a Pfister Model # F-049-COKK Internet # 205864550 Store SKU # 1001290385 Courant 8 in. Widespread 2-Handle Bathroom Faucet in Brushed Nickel * **-* (19) Write a Review Ask the first question ` 2 $89.00 /each '� 1 Get up to $25 in Rebates + « NEARBY STORES MAY HAVE THIS ITEM Check Nearby Stores 'A, Open Expanded View Click w Zoom PRODUCT OVERVIEW Model # F-o49-COKK Internet # 205864550 Store SKU # 1001290385 The Courant is a traditional faucet design that works well with a wide array of bathroom styles. Its decorative handles and high arc spout will add a touch of elegance to any bathroom remodel or faucet replacement. The swivel spout adds extra functionality when hand washing clothing or washing your hands. • Brushed nickel finish • 3 hole installation • Swivel spout high -arc design • Meets or exceeds EPA WaterSense Standards, which reduces water consumption by 30% and helps average households save up to $200 in their annual water bill • Push & Seal drain requires no tools and installs in less than half the time of a standard pop-up drain; guaranteed tight seal each and every use - simply press to seal and again to open • Pforever Warranty covers finish and function for life SPECIFICATIONS DIMENSIONS Connection size (in.) 1/2 In. Spout height (in.) 7.8 http://www.homedepot.com/p/Pfister-Courant-8-in-Widespread-2-Handle-Bathroom-Faucet-in-Brushed-Nickel-F-049-COKKI205864550 Page 1 of 2 KOHLER Simplice 1 or 3-Hole Single -Handle Pull -Down Sprayer K... ome with DockNetik and Sweep Spray-K-596-CP - The Home Depot 9/14/15, 3:51 PM r� ? More sev:n More doing: YOUr Store. Dade County #277 Use Current Location or x, stof,, KOHLER Model # K-596-CP Internet # 202o60531 Store SKU # 1000050572 Simplice 1 or 3-Hole Single -Handle Pull -Down Sprayer Kitchen Faucet in Polished Chrome with DockNetik and Sweep Spray "* (151) Write a Review Questions & Answers (53) Open Expanded View Click to Zoom $166.61 /each NEARBY STORES MAY HAVE THIS ITEM Cha ck Nearby Storrs PRODUCT OVERVIEW Model # K-596-CP Internet # 202o6o531 Store SKU # 1000050572 Store SO SKU # 856835 An innovative fit for a variety of kitchens and tasks, this Simplice kitchen faucet combines an elegant, universal design with exceptional ergonomics and functionality. The high -arc swing spout rotates 360°, while the smoothly maneuvering spray head pulls down into the sink for up -close tasks, or out of the sink to fill pots. Sculpted buttons on the spray head ensure simple operation even with wet, soapy hands. Sweep spray creates a wide, forceful blade of water for superior cleaning. KOHLER's new docking system, DockNetik, secures the pull -down spray head to the spout using magnetic force. • Single handle is simple to use and makes adjusting water temperature easy • High -arc gooseneck spout and 360° spout rotation offer superior clearance for filling pots and cleaning • 3-function pull -down spray head with touch -control allows you to switch from stream to spray to pause • Sweep spray features specially angled nozzles that form a wide, powerful blade of water to sweep your dishes and sink clean • DockNetik, a magnetic docking system located within the spout, smoothly glides and securely locks the spray head into place • ProMotion technology's light, quiet nylon hose and ball joint make the pull -down spray head easier and more comfortable to use • MasterClean spray face features an easy -to -clean surface that withstands mineral buildup • Temperature memory allows faucet to be turned on and off at the temperature set during prior usage • Ceramic disk valves exceed industry longevity standards, ensuring durable performance for life • Premium metal construction • KOHLER finishes resist corrosion and tarnishing http://www.homedepot.com/p/KOHLER-Simplice-1-or-3-Hole-Single...shed-Chrome-with-DockNetik-and-Sweep-Spray-K-596-CP/202060531 Page 1 of 2 Delta Foundations 2-Handle Bar Faucet in Chrome-628911 LF - The Home Depot 9/14/15, 3:52 PM Your Store. Dade County #277 Use Current Location or' t r>c r Delta Model # 13289111,17 Internet # 203426296 Store SKU # 146737 Foundations 2-Handle Bar Faucet in Chrome * * '�• (18) Write a Review Questions & Answers (5) .jii►-• Open Expanded View =,1 .... _. F, Click to Zoom PAY $49.00 /each 5 FA IN STOCK AT YOUR SELECTED STORE Dade County #277 11 In Stock Miami, FL 33135 Aisle 23, Bay 012 PRODUCT OVERVIEW Model # 1328911LF Internet # 203426296 Store SKU # 146737 Store SO SKU # 777720 The Delta Foundations 2-Handle Bar Faucet in Chrome is a practical and versatile solution for your kitchen. Its durable chrome finish resists tarnishing and corrosion. It has a high arc spout that swivels 360 degrees for complete sink access. • High arc spout that swivels 360 degrees for complete sink access • ADA-compliant handles that offer ease of operation • Durable chrome finish that resists tarnishing and corrosion • Limited lifetime manufacturer warranty covering parts and finish defects SPECIFICATIONS DIMENSIONS Assembled Depth (in.) ...................................................................................................... Assembled Height (in.) Assembled Width (in.) DETAILS 7.62 in 11.46 in 9.37 in Connection size (in.) Spout height (in.) http://www.homedepot.com/p/Delta-Foundations-2-Handle-Bar-Faucet-in-Chrome-B28911 LF/203426296 Page 1 of 2 MOEN Darcy 4 in. Centerset 2-Handle Bathroom Faucet in Spot Resist Brushed Nickel-84550SRN - The Home Depot 9/14/15, 3:48 PM ( `'• (� Wre virg, Your Store. Dade County #277 Mors dalnf Use Current Location or f n,t stone, MOEN Model # 8455oSRN Internet # 204317236 Store SKU # 1000014613 Darcy 4 in. Centerset 2-Handle Bathroom Faucet in Spot Resist Brushed Nickel ** *'fir. (75) Write a Review Questions & Answers (11) $89.00 /each Get up to $25 in Rebates IN STOCK AT YOUR SELECTED STORE Dade County #277 5 In Stock Miami, FL 33135 Aisle 23, Bay 004 t�8 Open Expanded View Click to Zoom PRODUCT OVERVIEW Model # 8455oSRN Internet # 204317236 Store SKU # 1000014613 From finishes that are guaranteed to last a lifetime, to faucets that perfectly balance your water pressure. MOEN sets the standard for exceptional beauty and reliable, innovative design. Petal -like handles and swan -like spout bring a relaxed feeling to the bath. • 2-handle lever handles make it easy to adjust the water • 4 in. center -set design allows for easy installation • Aerated flow is ideal for everyday bathroom tasks • Meets WaterSense criteria to conserve water without sacrificing performance • Spot Resist brushed nickel finish makes cleanup easy by resisting fingerprints and water spots http://www.homedepot.com/p/MOEN-Darcy-4-in-Centerset-2-Handle-...throom-Faucet-in-Spot-Resist- Brushed- Nickel-84550SRN/204317236 Page 1 of 2 Delta Porter 8 in. Widespread 2-Handle High Arc Bathroom Faucet in Oil Rubbed Bronze-35984LF-OB - The Home Depot 9/14/15, 3:57 PM k1oro saving. Your Store Dade County #277 Mom dollrif Use Current Location or find, sto* , Delta Model # 35984LF-OB Internet # 202790493 Store SKU # 430149 Porter 8 in. Widespread 2-Handle High Arc Bathroom Faucet in Oil Rubbed Bronze t�- rV orM A' �', (56) Write a Review Questions & Answers (19) Open Expanded View •ter; EPA;' f' 4".a egwn,,. • Click to Zoom • Was $148.00 $118.00 /each Save $30,00 (29'1�) Get up to $25 in Rebates -F IN STOCK AT YOUR SELECTED STORE Dade County #277 6 In Stock Miami, FL 33135 Aisle 23, Bay 002 PRODUCT OVERVIEW Model # 35984LF-OB Internet # 202790493 Store SKU # 430149 Store SO SKU # 777720 Blend style and functionality with the Porter Widespread 2-Handle High -Arc Bathroom Faucet from Delta. Finished in rich oil -rubbed bronze, it features easy -to -use lever handles, a matching pop-up drain assembly and 114 in. handle stops to help limit handle rotation. This environmentally -friendly faucet meets ADA requirements and is WaterSense certified, making it a reliable and efficient choice for your home. • 2-handle lever design with 1/4 in. handle stops to help limit handle rotation • High -arc spout provides ample sink clearance • Oil -rubbed bronze finish offers a warm, sophisticated touch • WaterSense certified to reduce water use without sacrificing performance • ADA compliant for safety and ease of use • Top -accessible operating parts for easy access • Matching pop-up drain assembly included for a complete appearance • 3-hole mount for 8 in. widespread installation • Lifetime limited warranty SPECIFICATIONS http://www.homedepot.com/p/Delta-Porter-8-in-Widespread-2-Handl...-Arc-Bathroom-Faucet-in-Oil-Rubbed-Bronze-35984LF-OB/202790493 Page 1 of 2 American Standard Pressure Balanced Rough Valve Body-R120SS - The Home Depot 9/14/15, 3:56 PM Mom $ Ming. Your Store. Dade County #277 Mom dolr4 Use Current Location or tin s:o{ American Standard Model # R120SS Internet # 100004272 Pressure Balanced Rough Valve Body * * (6) Write a Review Questions & Answers (5) Open Expanded View CIiak to Zoom $45.99 /each I k � S , 0-6 PRODUCT OVERVIEW Model # R120SS Internet # 100004272 Store SO SKU # i000639031 The American Standard Pressure Balanced Rough Valve Body features durable brass construction. The ceramic disc valves help ensure smooth handle operation and drip -free performance. The R120SS valve offers TRIMendous flexibility with one valve body that can accommodate multiple decorative trim options. • Pressure balance valve body • Turns water on and off and adjusts temperature • Made from metal with a brass finish • Ceramic disc valves for smooth handling and drip -free performance SPECIFICATIONS http://www.homedepot.com/p/American-Standard-Pressure-Balanced-Rough-Valve-Body-Rl20SS/100004272 Page 1 of 2 Halo All -Pro 4 in. White Recessed Lighting Baffle Trim-APERT401WHT - The Home Depot 9/14/15, 4:03 PM Mail) awing. Your Store Dade County #277 Mom dolr4 Use Current Location or hnd stw Halo Model # APERT401WHT Internet # 202569164 All -,Pro 4 in. White Recessed Lighting Baffle Trim (4) Write a Review Questions & Answers (2) $8.QJVQQ leach 101 PRODUCT SOLD ONLINE ONLY t 44 �11 Open Expanded View Click to Zoom PRODUCT OVERVIEW Model # APERT401WHT Internet # 202569164 Finish your recessed lighting with these IC -rated Halo All -Pro 4 in. Recessed Baffle Trim. The trim's white finish with white baffle blend well with your ceiling and are compatible with up to 150-Watt incandescent bulbs. For use with 4 in. aperture housings. . White trim ring with white baffle . 4 in. aperture • Compatible with incandescent bulb up to 150-Watts . ]Crated SPECIFICATIONS DIMENSIONS Aperture width (in.) 4.0 .... _..................... _................. _....... ...... . Assembled Depth (in.) 5 in Assembled Height (in.) 6 in DETAILS Assembled Width (in.) 3 in ............ ......... ......... __. Size 4 in. http://www.homedepot.com/p/Halo-All-Pro-4-in-White-Recessed-Lighting-Baffle-Trim-APERT401 WHT/202569164 Page 1 of 2 Halo 4 in. Aluminum Recessed Lighting New Construction IC Air-Tite Housing-H991CAT - The Home Depot 9/14/15, 4:01 PM m,�r�- More ,;,-yg, YOL.r Store Dade County #277 M twe dollng� Use Current Location or f �rc store Halo Model # H99ICAT Internet # 202800218 Store SKU # 467987 4 in. Aluminum Recessed Lighting New Construction IC Air-Tite Housing * ° (1) Write a Review Questions & Answers (2) Open Expanded View Click to Zoom 'r l l iC P$19. V 6 /each IN STOCK AT YOUR SELECTED STORE Dade County #277 62 In Stock Miami, FL 33135 Aisle 01, Bay 032 PRODUCT OVERVIEW Model # H99ICAT Internet # 202800218 Store SKU # 467987 The H99ICAT is a small aperture IC AIR-TITE housing for accent and task lighting in a new construction environment. It is designed for use in insulated ceilings where it will be in direct contact with insulation. It is an AIR-TITE housing designed to prevent air flow between living spaces and unconditioned areas. • Use for new construction • Aluminum, double -wall construction • Air-Tite design prevents air from flowing between living spaces and unconditioned areas • Insulation contact (IC) rated • UL listed, CSA listed • Note: product may vary by store SPECIFICATIONS DIMENSIONS Aperture width (in.) 4 Product Height (in.) 6 Housing depth (in.) 5 Product Width (in.) 7.5 .......................... ...... ..... . ... .......... ............- __ . ... __............................................. http://www.homedepot.com/p/Halo-4-in-Aluminum-Recessed-Lighting-New-Construction-IC-Air-Tite-Housing-H991CAT/202800218 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by John Perikies to perform special inspector services under the Florida Building Code at the 9730 NE 5 Avenue Road - Miami Shores project on the below listed structures as of 07-13-15 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC-15-1343 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ■ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ■ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Codes rind are in substantial accordance with t e approved plans. .... • substantial • • • • • • .. .. Id"igned and Seale Engineer/Architect • ' • • Name Victor J. Bruce ...••• '••••• •••••• ...... • • •••• •••• • • • Address 370 NE 1 o1 st Street - Miami Shores • • • • 07-13-15 Phone No. 305-310-5030 .. • • • • • • • • • • • • ; • Created on 6/10/2009 . • • • • • . • . . 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. T;� , 77,D, 7-11UN 0 3 2015 BY:._�__--I FBC 20 (() �_C►5 -1343 *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP f' ,� 1 CONTRACTOR DRAWINGS 10B ADDRESS: "t 7 50 Iy Ile - ?C[ - Folio/Parcel#: 11 326L I- 1 'T 7 2 Is the Building Historically Designated: Yes NO Occupancy Type: F.- 33 Load: Construction Type: CAS_Flood Zone: BFE: !J f'} FFE: OWNER: Name (Fee Simple Titleholder): � Pu b n , e V S h W06 Q �uCl Oephone#: _ 7&2 -0')(0 -DaS (i Address: �� `-� A/ e , � d City: So' I�1') c� iL� S state: 33 I �' Zip: Tenant/Lessee Name: r� ( Phone#: It —1 Email: -A AV)9C I (W. ayYI CONTRACTOR: Company Name: Address: 0 Phone#: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: L DESIGNER: Architect/Engineer: _ VI C_- U F 6(,LCCP Phone#:306-3 0- 503v Address:. 0 N i�; lot �firlo_ert City:M l tarn( Sho PAS State: F(- Zip: 33 (3 Value of Work for this Permit: $_9 aLq OCO Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: 14 .0-, n i f-P,r-0-0, /0 r ❑ Demolition Specify color of color thru tile: Submittal Fee $ •(-� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ _ Structural Reviews $ 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 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Y Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowled re me this The foregoing instrument was acknowledged before me this day of SI/r-^r�- 0 by day of 20 by pAteA tz— llz-e-Q, I personally known to who is personally known to me or who has produced Vyyt - V' identification and who did take an oath. NOTARY PUBLIC: O .�,\o � Sign: _ 0'•9 . Print: -Z11 Seal: //�IIIIIl11titi�� as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as APPROVED BY Plans Examiner Z,/J Zoning Structural Review Clerk G2 Consulting Group,lnc. r JOAQUIN MONTESINO, P.E 9725 SW 4 th TERR., Miami, Florida 33174 PH (786)2940032, Fax (786)2940032 Lic #69969,CA 25882 BY: JM DATE:05/1/15 SUBJECT:perikles Res CHECK BY:JM DATE5/1/15 Miami Shores, Florida CALCULATION TITLE SHEET Job Name: ADDITION & RENOVATION Client: Mr.Perikles 9730 NE 5 th AVE. MIAMI SHORES, FL 33138 ••.• •....• ,•• •.••.. ...... .... V see: Job Type: RESIDENTIAL ••'••' '..•.: ;;;;;, .. . .... ...... Building Code :.F.B.C.-2010' Edition Building Dept: Miami Shores The undersigned hereby certifies that the enclosed structural calculations were prepared either by myself or under my direct supervision. For the computer runs, if any, input was prepared and data ed and eted e on for preparationof the construction t uction +n the same manner docum Es! � + + + + + + + + iS Therefore, I accept professional responsibility fQK`NIP EV,;� MON% interpretation of any computer outputs. �` ,0�. `\(,ENS • F•�2 F .O• No.69969 '�• OF E�% , i r r g2 consulting group,inc joaquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 WIND LOADS PER ASCE7-10 EXPOSURE :C Roof angle: 3 (7Deg.) < 0 < _ (27 deg ) Roof angle: AjRge;.= — 0 := atan(slope) 12 V _= 175 mph Mean hight h := 15ft Importance Factor I := 1.00 Topographic Factor Kzt := 1.0 Velocity pressure Exposure 2 2 h oc Kz:= i (h < 15ft), 15 oc 2.01•(Zg1 2.01 ft JJ Z g Wind Directionality Factor Kd := 1.0 Basic Velocity Pressure qh:= 10.00256•Kz•Kzt•Kd•(V)2.1]•psf qh = 66.55•psf Job:PERIKLES Calc. by: JM Date:04/17/15 Checked by :JM Date:04/17/15 0 = 14.036•deg Kz = 0.85 .. .. ...... •..... ...... .. . . ... ...... t t g2 consulting group,inc Job:PERIKLES Calc. joaquin montesino, p.e by: JM Date:04/17/15 9725 sw 4 terr miami fl 33174 Checked by :JM Date:04/17/15 lic # 69969 CA 25882 Wall Pressure for building h<60ft Negative :zone4 2 A := (9ft) A = 27 ft2 AW 3 Gcp4 :=-1.2766 + 0.1766-log A— ft2 P4 gh•[Gcp4 - (-Gcpi)]-0.6 Negative: zone5 A Gcp5 :=-1.7532 + 0.3532•log — ft2 P5 gh•[Gcp5 - (-Gcpi)]•0.6 ositive :zone4 & zone5 2 A := (9ft) A = 27 ft2 Nw 3 Gcp4.5 := 1.1766 - 0.1766•log A— ft2 P4.5 gh'[GcP4.5 + (-Gcpi)]•0.6 Gcpi := -0.18 Gcp4 = -1.024 P4 =-48.07•psf GcP5 = -1.248 P5 =-57.008•psf Gcp4 5 = 0.924 P4.5 = 44.077•psf Veeo: g2 consulting group,inc Job:PERIKLES Calc. joaquin montesino, p.e by: JM Date:04/17/15 9725 sw 4 terr miami fl 33174 Checked by :JM Date:04/17/15 lic # 69969 CA 25882 Jack trusses 8 ft long. Ag:= 21ft 2 zone: 1 Negative with and without overhang Gcp := Gam:= -0.18 -0.9 if Ag <- 10ft2 -1.0 + 0.100•log Ag if 10112 <- Ag <- 100ft2 ft2 -0.8 if Ag > 100ft2 Gcp = -0.868 Plg:= [gh•[Gcp - (-Gcpi)] + 10psf]•0.6 zone2 : Negative without overhang ...• • Plg =-35.839•psf (neMindpresswe) •• -1.7 if Ag <- 10ft2 -2.200 + 0.50•log (��g if loft <- Ag <- 100ft2 ft2 -1.2 if Ag > 100ft2 Gcp 1.539 P2g:= [gh•[Gcp - (-Gcpi)] + 10psf]•0.6 . . P2g =-62.638•psf (net wind pressure) zone3 : Negative without overhang Gam:= -0.18 , t t g2 consulting group,inc joaquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 -2.6 if Ag <- loft -3.200 + 0.60•log Ag if lOft2 <- Ag <- 100ft2 ft2 -2 if Ag > 100ft2 Gcp = -2.407 P3g:= [gh•[Gcp - (-Gcpi)] + 10psf]•0.6 P3g =-97.29•psf (net wind pressure) zone2 : Negative with overhang RWII�:_ -0.18 for all : Ag 2P2& = [gh•[Gcp - (-Gcpi)] + 10psf]•0.6 zone3 : Negative with overhang Gam:= -0.18 = —3.7 if Ag <— l0ft2 —4.9 + 1.2•log (`ig-) if IOft 2 <— Ag <— 100ft2 ft2 —2.5 if Ag > 100ft2 Gcp = —3.313 Job:PERIKLES Calc. by: JM Date:04/17/15 Checked by :JM Date:04/17/15 G.G. • • f o000 •.Got. .. f .009 • P2g =-89.037•psf (neiwrn'd`pressurer • 0000:0 ...off 0 0000 :so**: •f.off Goof 00000 .Goof. 0 0 . G f0 00 .. fG GGGGo • . f . o f G • . 0 • f..f.. • Goof.. .. . . ... f0..0f f • 0 PX = [gh•[Gcp — (—Gcpi)] + 10psfj.0.6 P3g =—133.494•psf (net wind pressure) r g2 consulting group,inc Job:PERIKLES Calc. joaquin montesino, p.e by: JM Date:04/17/15 9725 sw 4 terr miami fl 33174 Checked by :JM Date:04/17/15 lic # 69969 CA 25882 Trusses & Girders over 17.3 ft long. = 100ft2 zone : 1 Negative with and without overhang Gam:= -0.9 if Ag <- l0ft2 -1.0 + 0.100•log Ag if loft <- Ag <- 104 ft2 -0.8 if Ag > 100ft2 Gcp - -0.8 P = [gh•[Gcp - (-Gcpi)] + 10psf]•0.6 zone2 : Negative without overhang 2W — i - 0.18 Plg =-33.133•psf (net wind pressure) -1.7 if Ag <- IN -2.200 + 0.50•log ig-) if loft <- Ag <- 100ft2 ft2 -1.2 if Ag > 100ft2 Pam= [gh•[Gcp - (-Gcpi)] + 10psf]•0.6 . . eeee goes•• ...... .. . ...... •..• ..•. . . '....' '....' Jr :_ -0.18 ..... ...... . . ..... .. .. .. .. ...... . . . . ...... P2g =-49.105•psf (net wind pressure) zone3 : Negative without overhang , i := -0.18 = -2.6 if Ag <- 10 2 -3.200 + 0.60•log (��9- if loft <- Ag <_ 100ft2 ft2 -2 if Ag > 100ft2 , e g2 consulting group,inc Job:PERIKLES Calc. joaquin montesino, p.e by: JM Date:04/17/15 9725 sw 4 terr miami fl 33174 Checked by :JM Date:04/17/15 lic # 69969 CA 25882 PU.= [gh•[Gcp - (-Gcpi)] + 10psf]•0.6 P3g =-81.051•psf (net wind pressure) zone2 : Negative with overhang GIN:= -0.18 for all : Ag PZ2g;.= [gh•[Gcp - (-Gcpi)] + 10psf]•0.6 zone3 : Negative with overhang tit'_ _ - 0.18 P2g =-89.037•psf (net wind pressure) -3.7 if Ag <- 10ft2 -4.9 + 1.2• log Ag if 10ft2 :5 Ag <- 100ft2 • • • ft2 ...... -2.5 if Ag> 100ft2 •••••• Gcp = -2.5 P&.= [gh•[Gcp - (-Gcpi)] + 10psf]•0.6 ...... P3g =-101.016•psf (net wind presgure � esgure r r g2 consulting group,inc Job:PERIKLES Calc. joaquin montesino, p.e by: JM Date:04/17/15 9725 sw 4 terr miami fl 33174 Checked by :JM Date:04/17/15 lic # 69969 CA 25882 Door Pressures for building h<60ft Negative :zone4 A:= 21ft2 AW Gam:=-1.2766 + 0.1766•log A GcP4 = -1.043 ft2 = gh•[GcP4 - (-Gcpi)]•0.6 6p4 =-48.84•psf Negative: zone5 A -1.7532 + 0.3532•log GcP5 = -1.286 ft2 = gh•[Gcp5 - (-Gcpi)]•0.6 p5 =-58.547•psf •. •. . . .... ...... positive :zone4 & zone5 ...... • .. . ...... .... .... . . .... .... ..... A:= 21ft • iwv ...... . . ..... A .. .. .. .. ...... • Gc 1.1766 - 0.1766•log GcP4.5 = 0.943 ...... 2 . . . . ...... ft ...... h Gc + Gc i 0.6 44.847 sf • • • • • . 3 3 g2 consulting group,inc Job:PERIKLES Calc. joaquin montesino, p.e by: JM Date:04/17/15 9725 sw 4 terr miami fl 33174 Checked by :JM Date:04/17/15 lic # 69969 CA 25882 window Pressures for building h<60ft Negative :zone4 A := 10 2 Aw (, 1.2766 + 0.1766•log A Gcp4 - ft2 = gh•[Gcp4 - (-Gcpi)]•0.6 T4 =-51.112•psf Negative: zone5 Gam:=-1.7532 + 0.3532•log A Gcp5 = -1.4 ft2 U= gh•[Gcp5 - (-Gcpi)]•0.6 P5 =-63.092•psf . . .... ...... positive mone4 & zone5 • • • • • • • ...... .. . ...... A := 10ft2 .... .... .... • • .... .... ..... ...... . . ..... 1.1766 - 0.1766•log GcP4.5 = 1 '..'.: 2 ..'..' ...... ft ...... ' . . . . ...... h Gcq.5+ Gc i 0.6 47.119 sf G2 Consulting Group, Inc. JOAQUIN MONTESINO RE 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 Job:PERIKLES Sheet No:_LL of Calc by:JM Date:04/17/15 Checked by:JM Date:04/17/15 COMBINED AXIAL LOAD & BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS: DEAD LOADS: DL := 921 IKA LIVE LOADS: ELL _Olbf Maximun Calculated Axial Loads: P := DL + LL P = 921 •lbf Calculated Axial Stress: fa := P An := 2.1.25in• 12in An An = 30•in2 fa = 30.7•psi The Allowable Compression Stress is: fm : 1500psii rr : h 2 Fa := .25•fm• 1 — 140•r) Fa = 343.46•psi Check Compressive Stress in Mason fb = Mw•2 b — 48in b•d2•j •k d - 3.81i4 ASCE7 — 10 ZONE4 : P=48.1 psf 8 " cmu TRY: MASONRY WALL PARTIALLY GROUTED # 6 @48" . ... •oo*:* •000 ..... • .• ...... •*0 G2 Consulting Group, Inc. JOAQUIN MONTESINO RE 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 Concrete Block: Block width: hblock := 7.625in web thickness: tweb := 1in Job:PERIKLES Sheet No:—�] of Calc by:JM Date:04/17/15 Checked by:JM Date:04/17/15 Shell thickness: tfs := 1.25in Block cell width: bcell := Bin — 2•tweb beell = 6 in Proposed spacing: Spacing := 48in No_R Cell := 1 Height of Wall: g h := 9ft Ac := S acin t 7 + Chblock — — (P g)' fs t J (b + t ) No fs cell web _ R Cell _ MA 2 �t Ac = 77.937 in I As :_ .44in2 Es := 29000000psi Em := 900•Pm • • • • .... As ...... p:= — Ac .... .... • p=5.646x 10 ...... • Es = 48.1psf ;••;•; • n:=— Em n=21.481 w := Spacing•P • •• •••••• • ... w = 192.4•plf p ft • • • p•n = 0.121 Mw := 1 •w•12 8 Mw = 1948•1bf•ft k:= 2•n•p + (n•p)2 — n•p k = 0.386 k 11 j ' 1 3 Fb:= (-1) fm 3 G2 Consulting Group, Inc. JOAQUIN MONTESINO RE 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 j = 0.871 M fb :_ w•2 b•d2 j •k fb = 199.533•psi fb — = 0.399 Fb Job�PERIKLES Sheet No:, of Calc by:JM Date:04/17/15 Checked by:JM Date:04/17/15 Fb = 500•psi fa+fb =0.49 Fa Fb Check := ifs I floofa + fb) I > 1.0, "NO GOOD" , "OK"J Ll `Fa Fb J Check = "OK" CHECK BARS TENSION 1 2 �wj :�48.lpsff. FLEE MW := 8 •w�•1 MW = 487•lbf• ft MW As. := j d FS SPACING OF BARS S := — AAA As 2 AS, = 0.073• i$ S = 71.985•in one 4 :Used # 6 @ 48" FS:= 24ksi 2 1d := 3.81 in' g2 consulting group, inc Joaquin Montesino p.e 9725 sw 4 terr miami tl 33174 ph/fax:786-2940032 lic:69969 Job:PERIKLES Sheet #: t It Calc by:jm_Da e4/17/15 Check by:jm Date: 4/17/15 COMBINED AXIAL LOAD & BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS: DATA: LRY " fc-"1 DEAD LOADS: TRY 1#6 MASTER BEDROOM DL := 17521bf WIND VELOCITY: 175MPH EXP :C ASCE7 — 10 h := 9ft LIVE LOADS: ZOO NE LL := Olbf pW := 63psf Maximun Calculated Axial Loads: P := DL + LL P = 1752 • lbf Calculated Axial Stress: P [A := 7.625in • 7.625in • 1 • • • • An • . . . An = 58.141 • in " ' • •':'. '. ...... .. . ...... fa=30.134•psi •••�•• • • • The Allowable Compression Stress is: •••• •••• ••••• fm := 150 p h := 9ft r := 2.2iri ..'..' '..'.: ..... .....• . . 2 . . . . ...... Fa := .25 • fm • 1 — • • 140•r . • .. Fa = 328.892 • psi Check Compressive Stress in Masonry Mw•2 fb = b•d2•j •k 11► fitl��a �n+u �kell g2 consulting group, inc Job:PE lKLES Joaquin Montesino p.e Sheet A of 9725 sw 4 terr miami fl 33174 Calc by.jm_Dat :_4/1 f/15 ph/fax:786-2940032 Check by:jm Date: 4/17/15 lic:69969 I -=-8 'L:= 24in L= 7q tfs := 1.25in d .= 3.81iA —� — - 2 SI Ac:= I•d+—' tfsl Ac=45.48• inl 2 2 1 2 Es := 29000 • ksi Em := 900 • fm As :_ .44in 1 bar #6 As p _Ac L. w := pw ' 2 3 �— p=9.675x 10 w = 2205 Es n := — Em n=21.5 p•n=0.208 �••••� 1 2 : •.••�• Mw:= — • w h •�. •• • •••• • 8 • • •*fee • Mw = 2.233 x 10 lbf • ft • • • • • • ••••0000 •.•• • • • k:= V2 • n • p + (n p)2 — n • p •••••• ••••• .•:••• • • • 00000 •• •• •••••• • k=0.47 •••••• • • k • • • • •••••• 1 - - f • •••••• • • j = 0.843 •••• Mw 2 1 fb := Fb := — • fm b d2 j k 3 Fb = 500 • psi fb = 465.988 psi fa + fb = 1.024 ok Fa Fb g2 consulting group, inc Joaquin Montesino p.e 9725 sw 4 terr miami fl 33174 ph/fax:786-2940032 lic:69969 check tension on reint for fc-1Piambs 2 lbf Fs := 24ksi w=220.5•— ft Mw_ (I).w.h2 _ Mw . 8 nAn�n' j , d • Fs • 1 As = 0.347 • in2 i < As' ok! CHECK := if(As <_ As', "ok", "not good") CHECK = "ok" OTE : USE 1#6 VERT. Job:PVIKLES Sheet #: of Calc by:jm_Date:_4/17/15 Check by:jm Date: 4/17/15 ...... .. . ...... .... ...... .... .... ..... .... .... ...... G2 Consulting Group, Inc. JOAQUN MONTESINO, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 Phone/Fax: (786) 294-0032 EXISTING BM CHECKADUL STL U BEND REINF. FOR EXIST. BM b2 := 7.625in t1 := .75in Calculate Yc h1 := 12in h1 Y1 2 Al := h1't1 Y1-A1 + Y2'A2 + Y3'A3 Yc := Al + A2 + A3 h 1 Yc = 4.7•in d1 := 2 -Yc calculate moment of inertia t1•h13 2 b2't23 2 h3•t33 2 Ic := 12 + Al d1 + 12 + A2 d2 + 12 + A3'd3 Ic = 169.2•in4 Check strenght on stl u pl Fy := 36ksi fball := 0.6•Fy fball = 21.6•ksi M .= 1 w•L2 8 M=31-kip -ft M fbt := Ic c1 fbt = 10.4 • ksi Job: PEIRIKLES 2 Sheet No: of Calc. by: JM Date:4/17/15 Check by :JM Date:4/17/15 t2 := 0.25in t3 := 0.25in h2 := .25in h3 := 5in h2 h3 Y2:= Y3:= 2 2 A2 := b2 42 A3 := h3 • t3 t2 d2 := Yc - 2 0000 • . • .... h3.. d3 := Yc- -AS**** ��• .. 2... %. . ••.• .... •..••. . . •• •• 0 0 .• •. ...... . •...•• • . • .• . • •.• so • 29 a := 2 ft wt := 60psf Ibf ft w:= a•wt+ 100 ft Ibf w = 970 •— ft L /Vw W.2 V = 7.8•kip c1 := Yc c2 := h1 -Yc M fbc := — •c2 Ic fbc = 16•ksi G2 Consulting Group, Inc. JOAQUN MONTESINO, RE 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 Phone/Fax: (786) 294-0032 check := if (max(fbt , fbc) :- fball , "good" , "nogood" ) check = "good" Calculate shear strenght Job: P RIKLES 2 Sheet No: of Calc. by: JM a e:4/17/15 Check by :JM Date:4/17/15 Fv := 0.4•Fy Fv = 14.4•ksi �h� - Yc) (h3 - Ycl Q :_ (h, - Yc)•tj • 2 + (h3 - Yc)•t3•\ 2 J T :_ V•Q tmax := tl + t3 Ic-tmax T = 0.9-ksi check~ = if (T S Fv, , "good" , "nogood" check = "good" Shear flow V•Q qv . Ic kip qv = 10.9• ft i sb := 8.8kip spacing of bolt Sb s :_ — = 9.6•in AM qv note :use 2 -5/8" diam mb 307 at ea end. balance @ 16" .... ...... .... .... ..... .. .. .. .. ...... G2 Consulting Group, Inc. Joaquin Montesino P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 Phone/Fax: (786) 294-0032 Desian steel elate for the existina tie.bm Data: bc := 8in hc := 12in fc := 3000psi 3 t := 16 in h := 8in Fy := 36ksi w := 1000 lbf L, := 7ft Spans of beam ft V 1 := •w•L, • 1.15 Actual max shear force 2 1 2 Actual max Bending Moment M := w•L, 8 1a.Calculate Shear Stress on plate Api := t • h Steel plate area Ap, = 1.5 • in2 V f„ := •1.5Max actual shear stress Ap, •2 F„ := 0.4•Fy Allowable steel shear stress Check1 := if(f„ <_ F,,, "good" , "nogood" ) Check1 = "good" Lb Check bendindg strew on steel pl t•h2 Steel plate modulus of section ^' 6 fb := M Max actual bending stress S•2 Fb := 0.6-Fy Allowable bending stress Check2 := if (fb <_ Fb, "good" ,"no good") Check2 = "good" Job: PE I LES Res Sheet No: —LA —of Calc. by.jm_Date:4/20/15 Check by :LDate:4/200/15 Concrete properttes Steel plate properties V = 4.025•kip M = 6.125•kip•ft • .... f„=2•ksi •• •... ...... . .. .• . ...... F„=14.4•ksi .... ...0 •••••• .... .... ..... ...... . 00060 .. .. 00000 ...... ...... • . . . . • . .. . • ... . .. . fb = 18.38•ksi Fb = 21.6-ksi G2 Consulting Group, Inc. Job: PERj! LES Res Joaquin Montesino P.E Sheet No: of 9725 S.W. 4 th TERR. Calc. by:jm_Date:4/20/15 Miami, FL 33174 Check by :jm Date:4/200/15 LIC# 69969, CA 25882 Phone/Fax: (786) 294-0032 2. Check thru mb bolts in dbl shear 5/8" diam. A307 F,.s := 10ksi Allowable shear stess for MB D=5/8" Ab := 0.3in2 Area of bolt Using : n := 2 bolts Vds := Fv.s•Ab-2-n Check3 := if(V S Vds, "good" , "nogood") Check3 = "good" 3 Check bearing capacity of a bolt on plate Fbearing 0.9•FyAllowable Bearing of steel Fbearing = 32.4•ksi Abearing := t•0.625in•n•2 steel area for bearing V fbearing Abearin9 fbearing = 8.587•ksi Check4 := if(fbearing < Fbearing , "good" , "nogood" ) Check4 = "good" 4. Check bearing capacity of bolts on concrete Fbc := 0.35•fc Allowable bearing of concrete Fbc = 1.05•ksi 5 ABC:= 8—in•7.625in•n V fbc := — ABc ABC = 9.531 -in 2 •.. • AbeaNng = 0.4690iO • • ....:. ...... • .... ...... .....• •06 • .•.•.• • • • . • • ...... • . ... . • •. . F„ = 14.4•ksi G2 Consulting Group, Inc. Joaquin Montesino P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 Phone/Fax: (786) 294-0032 fbc = 0.422•ksi Check5 := if(fbc <_ Fbc, of , "nogood" ) Check5 = "good" 5. Check tear on pl It := 3in edge distance At := It-t-4 Area for tear Job: PERIKLES Res Sheet No: V of Calc. by:jm_Date:4/20/15 Check by :LDate:4/200/15 ft := A actual tear stress in plate ft = 1.789.ksi t Check := if(ft <_ Fv, "good" , "nogood" ) • • • • Check = "good" .... • cote : used steel plate 8"x3/16" with 2-5/8" diam. bolts thru A-307at supports add*:*: ialance at 12"c/c • .... ...... • • • • • • • • • • • COUNTY ....._. MiAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) WWW.miamidade.eov/economy Nu-Vue Industries, Inc. 1055 East 29rh Street Hialeah, FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade,Coupty Producf Lontrol Section that this product or material fails to meet the requirements of the applicable Bvjjdii g code., This product is approved as described herein, and has been designed to comply with-theFdorida BVU;pjg Code, including the High Velocity Hurricane Zone. • • • . • . , DESCRIPTION: Series AB, NVSTA, NVHTA, NVTHJ, IKE, NVTT and NVFLC *`PStee1 10" . • , Connectors APPROVAL DOCUMENT: Drawing No. NU-1, titled "Truss and Top Plate Anchds';sheets% tlnAugh 4 of 4, dated 02/18/2008, with last revision dated 01/25/2012, prepared by Nu-Vue hidaetries, Inc., signed and • sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control rer;ewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Ct litrol Section. MISSILE IMPACT RATING: None •' • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the,job site at the request of the Building Official. This NOA renews NOA # 12-0130.32 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 13-0206.17 /' + L Expiration Date: May 22, 2018 /; n Approval Date: May 2, 2013 -� Page 1 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU-1, titled "Tiuss and Top Plate Anchors", sheets 1 through 4 of 4, dated 02/18/2008, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 08-0325.02" Test reports on wood connectors per ASTM D1761-88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Load Direction Date 1. 05-5195A AB-5 F1 and F2 06/03/05 2. 05-5196A AB-7 F1 and F2 06/11/05 3. 04-4995 NVTHJ-26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31/05 5. 05-5612 IKE-1 Upward, Ll and L2 03/20/06 6. 06-5622 1KE-2 Upward, LI and L2 05/01/06.... 7. 04-4908 NVTT Upward and Ll .07/21/04....' 8. 03-4631 NVTT Upward and Ll • • 06/21/0�4• • * - 9. 08-6711 NVHC-37 Upward, Ll and L2 "`; 0�3/14/08• • • ...... . .... .... (i " ....` `....` C. CALCULATIONS Subtttitied under NOA # 08-0325.02 1. Shear value of common wire nails and steel plate tensile calculV111% prepped 17y Vipin N. Tolat, P.E., Consulting Engineer, dated 03/20/2008, s, *, and seared'by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE . . 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest, dated 01/31/2013, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 08-0325.02" 2. Code conformance letters for all of the tests listed on Section B, issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. A 1, ��W, :3 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 13-0206.17 Expiration Date: May 22, 2018 Approval Date: May 2, 2013 E-1 Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces. Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel The strap is made of 14 gauge steel and the seats of 20 gauge steel. plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. UPLIFT A L✓ r.... Met. a a e'.".ar yte V. sotto" chore. �i Assembly Product Dimension H Total No. of Fasteners Total No. of Fasteners in Allowable Loads (Ibs) Assembly Dimension Total No. Total No. of of Fasteners Fasteners in Allowable Loads Ohs) Code (inches) in Strap 20 GA. Seat Product Code H (inches) in two Straps 20 GA. Seat 6 s 6 10d x 1Si" 10d x 1W" Uplift Ll L2 10d x 1 " 10d x 1 Uplift Uplift Ll L2 NVSTA12 12 5 6 1046 700 1049 NVHTA12 12 10 6 1506 1766 1050 1450 6 6 1141 760 1144 12 6 1693 1987 1181 1631 NVSTAI6 16 NVHTA16 16 7 6 1236 B23 1239 14 6 1883 2208 1312 1812 NVSTA20 20 8 6 1 1331 887 1335 NVlTCA20 20 16 6 2071 2429 1444 1994 NVSTA22 22 9 6 1426 950 1430 18 6 2259 2649 1575 2175 NVHTA22 22 Notes: NVSTA24 24 NT.A 24 1. Nails are necessary in straps and seat to achieve, desing loads. 2. Sea note 6, sheet 1 for combined loading. 3. Nails through chords shall not force the truss plates. 4. • For general notes, see sheet 1. 5. For higher uplift loads, concrete shall be 3000 psi. 6. Based on min. 2500 psi concrete. •• ••• • • • • • •• ►to&Wr • ••• • • • • • APwascqoapt�w No r. 104 r • • • • • P CANO •• • • • • • • •• • • ••• • ••• • •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 66 The lower the EnergyPerformance Index, the more efficient the home. 9730 NE 5th Ave Road, Miami Shores, FL, 33138- 1. New construction or existing Existing (Projected 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 2694.00 ft' 2. Single family or multiple family Single-family b. Concrete Block - Int Insul, Adjacent R=4.1 216.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=19.0 3980.00 ft2 6. Conditioned floor area (ft2) 3980 b. N/A R= ft2 c. N/A R= ft2 7. Windows" Description Area 11. Ducts R ft 2 a. U-Factor: Sgl, U=0.60 541.25 ft2 a. Sup: 1st Floor, Ret: 1st Floor, AH: 1st Floor 6 50 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 100.4 SEER:18.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems • • • • ketu/hr• ..6ifficiency ••••�• SHGC: a. Electric Strip Heat • • • • • 34.Q gWP:1.00 • Area Weighted Average Overhang Depth: 1.000 ft. •• • • • • • Area Weighted Average SHGC: 0.270 ego*** 8. Floor Types Insulation Area 14. Hot water systems • • • • • • • Ca allons �: • • • • •' • • • a. Crawlspace R=0.0 3980.00 ft2 a. Electric • • • • • • • • • fF: 0.92 • • • • • b. N/A R= ft2 b. Conservation features • • • • •.. • • • • • • • • •' • • c. N/A R= ft2 None •00• • • • • • • 15. Credits 006000 • Pstat •. • • • • • •••••• 00 •••• :-0__-0 • • I certify that this home as complied with he Florida Energy Efficiency Code for Building Construction through Jhe above energy s ving features which will be installed (or exceeded) in this home before fi al inspection. Oth twise, a new EPL Display Card will be completed d,on installed Co a compliant featu es. q D;Tig�n'_ayture: n . l I Date: .V L �� Address of New Home: / City/FL Zip *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Perikles Residence Renovation Builder Name: Street: 9730 NE 5th Ave Road Permit Office: City, State, Zip: Miami Shores , FL , 33138- Permit Number: Owner: Jurisdiction: Design Location: FL, Miami 1. New construction or existing Existing (Projecte 9. Wall Types (2910.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 2694.00 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 216.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types (3980.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=19.0 3980.00 ft2 6. Conditioned floor area above grade (ft2) 3980 b. N/A R= ft2 . N/A _ 2 R Conditioned floor area below grade (ft2) 0 11. R ft2 7. Windows(541.3 sqft.) Description Area a. Sup: 1st Floor, Ret: 1st Floor, AH: 1st Floor 6 50 a. U-Factor: Sgl, U=0.60 541.25 ft2 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency a. Central Unit 100.4 SEER:18.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr ••Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat • • 34 9 •GO::1.00 ... • • SHGC: '••' : •• 4 •' Area Weighted Average Overhang Depth: 1.000 ft. • • • ' �' ; .. • •; Area Weighted Average SHGC: 0.270 14. Hot water systems Electric • • Cap. A 8. Floor Types (3980.0 sqft.) Insulation Area a. gallons • • • • • • • • • •'E" • a. Crawlspace R=0.0 3980.00 ft2 b. Conservation features 10920 000000 • • • • • • • • • • b. N/A R= ft2 None •••••• • • ••••• c. N/A R= ft2 15. Credits • • • • • • • •Pstat • • • • • T tal Proposed Modified Loads: 79.82 IS • • Glass/Floor Area: 0.13 PASS • Tot I Reference Loads: 120.23 . �. • 1 hereby certify that t e plans and specifica ions covered by Review of the plans and 0 -V1'1E T T� this calculation are i compliance with the lorida Energy specifications covered by this Code. calculation indicates compliance+, with the Florida Energy Code. PREPARED BY: Before construction is completed =- DATE: this building will be inspected for compliance with Section 553.908', t I hereby certify that this buildingvsdesigned, is in compliance Florida Statutes. with the Florida Energy Code. C0 WV -I OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/9/2015 8:40 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Perikles Residence Renovatio Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 3980 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 9730 NE 5th Ave Road Permit Office: Cross Ventilation: No County: Miami -Dade Jurisdiction: Whole House Fan: No City, State, Zip: Miami Shores , Family Type: Single-family FL , 33138- New/Existing: Existing (Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 3980 35820 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Co led Heated 1 1st Floor 3980 35820 Yes 6 5 1 Y2 •''r2S • 4�s"' FLOORS •••••• •• ••••• # Floor Type Space Exposed PeriWall Ins. R-Value Area Floor Joist t;-WjlWe Tile • e Wood Carpet • o 1 Crawlspace 1 st Floor 334 ft 0 3980 ft2 • 0 9090 0.209040 0.E • : • • • e Goes* ROOF • .. .. .. .. ..... / Roof Gable Roof Solar SA : •ErZtt Ernitt Oeck ototr # Type Materials Area Area Color Absor. Tested• G • G Tested Insul. Ed ) •••• •o • • •G• s • 1 Gable or shed Barrel tile 4102 ft2 496 ft2 Medium 0.96 No 0.9 • • No* • '0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 3980 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 19 3980 ft2 0.11 Wood 4/9/2015 8:40 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # nrnt Space To Wall Type 1 N Exterior Concrete Block - Int Insul 1st Floor 4.1 60 16 9 0 552.0 ft2 0 0 0.5 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 84 6 9 0 760.5 ft2 0 0 0.5 0 3 E Exterior Concrete Block - Int Insul 1st Floor 4.1 69 6 9 0 625.5 ft2 0 0 0.5 0 4 W Exterior Concrete Block - Int Insul 1st Floor 4.1 84 0 9 0 756.0 ft2 0 0 0.5 0 5 E Garage Concrete Block - Int Insul 1st Floor 4.1 27 0 8 0 216.0 ft' 0 0 0.5 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood 1st Floor Wood .46 4 7 28 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 TIM Single (Tinted) Yes 0.6 0.27 129.2 ft2 1 ft 0 in 1 ft 6 in None None 2 S 2 TIM Single (Tinted) Yes 0.6 0.27 180.0 ft2 1 ft 0 in 1 ft 6 in None None 3 E 3 TIM Single (Tinted) Yes 0.6 0.27 138.8 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds None 4 W 4 TIM Single (Tinted) Yes 0.6 0.27 93.3 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds None GARAGE • • • • # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height •,Wostd Wall 1pj44tion •• 1 621 ft' 621 ft2 64ft 8ft •••••• 0.39 •• • • ••••• INFILTRATION •••• •••• • ...... . . ..... # Scope Method SLA CFM 50 ELA EgLA ACH •. • k0H 50 •. • •.: • • • • • 1 Wholehouse Best Guess .0005 5219.8 286.56 538.92 .345 : • •:8134 • • • • . • •••• HEATING SYSTEM • . .. ... # System Type Subtype Efficiency Capacity •Block• Ducts 1 A Electric Strip Heat None COP: 1 17 kBtu/hr 1 sys#1 1 B Electric Strip Heat None COP: 1 17 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 A Central Unit Split SEER: 18 55.4 kBtu/hr 1662 cfm 0.76 1 sys#1 1 B Central Unit Split SEER: 18 45 kBtu/hr 1350 cfm 0.76 1 sys#1 4/9/2015 8:40 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 80 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 1st Floor 6 50 ftz 1st Floor 10 ft' Default Leakage 1st Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Xj Jan Feb X] Mar [[X] Apr May Jun Jul X] Aug Sep Oct Nov X Dec Heating Jan IXXj ] Feb f X] Mar [X] Apr JXj XMay X] Jun XJul IXI IXJ IX] Aug IXXI XSep Oct jXj IXXJNov X DecVentingX lX] Jan X Feb X Mar [X Apr X May X Jun X Jul X Aug X Sep X Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 090476 0 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 ;78 .' . 78 " `/t A! 0 0 PM 78 78 78 78 78 78 78 78 76• • 78 90078 •" 78 • Heating (WD) AM 66 66 66 66 66 68 68 68 'b�';" 68 68' PM 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 680 • • 68 " 15S 08 PM 68 68 68 68 68 68 68 68 16§0 0 9 68 • . 66 6Fi• • • • • ..•..• • • 4/9/2015 8:40 AM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 9730 NE 5th Ave Road PERMIT #: Miami Shores, FL, 33138- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: X gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental X electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shave •• • • •� be considered ducts or plenum chambers, shall be conshc*;6and • sealed in accordance with Section 503.2.7.2 of this code,, . • • 0 0 . : • 403.3.3 Building framing cavities shall not be used as supply ducts.... ..I. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in • • * • Table 403.4.3.2. Provide switch or clearly marked circuitbraakar (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 ...... + accessible manual OFF switch. • Mechanical 403.5 Homes designed to operate at positive pressure or with roecbagical ' • ventilation ventilation systems shall not exceed the minimum ASHRA£621evel..' ' X No make-up air from attics, crawlspaces, garages or outdoors adjacenf' to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or X other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special �/ X equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 4/9/2015 8:40 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Building Input Summary Report PROJECT Title: Perikles Residence Renovation Bedrooms: 5 Address Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Conditioned Area: 3980 sq.ft. Block/SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 9730 NE 5th Ave Road Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores, Family Type: Single-family Whole House Fan: No FL, 33138- New/Existing: Existing (Projected) Terrain: Suburban Year Construct: 2015 Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 Natural Gas Therm Florida Average 0 • • �•q.1151 • 1.7386 •••• ••••• Fuel Oil Gallon EnergyGauge Default 0 • • • 1.1 • Propane Gallon EnergyGauge Default •• • 0 •••• • Q.8Q6 • • •• • ••••• SURROUNDINGS •••••• • .••.• Shade Trees • • Adjacent Buildings• • • • 00009 Ornt Type Height Width Distance Exist Height• • • • • • • Width* • Distanoe: • • • • • N None Oft Oft Oft 0ft��••�• Oft Oft NE None 0 ft 0 ft 0 ft 0 ft •• • 0 ft �• 0 ft • E None Oft Oft Oft Oft* Oft:•••:• Oft •*•* SE None Oft Oft Oft Oft: .•• Ofto Oft• :•••• S None 0 ft 0 ft 0 ft 0 ft 0 0 ft • • : • : oft SW None Oft Oft Oft Oft Oft • oft W None 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft NW None 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft BLOCKS Number Name Area Volume 1 Block1 3980 35820 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 1st Floor 3980 35820 Yes 6 5 Yes Yes Yes FLOORS # Floor Type Space Exposed Peri Wall Ins. R-Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace 1 st Floor 334 ft 0 3980 f? 0 0.2 0 0.8 4/9/2015 8:41 AM EnergyGauge@ / USRFSB v3.1 Page 1 of 4 Building Input Summary Report ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Barrel tile 4102 ft' 496 ft2 Medium 0.96 No 0.9 No 0 14 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 3980 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 Under Attic () 1 st Floor 19 3980 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. Adl'acent Space Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 60 16 9 0 552.0 ft2 0 0 0.5 0 2 S Exterior Concrete Block - Int Insul 1 st Floor 4.1 84 6 9 0 760.5 ft2 0 0 0.5 0 3 E Exterior Concrete Block - Int Insul 1st Floor 4.1 69 6 9 0 625.5 ft2 0 0 .., ,0.5 0 4 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 84 0 9 0 756.0 ft' • 0 • 0 • • • • 4A • • 8 • • 5 E Garage Concrete Block - Int Insul 1 st Floor 4.1 27 0 8 0 216.0 ft2 • t 0 . • ; *0.5 0 • •....• •. . •... DOORS ' •"' • • 90* With ..• Height••• •••• # Ornt Door Type Space Storms U-Value Ft • • 0. • • Ft .In . Area.:. 1 S Wood 1 st Floor Wood .46 4 • • • • 7 • • • • 28 ft' • • • • WINDOWS 0 • Wall Overhang �..• : • •.. • # Ornt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Sha" * ;Screening 1 N 1 TIM Single (Tinted) Yes 0.6 0.27 Y 129.2 ft' 1 ft 0 in 1 ft 6 in None None 2 S 2 TIM Single (Tinted) Yes 0.6 0.27 Y 180.0 ft' 1 ft 0 in 1 ft 6 in None None 3 E 3 TIM Single (Tinted) Yes 0.6 0.27 Y 138.8 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 4 W 4 TIM Single (Tinted) Yes 0.6 0.27 Y 93.3 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess .0005 5219.8 286.56 538.92 .345 8.7434 All 4/9/2015 8:41 AM EnergyGauge® / USRFSB v3.1 Page 2 of 4 Building Input Summary Report GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 621 ft2 621 ft' 64 ft 8 ft invalid MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ftz 0 ft 0.3 1 st Floor HEATING SYSTEM # System Type Subtype Efficiency Capacity -------Geothermal HeatPump-------- Ducts Block Entry Power Volt. Curr 1 A Electric Strip Heat None COPA 17 kBtu/hr sys#1 1 1 B Electric Strip Heat None COPA 17 kBtu/hr sys#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 A Central Unit Split SEER:18 55.4 kBtu/hr 1662 cfm 0.76 sys#1 1 1 B Central Unit Split SEER:18 45 kBtu/hr 1350 cfm 0.76 s s#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt t?2tiTt� 1 Electric None Garage 0.92 80 gal 80 gal 120 deZ one SOLAR HOT WATER ...... .. . .... ' Collector Surface Absorp. Trans Tank Tank n Heat �V Pdi�ltf Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Lff Purlped F�gr�Y •.•• ••• DUCTS DUCT --------- Supply --------- ---------- Return --------- Air CFM 25 tFM25 ' : • • .: • HVAC # # Location R-Value Area Location Area Number Leakage Type Handler TOT ;OUj'. QN 'RLF Heat tjed• 1 1 st Floor 6 50 ft' 1 st Floor 10 ft' 2 Default Leakage 1 st Floor Default c Default c ' • • 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling Jan Feb Mar Apr May Jun Jul Aug [X] Sep X Oct [X Nov (X Dec Heating X Jan JXXJFeb JXJ XMar jXXjApr JXJ JXXJXJul May X� Jun jXj IX Xj Aug IX X1 Oct [X] Sep IX IX� Nov lX� DecVenting X Jan X Feb X Mar X Apr X May X Jun X Jul X Aug X Sep Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/9/2015 8:41 AM EnergyGauge® / USRFSB v3.1 Page 3 of 4 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 891 kWh/Yr Peak Value: 200 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 1057 kWh/Yr Peak Value: 345 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 1006 kWh/Yr Peak Value: 184 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 .•• j 1 % Released: 0 PM 1 1 1 1 0 0 0 0 , 0 , 0 ' • • • 0* "go* Annual Use: 0 kWh/Yr Peak Value: 0 Watts ' ' ' • Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 9.84 , • • 0.343 • 00.343 0.4 • • • % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 014 • • 0.229 01.171 0.. 01g • Annual Use: 447 kWh/Yr Peak Value: 165 Watts • •+• • • • • • Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 (1.1 0.8 0 V8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 094"; 0.93 •' JO.E' Otte' Annual Use: 775 kWh/Yr Peak Value: 106 Watts • • • Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 •0.1 • • 0.1 0.1 0.1 • % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 '0.1 ' 0.1 : • • 41• 0000 0 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts : • • • : • • + • MISC ELECTRICAL LOADS ' ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 4/9/2015 8:41 AM EnergyGauge® / USRFSB v3.1 I Page 4 of 4 • Air System Sizing Summary for AC#1 Project Name: 15-0304 Perikles Residence 04/08/2015 Prepared by: ARPE Engineering, Inc. 01:24PM Air System Information Air System Name: ...............................-- ....... -.---....---AC#1 Air System Type: ....................................... Single Zone CAV Sizing Calculation Information Calculation Months: ................................................ Jan to Dec Central Cooling Coil Sizing Data Total coil load: ............................................................... .........4.4 Tons Total coil load: ........................................................................ 2.2 MBH Sensible coil load: .................................................. ............. 40.6 MBH Coil airflow: .........................................................................1787 CFM Sensible heat ratio: ........................... -- ........................ 0.778 Area per unit load: .............................................................. 540.9 sgft/Ton Load per unit area: ....................................................... ....... 22.2 BTU/(hr-sgft) Central Heating Coil Sizing Data Max coil load: ....................................................................15.9 MBH Coil airflow:-. .............................. ............................................ 1787 CFM Load per unit area: .................................................................. 6.8 BTU/(hr-sgft) Supply Fan Sizing Data Actual max airflow:.-. .................................................... ...... 1787 CFM Standard airflow: ..........................................---...-----.....1786 CFM Actual max airflow per unit area: ..................................... 0.76 CFM/sqft Outdoor Ventilation Air Data Designairflow: ................................................ ...........................0 CFM Airflow per unit floor area: ...................................... ........... 0.00 CFM/sqft Space Sizing Data Number of zones: ...........................................--........................1 Floor Area: .... .. ..........................................................2355.0 sqft Location:............................................Miami Shores, Florida Calculation method: ............... Transfer Function Method Load occurs at: ...................................... .. •............Jul 1600 OADB / WB:................................................................90.6/77.9 F Entering DB / WB:........................... .. ....................... 75.4/63.4 F Leaving DB / WB:.................. ... ...........................54.3/53.2 F CoilADP: ................................................................................. 52.0 F Bypass Factor: ...• •... ----- ..................................... 0.100 ResultingRH:..................................-• ..--.............................. 52 % Design supply temp: ............................. ....... ..................54.0 F Load occurs at: .............................................................. es Htg Ent DB / Lvg DB: ......................................................69.9/78.2 F Fan motor BHP: ............................................--..................0.21 BHP Fan motor kW: ............ .......................................-..............0.16 kW Fanstatic: ......................................................•--- -- .................0.40 in wg Airflow per person: • • • •••••• • •••••• Space Name Maximum Design Time of Peak Maximum Space 6psee Cooling Airflow Load Heating Floor &4wo Sensible CFM Load MBH Area • • • • MBH s ft • Zone 1 40.5 1787 Aug 1500 16.4 2355.0 0. 6 •••• UQ • GEA/persop • • • • • •• •• •••••• • Block Load 4.15 Page 1 of 1 r System Input Data Project Name: 15-0304 Perikles Residence 04/08/2015 Prepared by: ARPE Engineering, Inc. 01:25PM General Details: Air System Name: .................... ------------------------- ...AC#1 Air System Type: ................................... Single Zone CAV Number of zones:........ ................................ ...........................1 SystemStartup: ........................................................................... 6 Duration of Operation:......_........................._.................---.---.24 Central Cooling Coil Data: Used?: ................................................................................ YES Supply Air Temperature: .................................................... 54.0 F Coil Bypass Factor: ................................. .... ... ......... ....----0.100 Central Heating Coil Data: Used?: .............................................----------................._.. --....YES Supply Temperature: ................ ................. --------- 110.0 F Supply Fan Data: Configuration: ............................ ......... - ----..-.--Draw-thru Fan Performance: ................................................................. 0.40 in wg Ceiling Return Air Plenum Data: Return Air Via: .................................................. Ducted Return Zones Included: Zone Names Zone 1 Thermostats Data: Cooling T-stat: Occ-............................................................. 75.0 F Cooling T-stat: Unocc:........................................................85.0 F Heating T-stat: Occ:............................................................. 70.0 F Heating T-stat: Unocc:........................................................60.0 F Safety Factors: Cooling Sensible Safety Factor: ............................................ 0 % Cooling Latent Safety Factor: ........................ ........................ 0 % Heating Safety Factor:.. - ...................................................... % •••••• •• • •••••• • •••• •••• • • •••• •••• • •••• • • •••••• • • ••••• • 000000 ••• ••• •••••• • •••••• • • • • • • •••••• •••••• • • • • •*9000 • • Page 1 of 1 ALLSTATE SURVEYING, LLC PROPERTY LOCATION MAP PROUDLY SERVICING ALL OF FLORIDA . _ t DATE :11/25/2014 FILE NUMBER: PFR.JO.11-14 PROPERTY ADDRESS: 9730 NE 5TH AVENUE ROAD MIAMI SHORES, FL 33138 CERTIFICATIONS: LEGAL DESCRIPTION: COUNTY: MIAMI-DADE JOHN PERIKLES LOTS 17 AND 18 IN BLOCK 97 OF THE AMENDED PLAT OF MIAMI SHORES ,SECTION NO.4, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 15 AT PAGE 14 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, TOGETHER WITH IMPROVMENTS THEREON, AND STOVE, REFRIGERATOR AND ALL ATTACHED EQUIPMENT, LOCATED IN THE BUILDING ON THIS PROPERTY. • • FLOOD INFORMATION: • • •••• ••••• • • • • • • • • • • • COMMUNITY NUMBER: 120652 �/I� PANEL NUMBER:12086CO306 \` • • • • DATE OF INDEX: 09/11/2009 SUFFIX: L • • • • • • • Y • • • • • • • FLOOD ZONE: X BASE FLOOD ELEV: N/A ! M • • • • • • • • *000 LEGEND &ABBREVIATIONS: GENERAL • • • • •#•• •••• A/C.............AIR CONDITIONER OVERHEAD CABLES(OH) THIS IS A COPYRIGHT DOCUMENT CONTAININ6"616RIETARY IYFORMd TION • • • • BM..............BENCHMARK - off - AND IS NOT WARRANTED BY ALLSTATE SUFiV� PIVl OR ?I•�E♦SIGNING (C)..............CALCULATED POLWI� HLORIDE FENCE (PVCF) ,LLC. • • • • • SURVEYOR WHEN COPIED BY OTHERS. C.G............. CURBCONCRETE GU GUTTER OR VALLEYED GUTTER C 8 G.........CURB 8 GUTTER WIRE OR CHAIN LINK FENCE (CLF) • UNLESS OTHERWISE SHOWN HEREON, THB*MX"MNG NOTES ARPLY: • CH..............CHORD — X— X— RECORD AND MEASURED CALLS ARE IN VBSIANVAL AGREEMENT AND POIN****so C.M.E.........CANAL MAINTENANCE EASEMENT WOOD FENCE (wF) ARE WITHIN 0.10' POSITIONAL TOLERANCE. • • • • • • CNA............ CORNER NOT ACCESSIBLE METAL FENCE (MF) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOREASEMENTS OR OTHER CONC.........CONCDELTA -0 RECORDED ENCUMBRANCES NOT SHOWA n TH�• PLAT AND THEF GG ME, IF Al" • • • •"� D.................DELTA (CENTRAL ANGLE) (E MASONRY OR CONCRETE BLOCK WALL MA 7 • f i� • • MAY NOT BE SHOWN ON THIS SKETCH. • D.E..............DRAINAGE EASEMENT EOP........... .EDGE OF PAVEMENT ® CONCRETE • • UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS ORCWHERNMPROVE MENTS FC...............FENCE CORNER . • • WERE NOT LOCATED. FDH............ FOUND DRILL HOLE '' -'' ••' {'• ''• ''=' 'ELEVATIONS ARE BASED ON NGVD 29 OR NAVD 88 AS NOTED ON SKETCH. FE...............FENCE ENDS OVERHANG(OIH) OR ROOF FLOOD ZONES: "B", "C", "D" & "X" ARE NOT IN DESIGNATED FLOOD HAZARD ZONE AREA. FIP/FIRFOUND F.P.............. FI FLOOR .......UND IRON PIPE/ROD -i FENCE TIES ARE TO THE CENTERLINE OF THE FENCE. FENCE OWNERSHIP NOT FN...............FOUND NAIL COMMUNICATIONS BOX DETERMINED BY THIS OFFICE. FN&D.......... FOUND NAIL AND DISC CATCH BASIN 'WALL TIES ARE TO THE FACE OF THE WALL. F.Pk............FOUNO PARKER KALON NAIL I.D...............SURVEYIDENTIFICATION • SEWER MANHOLE ' BASIS OF BEARINGS, IF ANY, ARE ASSUMED PER PLAT AND/OR LEGAL DESCRIPTION. ' CHATTCHATTAH000HIE, EPDXY -STONE ........00 THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE PURPOSE FOR USE AS AN L CQ> UTILITY POLE (UP) AID IN OBTAINING TITLE INSURANCE ON THE HEREON DESCRIBED PROPERTY. ..................LENGTH L.A.E........... LIMITED ACCESS EASEMENT LIGHT POLE (LP) NO ADDITIONAL WARRANTIES ARE HEREBY EXTENDED. L.M.E.......... LAKE MAINTENANCE EASEMENT (M)..............MEASURE WATER METER MM) THIS SURVEY IS VALID IN ACCORDANCE WITH F.S. 627.7842 FOR A PERIOD OF 90 DAYS FROM THE DATE OF CERTIFICATION. 05..............OFFSET UTILITY ANCHOR (.) ...............PLAT .............. P.0POINT OF FIRE HYDRANT (FH) I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY SURVEYOR'S SEAL P.C.C..........POINT OF COMPOUND CURVATURE CENTER LINE WAS MADE UNDER MY RESPONSIBLE CHARGE PL................PLANTER P.O.B..........POINT OF BEGINNING R PROPERTY LINE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF tip, 11• AYATp P.O.C..........POINT OF COMMENCEMENT P.R.C..........POINT OF REVERSE CURVATURE WATER VALUE I CLEANOUT SAID SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD ✓ P.R.M......."PERMANENT REFERENCE MONUMENT `C�T1S'M8 y 1' P.T..............POINT OF TANGENCY ® CABLE BOX (CA.TV.) OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 4636 R.................RADIUS (R)...............RECORD RIW.............RIGHT-OF-WAY ® ELEVTRIC METER (EM) ® ELECTRIC BOX (FPL) 5J-17 FLORIDA ADMINISTRATIVE CODE FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND SEALED PURSUANT TO SECTION 472.027, OF THE SIR_ ....'..'SET N ROD FLORIDA STATUTES AND CHAPTER 5J-17 OF THE SND............ SET NAILAIL AND DISC HANDICAP PARKING (HCP) Q. (TYP.).......... TYPICAL FLORIDA ADMINISTRATION CODE. (c) 2014 .� U.E..............UTILITY EASEMENT W.E.............WATER'S EDGE POINTS OF INTEREST ® PLANTER OR PLANTED �p� 4 0 STATE OF F, FLORIDA C• SPECIFIES POINT OF INTERESTlp ELEVATION MARKER BILL H. HYATT JR 1p © SPECIFIES POINT OF INTEREST TREE (SIZE/TYPE) PROFESSIONAL LAND SURVEYOR STATE OF FLORIDA LICENSE NUMBER: 4636 ONq` SURVEYOR OR CODE •' SCAN TREE (SIZE/TYPE) FIELD DATE:11/21/14 SIGNED DATE:11/25/2014 REVISED DATE: TREE (SIZE/ TYPE) AllState Surveying *' : i�iv; �/ TREE (SIZE/TYPE) ! State of the Art Land Surveying &Mapping ' RE . ~ Corporate Head Quarters: 4987 N UNIVERSITY DRIVE, LAUDERHILL, FLORIDA 33351 PAGE 1 of 2 FILE NUMBER: PER.JO.11-14 PH: (888) 569-0480 1 www.AllStateSurveyors.com I FAX: (888) 569-4590 NUMBER DELTA RADIUS TANGENT LENGTH CHORD BEARING CHORD Cl(P) 03'38'44' 1571.79 50.02 100.01 S 58'4922' W 99.99 Cl(Y) 03'39'40' 1571.79 50.23 100.43 S 58'48 48' W 100.42 C2 P 01'4921' 1571.79 25.00 50.00 S 56'05'19' W 50.00 C2 Af 01'49 21 ' 1571.79 25.00 50.00 S 55'57 56' W 49.99 C3 P 03"36 44' 1701.79 54.16 108.28 N 5849 22' E 108.26 C3 M 03'38 59' 11701.79 154.22 1108.40 1 N 58'40 39' E 108.39 16.5' ALLEY 10.18 ASPHALT 10 02 C3 9 ASPHALT 9.95 NNOO1fF taoo CoNc 0. 0.1 0162 rD 10.98' 10. 10.3621 IUU W A LOT 19 LOT 16 o Cava 30,,E BLOCK 97 BLOCK 97 9.s5 " 10.1 law sees sees• �u 163" 1216' ; •stI • Z Z COW.. 4.0 ; 0 A 9. •• N c�1 • sees • • • s 35, o o �k •••;• •• • :sees: -, O O a LOr 17 Lor 18 �, �, ;.... o o BLOCK 97 BLOCK 97 O e.... •.... ZZE: s5o •46 ONE STORY CBS .72 RES #9730 ui 9. Soo*" ee••s• N RNISHLD FLOOR £4EY 11.61' 11.0' • • • • o� • • • cp Q AIC �I O 4' Wit` I C c. ALL J 0 FIP i� FIP12' NO 2' �- NO D. C2 NO D. 9. j4 L� • • sees•• CONC. L,) sese•• CoY a FALL • • • • CCNC of • • sees•• •• • • ••• • • 30.6' 11.4' i 10.38' • • • 9.16 9.1' CO ALE 9.60 a CONC d 3" DRIff CCNCWALK 9.05 C1 9.16 5' COW. WALK LEap.27.7' CONC.DRIWE 5th AVENUE ROAD (F 9.75 !!! IA JULIA (P) s.e L909 - 75.00' TOTAL R/W N P ISTgTF SG �L NOTE: ELEVATIONS DEPICTED REFERENCE MIAMI-DADE COUNTY /� z BENCHMARK ID: N-603-R ELEVATION=8.06' NGVD 1929. � �/ 30 0 15 30 ALL ELEVATIONS ARE NGVD 1929. SCALE: 1" = 30' PAGE: 2 OF 2 FILE NUMBER: PER.JO.11-14 BOUNDARY SURVEY 468 E. 9 STREET HIALEAH, FL 33010 P.O. BOX 1418 HIALEAH, FL 33011-1418 PHONE: (305) 885-4966 FAX: (305) 885-4969 Notice of Preventative Treatment for Termites (As required by Florida Building Code (FBC) 104.2.6) q-130 NQ. 5 flvPX)La Road, Mlam i Sha►-cs fz I U Date Rwn i st Product Used 05- 1 Percent Concentration Address of Treatment or Lot/Block of Treatment Z:M PM Time Im Ido G Oprid Chemical used (active ingredient) TuD �(.Y Ff Area treated HDri-Mid Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 - If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line Authorized Signature M-CpmoS Applicator 40 C-u0 - Number of gallons applied Linear feet treated Qc is- File anl� Miami Shores Village Building DepartmentEBY:-: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 4 INSPECTION LINE PHONE NUMBER: (305) 762-4949 , BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING FBCI 2010 Master Permit No. t s l Sub Permit No D ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION n,BIOP CONTRACTOR ``��` DRAWINGS JOB ADDRESS: I J City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address: L2 City: V \ L,-\ a State: Tenant/Lessee Name: Email K�' V\A L-> —3' A\/-70 CONTRACTOR: Company Name: C UkA �V VL e9N Phone#: Address: �.0 �� < L✓ �Q/� �1r`) C `-' I r/ �, City: IT v k, Qualifier Name: VACA te: Phone#: State Certification or Registration #: C C/ \ d S > Certificate of Competency #: 3 3 40 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ Ne ❑ Repair/Replace ❑ Demolition Description of Work: _ � � o ► / � �(A 1,✓ � �` �-, Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ 12q, (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 ►nspectio fee will be charged. 11 OWNER or AGENT The fong instrument was acknowledged before me this 2regoi— d of �Oy�he� 20� by j� wh . person known me or pko has produced as icitificat' n and who did take an oath. N TARY UBLIC: Seal: LORETTA COMES MY COMMISSION #EEE181658 EXPIRES: MAR 21, 2016 Borld9d through tot State Insurance APPROVED BY (Revised02/24/2014) CONTRACTOR The foregoing instrument was ack owledged before me this 2LF— _ day of i.i 20 ( by who is rsonally known me or wV jakas produced s ide1R) ication nd who did take an oath. NO PU IC: 1(2 LORETTA COMES Seal: MY COMMISSION #►EE181658 EXPIRES: MAR 21, 2016 Bonded thmugh let State Insuranc ********************************************************************************** Plans Examiner Zoning Structural Review Clerk TRACING FOR THREE PLANES OF ROOF I ARRIOSTRE EN TRES PLANOS DE TECHO �1 This bracing method is Jul all trusses except 3x2 and lx2 parallel chord truces. J Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4-' 1 TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Lon stud de Tramo Es aciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' D.C. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' V o.c, max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a Lin ingeniero para trusses de mas de 60 pies. 7j See BCSI-132 for TCTLB options. -1 Vea el BCSI-82 para las opciones de TCTLB. \ Refer to SCSI-B6 Summary Sheet - Gable End Frame Bracino. Vea el restimen BCSI-86 - Arriostre del truss terminal de un techo a dos 0 Repeat diagonal braces. LJ Repita Jos arriostre, diagonales. ®Set first five trusses with spacer pieces, then add diagonals, Repeat process on groups of four trusses until all trusses are set. Instale Jos cinco prlmems trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuabo trusses hasta que todos los trusses esten instalados. BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. , 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members - • 1✓ • • • • li • • • • • • see `ram. Diagonal braces every 10 truss • • • Sates (20'Ihax.) • • • • 10'-15' max. same spacing •00 • :6: •• • • as bottom chord • • • lateral bracing Some chord �r�l=veb aeTnbers not shown fipr clarity. DIAGONAL BRACING IS VERY•T,f JPQRTANT ..�.� �] iEL ARRIOSTRE DIAGONAL ES MUY IMPORTAX-CIEI • • • • • • • • BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 iS Refer to BCSI-B7 Summary Sheet - Temporary and Permanent Bracin0 Trusses for more information. 10, or 15 Maximum lateral brace spacing 10' o.c. for 3x2 chords 15' o.c. for 4x2 chords Vea el res6men BCSI-B7 - Arriostre temporal y permanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed informacibn. on vertical webs in line with the support. Lateral braces 2x4x12'length lapped over two trusses. INSTALLING — INSTALACION Qfoeiames for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Length Max. Bow Max. Bow --------------------------- Max. B Length —a f Length 1 71 Tolerances for L� J Out -of -Plumb. Tolerancias para I Fuera-de-Plomada. m I Plumb bob D/50 max D/50 D (ft.) 1/4" 1' 1/2" 2' 3/4" 3' 1" 4' 1-1/4" 5' 1-1/2" 6' 1-3/4" 7' 2" > 8' Diagonal braces every 15 truss spaces (30' max.) Max. Truss Bow Length 3/4" 12.5' 7/8" 14.6' 1" 16.7' 1-1/8" 18.8' 1-1/4" 20.8' 1-3/8" 22.9' 1-1/2" 25.0' 1-3/4" 29.2' 2" >_ 33.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION © Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construction hasta que todos IDS arnostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI-54 Summary Sheet -Construction Loadino for more information. No exceda las maximas alturas recomendadas. Vea el resOmen BCSI-B4 Carga de Construccion Para mayor informacibn. Do not overload small groups or single trusses. No sobrecargue pequehos grupos o trusses individuates. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high ® Place loads over as many busses as possible,. Coloque las cargas sobre Lantos trusses Como sea posible. I it Position loads over load bearing walls. L� 1 Coloque las cargas sobre las parades soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-B5 Summary Sheet - Truss Damage Jobsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Danos de trusses Modificaciones en la Obra y Errores de Instalaci6n Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a mends que este especificamente permitido en el dibujo del diseno del truss. ® Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. • • Trusses que se han sobrecargado durante la construction o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- ble to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent parry. The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to the nature of responslbllltles Involved, be presented only as a GUIDE for use by a qualified aullding Designer or Erecbon/Installabon Contractor. It Is not inRrOe1 that these recommendatons be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Allding Designer, the Erection/Installation Contactor or otherwise) for handling, Installing and bracing wood trusses and it does not p%dude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the toss Erection/Installation Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any resixRls�llity for damages arising froomthe use, application, or reliance on the recommendations and Information contained herein. • I®Lf1 WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrlo Drive • Madison, WI 53719 • 608/274-4849 • www.woodtruss.com 608/833-5900 • www.tpinst.org BIWARN11x17 031125 GENERAL NOTES NOTAS GENERALES IHAND ERECTION — LEVANTAMIENTOAMANO Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03_Gauide to Good Practice for Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI-B3 Summary Sheet -Web Member Permanent Br Vi/Web Reinforcement for more information. All other permanent bating design is the responsibility of the Building Designer. Los trusses no estan marcados de ningGn modo que identifique la frecuencia o localization de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instaladon y ardostre temporal de los trusses. Vea el folleto Placas de Metaloara para mayor information. Los dibujos de disefio de los trusses pueden especificar las localizadones de los amiostres permanentes en los mlembros individuales en compresion. Vea la hoja fesGmen R(' I-B para bs arrlo_s+res permanentes y refuerzos de log miemb, s secundarios (webs) pamayor information. El recto de amostres permanentes son la responsabilidad del Disenador del Edlfido. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. El resultado de Lin manejo, instalacion y arriostre inadecuados, puede ser la caida de la estructura o aun peor, muertos o heridos. Banding and truss plates have sharp edges. Wear © gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes OA afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANEJO 1 7f Allow no more No permita mas L� J than 3" of defec- de 3 pulgadas de tion for every 10' pandeo por cada 10 of span. pies de tramo. is is. A I m ( a J QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK 9% mi 1�1_ QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. © Use special care in Utilice cuidado windy weather or especial en dias near power lines ventosos o cerca de and airports. cables electricos o de aeropuertos. Spr trus QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. QAvoid lateral bending. — Evite la Flexion lateral. 4 ICN Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. QTrusses 20' or , ;%` ; _ _ f'7f Trusses 30' or LJ less, support + less, support at at peak. quarter points. r Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 pies o menos. Trusses up to 30' Trusses up to 20 F Trusses hasta 20' Trusses hasta 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cads truss en position con la grua hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mas de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Tagline Toer� Tin Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' 60' or less F Approx. 1/2 truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Locate Spreader be Attach 10' O.C. above or stiffback max. mid -height NV V1 Spreader bar 2/3 to E— 3/4 truss length Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE © Refer to BCSI-62 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen BCSI-B2 - Instalad6n de Trusses y Arriostre Temporal para mayor information. Do not walk on unbraced trusses. No Gamine en trusses sueltos. • i • • • • • 090 • • •®Lvcat:grQunr=tjAessorfirst trus:directly 4n linaowitii allrovs of4bip chord temporary • • Iieraflgdtinj • • • Coloque los arriostres de tierra para el primer truss directamente en linea con Los paquetes almacenados en la tierra por Do not store on No almacene en cada Una de las filas de arriostres laterales • • • • • • tem r1 de la luerda sg Ror. • uneven ground. tierra desigual. • • • 0 una semana o mas deben ser elevados • • • • • • • • • con bloques a cada 8 o 10 pies. , 2. • • • • • Br:ce firit4rlss well • • • •An before election of For long term storage, cover bundles to pre- • • • adbitionol tresses. vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, - cubra los paquetes para prevenir aumento • • • • • • • • de humedad Pero permita ventilation. T • • • Top Chord Temporary Lateral Bracing (TCTLB) min. ENGINEERING COVER SHEET This cover sheet is provided as per Florida Statute 61 G15-31.003 in lieu of signing and sealing each individual sheet. An index sheet of ( 15 ) truss design are attached with the identification and date of each drawing. ENGINEER OF TRUSS DESIGN PACKAGE ULTIMATE ENGINEERING DESIGNS, INC. Project Name: Armando R. Perez FL Reg. Eng. No. 28026 1811 SW 33 CT. MIAMI FL. 33145 PH:(305) 213-7443 HOMEWRECKER - PERIKLES ADDITION 9730 NE 5 AVE MIAMI SHORE, FL Building Authority: MIAMI-DADE COUNTY, FL Design Load: ROOF 30-15-0-10 psf. / WIND: 175 mph / EXP: C / Kd:1.00 / DOL= LUMBER 1.25 PLATE:1.00 / HVHZ FBC 2014 / TPI 2007 / ASCE 7-10 Building Code: (Ch 23 Sec. 2303.4.1.4.1) Software Used: MITEK 2015 v 7.63 Addition Attachments: Truss placement diagram, Truss profile list, ..... PEodyqt .approvals, Valley detail & Wed brac- •.• .6g �gootftendation. . ... . . ...... .. . ...... . . . .. ... :. :. Project Engineer of.Re=d:..• . • Trusscorp International, Inc. To: Reaction 9590 NW 8th Ave Job Number: J1500119 Medley, FL 33178 (305) 882-8826 Fax: (305) 887-6008 Page: I Date: 10/13/15 14:39:02 Project: HOMEWRECKER Block No: Model: PERIKLES RES. Lot No: Contact: Site: Office: Deliver TO: Account No: 224563652 Designer: / Name: Phone: Salesperson: Inside Sales Fax: F. Quote Number: B1500119 P.O. Number: Qty:l Truss Id 2 I CJ7 44 lbs. each I H1 96lbs. each I H2 98lbs. each 1 (1) 2-Ply HG1 117 lbs. each 4 JI filbs. each 4 I J3 12 lbs. each 4 I J5 18lbs. each 6 I J7 25 lbs. each 10 Tl 98lbs. each ® 12 T2 95 lbs. each I V12 40 lbs. each I V16 58lbs. each I V20 80 lbs. each _ = I i V4 10 lbs. each I V8 •• .•• • 251bs.each • • Span: Truss Type: Slope Reactions: )9-09-05 Joint 2 Joint 7 MONO TRUSS 2.48 1143.21 1014.18 -930.11 -428.81 B-01-00 Joint 2 Joint 7 HIP 3.50 1385.76 1385.76 -930.23 -930.24 13-01-00 Joint 2 Joint 6 COMMON 3.50 1385.76 1385.76 -844.72 -844.73 B-01-00 Joint 2 Joint 6 HIP 3.50 2522.56 2522.46 -1629.52 -1629.50 )1-00-00 Joint 2 Joint 3 MONO TRUSS 3.50 284.65 176.12 -315.46 )3-00-00 Joint 2 Joint 3 Joint 4 MONO TRUSS 3.50 326.19 92.07 226.32 -363.81 -121.65 -12.79 )5-00-00 Joint 2 Joint 3 Joint 4 MONO TRUSS 3.50 440.57 164.27 242.96 -476.55 -224.91 -12.05 )7-00-00 Joint 2 Joint 3 Joint 4 MONO TRUSS 3.50 575.29 233.16 258.40 -531.56 -296.54 -1.45 5.76 4.73 13-01-00 Joint 2 J I - COMMON 3.50 1358.55 11 1.37 -832.92 -6 7.13 14-00-00 Joint 1 Joint 3 Joint 4 9 19 74368 CONSUL G Griouppwc. 8-08-00 SHOP DW WING R KW Joint VALLEY ,F3.00 302.42 3 NoE-(XC ONSTAKEN UUU��4../// EJE.- On 3 p- TS MA NDISnIt,�Q C04RiF�C y�-OMME H�IEW DON p T RELt� �{7AWIMat CO C-+t'bR FROM DURING COMPLYING WITH REQUIREMENTS OF THt58t04mrTTED-1 G =L AND SPECIFIC TIONS. CONFORMANCE HIS WITH DES, In bNCEPT Alit, GENERAL (d6al?BANCE WITH THILOS FORMM17181Z IN THE CONTRACT DOCUMENTS, CONTRACT R IS RESPONSIBLE 14 We®I NS: SELECTING F ABRICATI I90"C10ESSES ,fft TECHNIQI IEONSTRU ''2 ION: DINATMGJ�IS WORK •yJTT1t�TH A i O V 8THER RADES. D PERFORMING HIC-. Am D SATISF CTORY M NNER:141 .47 -1 • • • ••• • •THIS *kPM09AL RLPPRESENTS OUR REVIEW OF THIS •bOCEMEN+ O%L1r F*OR THOSE MODIFICATIONS REQUEST, i HEREIN OR IN PREVIOUS SUBMISSIONS OR AS SPECIFICAL i NOTED BY CONTRACTOR IN THIS SUBMISSION. ANY OTNE" MODI CATK%T,0,TF6-%7AWING BY THE CONTRACTOF O' PR`lgJSLY IJEVIEW60 MATERIAL IS SPECIFiCALL rYS/:PRROVED. *IT IS• UNDERSTOOD THAT ENGII:-E-r-* TIORAT1 bN•ON Mr$ IS NOT TO BE CONSTRUEI- :01-Pi1ZATIONt A IONAL WORK OR COST. DATE: BY: or Y • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 05.93 -518.07 Joint 6 Joint 8 Joint 9 2.42 589.36 275.81 589.36 4.36 -365.23 -70.74 -365.24 Joint 6 Joint 7 Joint 8 6.48 711.99 385.86 696.47 6.42 -395.79 -211.47 -369.31 3.67 Joint 4 1.38 445.22 1.46-357.13 Job Truss Truss Type Qty Ply HOMEWRECKER - PERIKLES RES. - PERIKLES CJ7> MONO TRUSS F 1 2� Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL "` 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:48:58 2015 Page 1 I D:Ozv9nT4l b6Q HrgH2cjgocVyU84f-_WkV9Q BXderYF WnsfA6hegwOfUS 1 i55L 1 J W54byTa9 n o r_A_in 0-0-9 1-9-3 5-4-10 4-4-11 3x4 11 4 5 1 5-4-10 Scale = 1:21 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20141TPI2007 CSI. TC 0.77 BC 0.93 WB 0.87 (Matrix-M) DEFL. in Vert(LL) -0.15 Vert(TL) -0.19 Horz(TL) 0.03 (loc) I/defl L/d 8-12 >764 360 8-12 >602 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-9-13 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=677/0-11-5 (min. 0-1-8), 7=576/Mechanical Max Horz2=381(LC 15) Max Uplift2=-1112(LC 15), 7=-524(LC 4) Max Grav2=1143(LC 10), 7=1014(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-2429/982, 13-14=-2422/983, 3-14=-2407/987 BOT CHORD 2-16=-701/2266, 2-17=-1136/2372, 17-18=-1136/2372, 8-18=-1136/2372, 8-19=-1136/2372, 7-19=-1136/2372 WEBS 3-8=-16/904, 3-7=-2343/1124 NOTES- (9) 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, Kd 1.00; Encl., GCpi=0.18; C-C Corner(3) -1-9-9 to 2-5-6, Exterior(2) 2-5-6 to 9-9-5; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1112 lb uplift at joint 2 and 524 lb uplift at joint 7. 5) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent withomy •titer lire leads* • • • • 6) "Semi -rigid pitchbreaks with fixed heels" Mgmber en4 fifty �o�el aVaS u*d: the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shay be provided suff�ient to ' portconcentrated load(s) 72 lb down and 35 lb up at 4-4-0, 72 lb down and 35 lb up at 4-4-0, arj{ P Ill q�rr1*V:1! 1ptip�t -16V,, and 37 lb down and 12 lb up at 7-1-15 on top chord, and 148 lb down and 37 lb up at 1-6-1, 148 lb down and 37 lb up at 1-6-1, 198 lb down and 23 lb up at 4-4-0, 198 lb down and 23 lb up at 4-4-0, and 215 lb down and 20 lb up at 7-1-15, and 215 lb down and 20 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads aWIpd t6 r& face' f the jr%s are Mc:E?d A:: bnt (F) or back (B). 9) ARMANDO R. PEREZ PE. # 28026 (3U5) 213-W443 • • • • • • • •• % % • • • • • • % • • • • LOAD CASE(S) Standard 000 • • • • • 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-90, 4-5=-30, 6-10=-20 • • • • • . . 000 • • • • • • • • • • • • • •• •• • • • •• •• Job PERIKLES Truss CJ7 Truss Type MONO TRUSS Qty 2 Ply 1 HOMEWRECKER -PERIKLES RES. - Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:48:58 2015 Page 2 ID:Ozv9nT4lb6QHrgH2cjgocVyU84f-_WkV9QBXderYFWnsfA6hegwOfUS1 i55L1 JW54byTp9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=46(F=23, B=23) 14=70(F=35, B=35) 15=-74(F=-37, B=-37) 18=-18(F=-9, B=-9) 19=-57(F=-28, B=-28) •• ••• • • • •• • • •• ••• •• • • • •• • • ••• • • • • •• • ••• • •• • • • • • • • • ••• ••• • • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • •• •• • ••• • • • • • • • ••• •• •• • • Job Truss Truss Type E Qty Ply HOMEWRECKER - PERIKLES RES. - H F PERIKLES HIP 1 Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL �' 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:48:58 2015 Page 1 I D:Ozv9nT41 b6QHrq H2cjgocVyU84f-_WkV9QBXderYFWnsfA6hegwUAUVUi FSL 1 J W54byTp9 1-3-0 5-5-3 9-0-0 14-1-0 17-7-13 23-1-0 24-4-0 1-3-0 5-5 3 3 6 13 5 1-0 3-6-13 5-5-3 1-3-0 Scale = 1 43. I 4x6 = 4x6 = 3.50 12 4 5 2x4 zz 2x4 21 3 6 22 Ic 20 23 2x4 = 2 7 2x4 = 8 1 25 11 10 9 26 24 27 3x6 = 3x4 = 4x6 = 3x4 = 3 9-0-0 14-1-0 23-1-0 9-0-0 5-1-0 9-0-0 Plate Offsets X Y -- 2:0-2-5 Edge), [7:0-2-5,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.29 9-19 >963 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.54 9-19 >514 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 96 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross OTHERS 2x4 SP No.3 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1386/0-8-0 (min. 0-1-10), 7=1386/0-8-0 (min. 0-1-10) Max Uplift2=-1137(LC 4), 7=-1137(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-3128/2396, 20-21=-3067/2397, 3-21=-3032/2407, 3-4=-2615/2006, 4-5=-2484/1992, 5-6=-2615/2006, 6-22=-3032/2407, 22-23=-3067/2397, 7-23=-3128/2396 BOT CHORD 2-24=-1100/2337, 2-25=-2143/2944, 11-25=-2143/2944, 10-11=-1665/2484, 9-1 0=-1 665/2484, 9-26=-2143/2944, 7-26=-2143/2944, 7-27=-1100/2337 WEBS 3-11=-580/520, 4-11=-122/331, 5-9=-122/331, 6-9=-580/520 NOTES- (8) 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; Kd 1.00; Encl., GCpi=0.18; C-C Exterior(2) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 4-9-1, Exterior(2) 4-9-1 to 18-3-15, Interior(1) 18-3-15 to 21-4-8; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1137 lb uplift at joint 2 and 1137 lb uplift at joint 7. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) "Semi -rigid pitchbreaks with fixed heels" MemEeramg fi Aty:n odelwag u Sed ir!the analysis and design of this truss. 8) ARMANDO R. PEREZ PE. # 28026 (305:213-7441 • • • • • • • • •• • • • • ••• • LOAD CASE(S) Standard .. • • •; •; • • : . • • • • ••• • • ••• ••• •• • • • • • • • • • • • • •• •• • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job f Truss Truss Type Qty Ply HOMEWRECKER - PERIKLES RES. `H2 PERIKLES COMMON 1 1 Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE; Medley, FL 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:50:21 2015 Page 1 I D:Ozv9nT4lb6QHrgH2cjgocVyU84f-2U FtZpC b48J mjGdoO558VKsgrxoffjjZ6j7_VHyTpB -1-3-0, 6-2-13 11-6-8 16-10-3 23-1-0 24-4-0, 1-3 0' 6-2-13 5-3-11 5-3-11 6-2-13 1-3 0 Scale = 1:43.1 5x10 MT20HS= 3.50 F12 4 18 19 2x4 zz� 2x4 i 3 5 17 20 2x4 = 2 6 2x4 = 1 7 • � 22 23 21 8 24 3x6 = 5x10 = 3x6 = 11-6-8 23-1-0 11-6-8 11-6-8 Plate Offsets X,Y -- 2:0-2-5,Ed a 6:0-2-5 Ed e , 8:0-5-0 0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.41 8-13 >678 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.78 8-13 >357 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 99 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross OTHERS 2x4 SP No.3 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1386/0-8-0 (min. 0-1-10), 6=1386/0-8-0 (min. 0-1-10) Max Uplift2=-1037(LC 4), 6=-1037(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-3076/2081, 3-17=-3014/2094, 3-18=-2285/1529, 4-18=-2216/1537, 4-19=-2216/1537, 5-19=-2285/1529, 5-20=-3014/2094, 6-20=-3076/2081 BOT CHORD 2-21=-889/2339, 2-22=-1841/2894, 8-22=-1841/2894, 8-23=-1841/2894, 6-23=-1841/2894, 6-24=-889/2339 WEBS 4-8=-299/700, 5-8=-858/685, 3-8=-858/685 NOTES- (8) 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; Kd 1.00; Encl., GCpi=0.18; C-C Exterior(2) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 8-6-8, Exterior(2) 8-6-8 to 11-6-8, Interior(1) 14-6-8 to 21-4-8; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1037 lb uplift at joint 2 and 1037 lb uplift at joint 6. 6) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) ARMANDO R. PEREZ PE. # 28026 (305) 298-7443+ • • • • • • • LOAD CASE(S) Standard • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • • ••• ••• •• • • • • • • • • • • •• • • • •• •• or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job druss Truss Type Qty Ply; HOMEWRECKER - PERIKLES RES. - PERIKLES HG1 t� HIP ` 1 2 Job `\ Reference (optional) Trusscorp Int., 9690 NW 89 AVE; Medley, FL 7.630 s Jul-9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:00 2015 Page 1 I D:Ozv9nT4l b6Q HrgH2cjgocVyU84f-wusFZ6Dn9F5FVgxEnb89jFOofIGbA7reUd?C8UyTp9 1-3-0 7-0-0 11-6-8 16 1-0 23-1-0 24-4-0 1-3-0 7-0-0 4-6-8 4-6 8 7-0-0 1-3-0 Scale = 1:43.8 3.50 12 6x10 = 2x4 II 6x10 = 3 18 19 4 20 21 5 17 22 15 2x4 = 2 6 2x4 = i 1 7 23 24 10 25 26 9 27 28 8 29 301 4x8 = 3x6 II 410 = 7x6 = 48 7-0-0 11-6-8 16-1-0 23-1-0 7-0-0 4-6-8 4-6 8 7-0-0 Plate Offsets X,Y -- 3:0-3-8,0-2-15 5:0-3-8 0-2-15 , 8:0-3-0 0-4-8 , 10:0-4-0 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) 0.32 9 >860 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.57 9 >483 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight: 234 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 8-2-9 oc bracing. WEBS 2x4 SIP No.3 OTHERS 2x4 SIP No.3 REACTIONS. (lb/size) 2=2521/0-8-0 (min. 0-1-8), 6=2524/0-8-0 (min. 0-1-8) Max Uplift2=-1995(LC 4), 6=-1997(LC 4) Max Grav2=2699(LC 16), 6=2706(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-8833/5460, 3-17=-8819/5472, 3-18=-9780/6155, 18-19=-9780/6155, 4-19=-9780/6155, 4-20=-9780/6155, 20-21=-9780/6155, 5-21=-9780/6155, 5-22=-8848/5480, 6-22=-8862/5468 BOT CHORD 2-23=-5035/8455, 2-24=-5051/8463, 10-24=-5051/8463, 10-25=-5088/8593, 25-26=-5088/8593, 9-26=-5088/8593, 9-27=-5080/8566, 27-28=-5080/8566, 8-28=-5080/8566, 8-29=-5059/8491, 6-29=-5059/8491, 6-30=-5042/8483 WEBS 3-10=-494/1780, 3-9=-860/1445, 4-9=-862/868, 5-9=-868/1469, 5-8=-492/1774 NOTES- (13) 1) 2-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 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 4ust)"ed=4138mphR HVWZ;•TCDI.5.Opsf; BCDL=5.Opsf; h=15ft, Cat. 11; Exp C; Kd • 1.00; Encl., GCpi=0.18; C-C Exterior(2) -1 --8 to 1-6:3, %4ioll)•1-1160 t:2:3-1, Exterior(2) 2-9-1 to 20-3-15, Interior(1) 20-3-15 to 21-4-8; cantilever left and right exposed ; 4-umber001=4.60iplate r0DOI+F1.60 • • • • 5) Provide adequate drainage to prevent water p15ngq& • • 6) The solid section of the plate is required to be placed over the splice line at joint(s) 8. 7) Plate(s) at joint(s) 8 checked for a plus or minus 2 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. 9) Provide mechanical connection (by othg%oflr; s to baring 915W capArof It jlttanding 1995 lb uplift at joint 2 and 1997 lb • uplift at joint 6. • • • 10) This truss has been designed for a mole co6ntat4*d•• l�ia jof j0�01b Qve loc�tlpd at all mid panels and at all panel points along the Bottom Chord, nonconcurrep0mith any other livaloads. • • 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 147 lb up at 7-0-0, 143 lb down and 147 lb up at 9a0,612, J43 lb dovin 4nd.16J lbup at J 1-0-12, 143 lb down and 147 lb up at 12-0-4, and 143 lb down and 147 lb up at 14-0-4, and 11K3 lb dt)vA aimd 147 lb sp at 16-1-0 on top chord, and 1224 lb down and 364 lb up at 7-0-0, 238 lb down and 6 lb up at 9-Q-12,••23$ Ib doj A Znd 61b u: at, 1't-0-12, 238 lb down and 6 lb up at 12-0-4, and 238 lb down and 6 lb up at 14-0-4, and 12l4 Ibfd8wr1Pand9364 lb T at "-04Von bottom chord. The design/selection of such • • • • Confrid0@8(8l4 ige(s) is the responsibility oioihers. • • 0, Job Truss Truss Type Qty Ply \ HOMEWRECKER -PERIKLES RES. - PERIKLES HG HIP 1 \2 Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL �� 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:00 2015 Page 2 ID:Ozv9nT4l b6Q HrgH2cjgocVyU84f-wusFZ6Dn9F5FVgxEnb89jFOofIGbA7reUd?C8UyTp9 13) ARMANDO R. PEREZ PE. # 28026 (305) 213-7443 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-7=-90, 2-6=-20 Concentrated Loads (lb) Vert: 3=-143(F) 5=-143(F) 10=-601(F) 8=-601(F) 18=-143(F) 19=-143(F) 20=-143(F) 21=-143(F) 25=-53(F) 26=-53(F) 27=-53(F) 28=-53(F) •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • • • • • • •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Job Truss Truss Type Qty Ply HOMEWRECKER -PERIKLES RES. PERIKLES J1 MONO TRUSS 4 1 Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:00 2015 Page 1 ID:Ozv9nT4lb6QH rgH2cjgocVyU84f-wusFZ6Dn9F5FVgxEnb89jFOu H I M KAC8eUd?C8UyTp9 -1-3-0 1-0-0 1-3-0 1-0-0 Scale = 1:51 3 3 5? 12 2x4 = 1 4 ` P 9 3x4 = 1-0-0 J 1-0-0 Plate Offsets X Y -- 2:0-3-0,0-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 7 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=4/Mechanical, 2=232/0-8-0 (min. 0-1-8) Max Horz 2=114(LC 4) Max Uplift2=-376(LC 4) Max Grav3=176(LC 7), 2=285(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 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; Kd 1.00; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2. 5) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) ARMANDO R. PEREZ PE. # 28026 (305) 213-7443 LOAD CASE(S) Standard •• ••• • • • • • •• •• ••• •• • • • •• • ••• • • ••• ••• •• • • • • • • • • • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job L Truss Truss Type ` Qty Ply HOMEWRECKER -PERIKLES RES. PERIKLES J3 MONO TRUSS 1� 4 1 Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:00 2015 Page 1 ID:Ozv9nT41 b6QH rgH2cjgocVyU84f-wusFZ6Dn9F5FVgxEnb89jFOuH I LOAC8eUd?C8UyTp9 -1-3-0 3-0-0 1-3-0 3-0-0 Scale = 1:8. 3 3.50 12 Iq 2x4 = 1 10 4 N t1 9 3x4 = 3-0-0 3-0-0 Plate Offsets X Y -- 2:0-2-9 0-0-0 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 0.12 Vert(LL) -0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 4-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=92/Mechanical, 2=312/0-8-0 (min. 0-1-8), 4=37/Mechanical Max Horz 2=196(LC 4) Max Uplift3=-145(LC 4), 2=-436(LC 4), 4=-17(LC 4) Max Grav3=92(LC 1), 2=326(LC 8), 4=226(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/12 BOT CHORD 2-9=-81/295 NOTES- (7) 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; Kd 1.00; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3, 436 lb uplift at joint 2 and 17 lb uplift at joint 4. 5) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) ARMANDO R. PEREZ PE. # 28026 (305) 213-7443 LOAD CASES Standard so • • • • • • • • • • • •• •• • • • •• •• Job Truss Truss Type Qty Ply HOMEWRECKER - PERIKLES RES. k. PERIKLES J5• MONO TRUSS 14 1 Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE', Medley, FL '%." 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:00 2015 Page 1 I D:Ozv9nT41b6Q H rgH2cjgocVyUB4f-wusFZ6Dn9F5FVgxEnb89jFOsYI IpAC8eUd?C8UyTp9 -1-3-0 5-0-0 _1 1 1-3-0 15-0-0 5-0-0 Scale: 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014rfP12007 CSI. TC 0.23 BC 0.27 WB 0.00 (Matrix-M) DEFL. in Vert(LL) -0.04 Vert(TL) -0.07 Horz(TL) 0.00 (loc) I/deft L/d 4-8 >999 360 4-8 >823 180 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=164/Mechanical, 2=441/0-8-0 (min. 0-1-8), 4=57/Mechanical Max Horz 2=283(LC 4) Max Uplift3=-268(LC 4), 2=-573(LC 4), 4=-18(LC 4) Max Grav3=164(LC 1), 2=441(LC 1), 4=243(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-665/592 BOT CHORD 2-9=-783/705 NOTES- (7) 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, Kd 1.00; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at joint 3, 573 lb uplift at joint 2 and 18 lb uplift at joint 4. 5) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) ARMANDO R. PEREZ PE. # 28026 (305) 213-7443 LOAD CASE(S) Standard • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• •• • • • • • • • • • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • Job Truss Truss Type i City Ply - HOMEWRECKER - PERIKLES RES.Ir PERIKLES 1 J7 MONO TRUSS 1 1 . Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL v" 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:01 2015 Page 1 I D:Ozv9nT4l b6QHrgH2cjgocVyU84f-05QenSEQvZD66_WQKIfOGSYzTibWvfNnjHllhwyTp9 1 3-0 7-0-0 , 1 3-0 7-0-0 Scale = 1:15.7 3 3.50 F12 10 9 = 2 `2x4 1 p Vk 12 4 1 3x4 = 11 7-0-0 7-0-0 Plate Offsets X,Y -- 2:0-2-5,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.12 4-8 >706 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.23 4-8 >369 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL %0 Code FBC20141TPI2007 (Matrix-M) Weight: 25 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=233/Mechanical, 2=575/0-8-0 (min. 0-1-8), 4=73/Mechanical Max Horz 2=337(LC 4) Max Uplift3=-354(LC 4), 2=-642(LC 4), 4=-7(LC 4) Max Grav3=233(LC 1), 2=575(LC 1), 4=258(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1354/1258 BOT CHORD 2-11=-1579/1489 NOTES- (7) 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; Kd 1.00; Encl., GCpi=0.18; C-C Exterior(2) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 2-8-9, Exterior(2) 2-8-9 to 6-11-8; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 lb uplift at joint 3, 642 lb uplift at joint 2 and 7 lb uplift at joint 4. 5) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) ARMANDO R. PEREZ PE. # 28026 (305) 213-7443 • • • • • • • • • • • • LOAD CASE(S) Standard • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • a Job f Truss Truss Type Qty Ply HOMEWRECKER - PERIKLES RES. - PERIKLES T1 COMMON 10 \ 1 \` ))) Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE!Medley, FL 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:01 2015 Page 1 ID:Ozv9nT4lb6QHrgH2cjgocVyU84f-05QenSEQvZD66_WQKIfOGSY?1 iUxvXXnjHllhwyTp'J -1-3-0, 6-2-13 11-6-8 16-10-3 ,23-1-0 24-4-0, 1-3-0 6-2-13 5-3-11 5-3-11 6-2-13 Scale = 1:43.1 4x6 = 4 3.50 12 18 19 2x4 � 2x4 3 5 17 20 2x4 = 6 2x4 = 2 �' 7 1 ♦1 22 6 23 21 3x6 = 5x10 rV 11-6-8 23-1-0 11-6-8 11-6-8 Plate Offsets X Y -- 2:0-2-5 Ed a 6:0-2-5,Ed a 8:0-5-0 0-3-0 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 0.38 Vert(LL) -0.41 8-16 >678 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.77 8-13 >358 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 99 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross OTHERS 2x4 SP No.3 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1386/0-8-0 (min. 0-1-10), 6=1386/0-8-0 (min. 0-1-10) Max Uplift2=-1037(LC 4), 6=-1037(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-3076/2082, 3-17=-3014/2095, 3-18=-2245/1502, 4-18=-2172/1510, 4-19=-2172/1510, 5-19=-2245/1502, 5-20=-3014/2095, 6-20=-3075/2082 BOT CHORD 2-21=-888/2339, 2-22=-1842/2893, 8-22=-1842/2893, 8-23=-1842/2893, 6-23=-1842/2893, 6-24=-888/2339 WEBS 4-8=-322/732, 5-8=-896/724, 3-8=-896/724 NOTES- (7) 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; Kd 1.00; Encl., GCpi=0.18; C-C Exterior(2) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 8-6-8, Exterior(2) 8-6-8 to 11-6-8, Interior(1) 14-6-8 to 21-4-8; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1037 lb uplift at joint 2 and 1037 lb uplift at joint 6. 5) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) ARMANDO R. PEREZ PE. # 28026 (305) 213-7443 • • • • • • • • • • • • LOAD CASE(S) Standard • • • • • • • • • • • • • • • • • • • • - •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • Job r Truss Truss Type Qty Ply HOMEWRECKER - PERIKLES RES. - PERIKLES T2 COMMON A 1 Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:02 2015 Page 1 I D:Ozv9nT4l b6QHrgH2cjgocVyU84f-sH_O_oE2gtMzk75du?Adog5An5g9e_IxyxUJDMyTp9 -1-3-0 , 6-2-13 11-6-8 16-10-3 22-1-8 1-3-0 6-2-13 5-3-11 5-3-11 5-3-5 Scale = 1:39. 46 = 4 3.50 12 18 19 2x4 2x4 3 5 20 3x4 6 17 7 2x4 = 2 1 22 8 23 24 21 3x6 = 500 = 48 = 11-6-8 22-1-8 11-6-8 10-7-0 Plate Offsets X,Y -- 2:0-3-0,Ed a 7:0-0-1 0-2-2 , 8:0-5-0,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.41 8-16 >655 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.78 8-16 >340 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight: 95 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross OTHERS 2x4 SP No.3 bracing be installed during truss erection, in accordance with SLIDER Right 2x4 SP No.3 2-0-0 Stabilizer Installation guide. REACTIONS. (lb/size) 7=1 191 /Mechanical, 2=1359/0-8-0 (min. 0-1-10) Max Horz 2=76(LC 4) Max Uplift7=-823(LC 4), 2=-1022(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2979/2034, 3-17=-2918/2047, 3-18=-2145/1455, 4-18=-2073/1463, 4-19=-2073/1461, 5-19=-2141/1453, 5-20=-2697/1942, 6-20=-2770/1933, 6-7=-1564/758 BOT CHORD 2-21=-909/2301, 2-22=-1872/2802, 8-22=-1872/2802, 8-23=-1755/2617, 7-23=-1755/2617, 7-24=-91 1 /1100 WEBS 4-8=-285/660, 5-8=-746/599, 3-8=-899/722 NOTES- (8) 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=S.Opsf; h=15ft; Cat. 11; Exp C; Kd 1.00; Encl., GCpi=0.18, C-C Exterior(2) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 8-6-8, Exterior(2) 8-6-8 to 11-6-8, Interior(1) 14-6-8 to 19-1-8; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 823 lb uplift at joint 7 and 1022 lb uplift at joint 2. • • • • • • + • • • • 6) This truss has been designed for a moving concentratedload oP200.01b lide P4ed at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with arfypther 1j4 IW!IC : : : • • • 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixiV n9odel v/astjsld is thlp.Aalysis and design of this truss. • • • 8) ARMANDO R. PEREZ PE. # 28026 (305) 21307%43 • LOAD CASE(S) Standard • ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • 0 0 008 0 0 Job Truss Truss Type Qty Ply HOMEWRECKER - PERIKLES RES. PERIKLES U4 GABLE ` Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:02 2015 Page 1 ID:Ozv9nT4l b6Q H rgH2cjgocVyU84f-sH_0_oE2gtMzk75du?Adog5Fg51 se6dxyxUJDMyTp9 2-4-0 4-8-0 --_ 2-4-0 2-4-0 Scale = 1:8. 2 4-8-0 4-8-0 1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 0.90 TC 0.00 Vert(LL) n/a n/a 999 TCDL 15.0 Plate Metal DOL 0.90 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Lumber DOL 0.90 WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Rep Stress Incr YES (Matrix) Weight: 11 lb FT = 0% Code FBC2014/TP12007 LUMBER- BRACING- BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=28/4-8-0 (min. 0-1-8), 1=28/4-8-0 (min. 0-1-8) Max Grav2=57(LC 3), 1=57(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (5) 1) Gable requires continuous bottom chord bearing. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) ARMANDO R. PEREZ PE. # 28026 (305) 213-7443 LOAD CASE(S) Standard •• ••• • • • • • •• • •• • • • • ••• • • ••• • • ••• ••• •• • • • • • • • •• •• ••• • • • a ••• • • • •• •• • • • •• •• ••• • • • ••• • 0 Job Truss Truss Type Qty Ply HOMEWRECKER -PERIKLES RES. _ 1, PERIKLES 8, VALLEY 1 Job Reference o tional Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:02 2015 Page 1 I D:Ozv9nT4l b6QHrgH2cjgocVyU84f-sH_0_oE2gtMzk75du?Adog5E05?je5nxyxUJDMyTp9 4-8-0 9-4-0 4-8-0 4-8-0 Scale = 1:17.3 46 = 3.00 F12 2 3 1 Ll 5 4 6 3x4 2x4 II 3x4 ZZ 4-8-0 9-4-0 4-8-0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 25 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 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 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=160/9-4-0 (min. 0-1-8), 3=160/9-4-0 (min. 0-1-8), 4=445/9-4-0 (min. 0-1-8) Max Upliftl=-171(LC 4), 3=-171(LC 4), 4=-435(LC 4) Max Grav1=271(LC 12), 3=271(LC 14), 4=445(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-313/397 NOTES- (8) 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; Kd 1.00; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 1, 171 lb uplift at joint 3 and 435 lb uplift at joint 4. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) ARMANDO R. PEREZ PE. # 28026 (305) 213-7443 LOAD CASE(S) Standard •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • • • • • •• • • • • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A Job T,russ Truss Type Ply HOMEWRECKER - PERIKLES RES. `V12 1Qty PERIKLES VALLEY 17t 1 Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 4.t 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:03 2015 Page 1 I D:Ozv9nT4lb6Q HrgH2cjgocVyU84f-KTXOC8FgRAUgM HgpSjhsLteLOVIHNX94AbEslpyTp9 7-0-0 14-0-0 7-0-0 7-0-0 Scale = 1:22. I 46 = 3.00 F12 2 1 3 I 6 3x4 a 3x4 % 5 2x4 11 14-0-0 14-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix) Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=268/14-0-0 (min. 0-1-8), 3=268/14-0-0 (min. 0-1-8), 4=744/14-0-0 (min. 0-1-8) Max Upliftl =-251 (LC 4), 3=-251(LC 4), 4=-634(LC 4) Max Grav1=319(LC 12), 3=319(LC 14), 4=744(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-523/587 NOTES- (8) 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; Kd 1.00; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed , Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 1, 251 lb uplift at joint 3 and 634 lb uplift at joint 4. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) ARMANDO R. PEREZ PE. # 28026 (305) 213-7443 LOAD CASE(S) Standard •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• •• • • • • • • • • • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job Truss Truss Type Qty Ply HOMEWRECKER - PERIKLES RES. PERIKLES V16 VALLEY 1 1 Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:03 2015 Page 1 I D:Ozv9nT4lb6Q HrgH2cjgocVyU84f-KTXOCSFgRAUgM HgpSjhsLteNBVJJNXp4AbEslpyTFl9 6-2-11 9-4-0 12-5-5 18-8-0 6-2-11 3-1-5 3-1-5 6-2-11 Scale = 130.2 4x6 = 3.00 F12 3 2x4 I I 2x4 11 2 4 10 11 1 5 Li 1_1 3x4 12 9 13 8 14 7 6 15 3x4 Zz 2x4 11 2x4 11 3x6 = 2x4 11 6-2-11 9-4-0 12-5 18-8-0 6-2-11 3-1-5 3-1-5 6-2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 58 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross OTHERS 2x4 SP No.3 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-8-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-177(LC 4), 5=-177(LC 4), 9=-449(LC 4), 6=-449(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 1=302(LC 14), 5=302(LC 18), 8=276(LC 16), 9=589(LC 1), 6=589(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-447/446, 4-6=-447/446 NOTES- (8) 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. 11; Exp C; Kd 1.00; Encl., GCpi=0.18; C-C Exterior(2) 1-2-3 to 4-2-3, Interior(1) 4-2-3 to 6-2-11, Exterior(2) 6-2-11 to 9-4-0, Interior(1) 12-5-5 to 14-5-13; cantilever left and right exposed , Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 1=177, 5=177, 9=449, 6=449. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) ARMANDO R. PEREZ PE. # 28026 (305) 213-7443 LOAD CASE(S) Standard • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • •• • • • • • • • • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job Truss Truss Type f Qty Ply HOMEWRECKER - PERIKLES RES. PERIKLES V20 VALLEY 1 Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.630 s Jul 9 2015 MiTek Industries, Inc. Tue Oct 13 14:49:03 2015 Page 1 ID:Ozv9nT4lb6QHrgH2cjgocVyU84f-KTXOCBFgRAUgMHgpSjhsLteMIVIGNXZ4AbEslpyl p9 11-8-0 23-4-0 11-8-0 11-8-0 i Scale = 1:37 7 46 = 3.00 F12 3 3x4 ; 10 11 2x4 II 2 9 /V�� J 12 YYYYYYYYY 3x4 % 13 8 14 7 15 6 16 3x4 zz 2x4 11 5x6 = 2x4 II 23-4-0 23-4-0 Plate Offsets X,Y -- 7:0-2-8,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix) Weight: 81 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross OTHERS 2x4 SP No.3 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 23-4-0. (lb) - Max Uplift All uplift 100 lb or less atjoint(s) except 1=-206(LC 4), 5=-192(LC 4), 7=-262(LC 4), 6=-488(LC 4), 8=-457(LC 4) Max Grav All reactions 250 lb or less atjoint(s) except 1=319(LC 14), 5=316(LC 18), 7=386(LC 1), 6=712(LC 7), 8=696(LC 6) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-326/313, 4-6=-554/499, 2-8=-539/468 NOTES- (8) 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. 11; Exp C; Kd 1.00; Encl., GCpi=0.18; C-C Exterior(2) 1-2-3 to 4-2-3, Interior(1) 4-2-3 to 8-8-0, Exterior(2) 8-8-0 to 11-8-0, Interior(1) 14-8-0 to 19-1-13, cantilever left and right exposed , Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 1, 192 lb uplift at joint 5, 262 lb uplift at joint 7, 488 lb uplift at joint 6 and 457 lb uplift at joint 8. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) ARMANDO R. PEREZ PE. # 28026 (e0 21f-N4 1 : • • • : : • • - LOAD CASE(S) Standard • • • • • • • • • • • •• ••• •• • • • •• • Or• • ••• ••• • • • • • • • • • • • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • ••• • • Florida Building Code Online Page 1 of 3 FL # FL16294 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Nu-Vue Industries Inc. Address/Phone/Email 1055 E 29th street Hialeah, FL 33013 (305)694-0397 vtolat@sbcglobal.net Authorized Signature Maria Guardado vtolat@sbcglobal.net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Vipin N. Tolat the Evaluation Report Florida License PE-12847 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Jesus Gonzalez, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) •• ••• • • • • • •• • •• • • • • ••• • Equivalence WtovAstarjctrd3• • .06 Certified By Sections from the.Ciode • • • • • • • • •• • • • • • • • • • • •• • • • •• •• FL16294 RO COI scan0205.Ddf Standard Year AISIS100 2007 ASTM D1761-88 2000 N DS 2005 Product Approval Method Method 1 Option D ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsNc73 5 fObMio... 1 / 16/2015 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/18/2013 04/22/2013 04/28/2013 06/11/2013 FL # Model, Number or Name Description 16294.1 AB5, AB7, NVHC 37, Tables 16 and 18 gage angle Clips and 5 way grip clip 17 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 RO II scan0204.Pdf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 RO AE scan0204.pdf Created by Independent Third Party: Yes 16294.2 NVBH 24 and NVUH 26, Tables 2 and 3 Joist hangers Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 RO II scan0204.pdf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 RO AE scan0204.pdf Created by Independent Third Party: Yes 16294.3 NVHCR, NVHCL, NVSTA, NVHTA Tables 9,10,11 18 gage Hurricane clips and 14 gage single and double straps Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 RO II scan0204.Dd Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 RO AE scan0204.pdf Created by Independent Third Party: Yes 16294.4 NVJH, NVSO Tables 12 and 13 18 Gage and 16 Gage Joist hangers Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 RO II scan0204,pdf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 RO AE scan0204.gdf Created by Independent Third Party: Yes 16294.5 NVRT, Table 4 14 Gage Flat and twisted rafter ties. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 RO II scan0204.pdf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 RO AE scan0204.pdf Created by Independent Third Party: Yes 16294.6 NVSNP3, NV 358, NV 458, Tables 6,7,8 Skewed Nail Plate and 14 Gage double straps. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 RO II scan0204.odf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A • • • Clai�ea by jn4p4hb9nt"ijd Party: Yes Design Pressure: N/A • EveluetienRepoits • Other: . • 6i94•. RQ a sc�n02�4.pdf • • Create✓ by drodependent TYi•d Party: Yes 16294.7 NVSTA, NVHTA Tables 20 and 21 14 Gage Single and Double Straps Limits of Use • • Installation IpstructQs • •. Approved for use in HVHZ: Yes F 16 9 R •1 ssWnnO 4. df • Approved for use outside HVHZ: Yes • • • • Verified y.�n N. = at, E. PE 12847 Impact Resistant: N/A • • Createtl bySndependeAt Thifdo Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 RO AE scan0204.pdf • C6wked,bylndepend*nt.T�jjd Party: Yes • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsNc735fObMio... 1 / 16/2015 VIVIN N, TOLAT., P.E. 15123 LAntern Creek 14nt� Awlked4vm Aouawn, TX 7706&mi ..F #10,4zd jo�� TM3 '291444-0181� Fox; 2q1-444-9164 Email; vtolat&4%wo ot page I ENGINEER'S EVALJL&TjON REPORT # NUO413 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors REPORT HOLDER: NuVue Industries Inc; 1055 E. 29th Street, Hialeah, FL. 33013 www.nu-vueindustries.corn n1m;gftlIsoU&ne't Phone: 305-694-0397 Fax: 305-694-0398 1.0 EVALUATION SCOPE: Compliance with 2010 Florida Building Code- Building and Residential 2.0 PRODUCT DESCRIPTION: Refer to tables I through 21 olithis report for Product name, size, size and number of fasteners, fastening details shown in the diagram and, the allowable loads. 3.0 STRUCTURAL SPECIFICATIONS: 1. Steel shall conform toASTM A653, S,S grade 33, min. yield 33 ksi, min. tensile strength 45 ksi and min. galvanized coating of G 60 per A§TM A653. 2. Allowable loads and fasteners are based on RIDS 2005. 3. Design loads are for S. Pine, specific gravity 0.55. Design loads for other species shall be adjusted per NDS.2005. 4. Allowable uplift loads have been adjusted for load duration factor CD of 1.6. Allowable gravity loads have been adjusted for CD values of 1.0, 1. IS and 1.25 per table 2.3.2 of NDS 160-5. Design loads do not include 33% increase for steel and concrete. 5. Concrete in Tie beams shall be min. of 2500 psi. Concrete Masonry, Grout and mortar in concrete masonry shall be min. of 1500 psi. Concrete masonry shall comply loxwqq- 6. Combirkd loadof 4IM;Ll ind L2 shall satisfy the following equation. Act': AM I ;I •+ Actual L2 <--I .0 Allowable Uplift Allowable Ll Allowable L2 96* Page 2 4.0 INSTALLATION hb Installation shall be in accor4aiicevith 0 itvort and the latest edition of Nu-Vue Industries Catalog. The' information in this report sup es any conflicting information in the catalog: 5.0 EVIDENCE SUBMITTED Test. reports submitted by Product testing Inc, (PT) Atec Associates Inc(Attic) and PSI Inc and signed and seated calculations in conformance with FBC 2010 by Vipin N. Tolat, P.E. Product Test #/Test tab Date tested Tested NVTA/NVTAS 02-3938/PT 8/6/02 NVTA/NVTAS 02-4073/PT 11/6/02 a NVTA/NVTAS 024074/PT 11/6/02 NVTA/NVTAS 024075/PT 11/6/02 NVTA/NVTAS 31.22456.0002/ATEC 7/6/02 NVBH.24 02-4096/PT 12/3/02 NVUH 26 024095/PT 1/17/03 NVRT 034177/PT 2/3/03 NVRT 034202/PT 2/19/03 NVRT 03/4270,4271/PT 3/27/03 NVTH/NVTHS O4-4698/PT 4/15/04 NVSNP3 03448XVP T 9/15103 NV358 03/454VPT 12119/03 NV458 034590/PT 12/31/03 NVHCL/R 034625/PT 1/21/04 NVSTA/NVHTA 04.4641,4642/PT 3/17&3/22/04 NVJH24,26,28 034385,86,87/PT 5/30/03 NVS+0236 034349,571,58/PT 5/13,5119,5120/03 NVTP4 034303,44/PT 4/21, 5/l/03 NVTP4H 034345,43/P'T' 5/2, 5/5/03 NVHC43,43/2 70-0244-00381/ATEC 11/27/95 A135 05 5195,95A/PT 2/15/08 AB7 05-5196,96A/PT 2/15/08 NVHC37 03697.0001/ATEC 11/27/96 IKEI 05-5612/PT 3/20/06 IKE2 "06:5622W ::: • • • • • 5/1/06 NVTHJ26 04-4995/l;F &13j-96g1344/I3S1 1/ai/05&2/7/89 NVTHJ28 044996/P1'& ?35-90013-65/M ll34/05&12/2/8 ... ... . . ... . . . ...... .. •• . • . .. . .. . -1, ..... .... . ... . . . . .. . .... . . • • .•• Via• . • ••. Page 3 6.0 DESIGN: f . i ;'. 1 Maximum allowable loads.shall not exceed the allowable loads listed in this report. Allowable loads are based on allowable sh-ess design per NDS. 2, Capacity of wood mdabers is not covered by ibis report. Allowable loads shall not exceed the capacity of wood members. Capacity of wood members shadl be checked by Engineer/Architect of record. 3. Wood members with which the connectors are used must be nominal dimension lumber or approved structural composite lumber. 7.0 CQDITIONS OF USE. 1. NuVue Industries metal .structural connectors described in this report comply with or are suitable alternative to -what is specified in section 1.0 of this report. 2. Design loads must be less than the allowable :loads shown in all the tables of this report. 3. The connectors must be manufactured, identified and installed in accordance with this report and the manufacturer's instructions. 4. Products covered by this report are mane by NuVue industries Inc in Hialeah, Florida under a quality control program with inspections by NAMI Inc having State of Florida license # QUA 1789. Vipin N. Tolat, F.E. Flori+�Itrlya{�iP.E. # 121�#7 vnt/nuQ4l3 STATE OF • i ji. �Jt11at t.i;� Tr+.+►l-. •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • • • • • • •• • • • •• •• 168L, HURRICANE CUPS Product Code Oaaex�ition {taue g uhKsOr•A aLc I W*M M MCAW MV - MWT le a a 53e 233 333 O lim MJR emm CtJP'« LEFT is I f _., . +1Y- 6S2b 2W M Fqr. tipilk, �us'6,,hk clips, one on each side to �� tie pl ,eiI Y-section 2321.7 of tho FHC C -1'7 ar Uplift. Li dt L2. 6~ u.w nvricac L;� TABLE 10 TABLE 11 NVSTA-Single Strw- NVHTA-Double Strops Told No. Total No. of Allowobtez Loads (ibs) Total No.. Total No. of AMowoMo Loads (ibs) otin Strom 20 C Seat in F c-23t)0 psl at Fastenem a 20a" Seat In Pe-25b0 psi Unless Noted 10d x Or 10d x Or Lt t 2 J - ' x t}¢` 10G x t ki uplift � Li is El C -1.6 for Uplift. Ll do 1-2. 46 l---t3;--I k o 4 14G MM H ti {� MM Cons•% upt i" tact o 2as'xv1-r C Ups rx�„bodrwt � �r / ,�NVHTA 121 • • • • • • • NVSTA 111i •• see : : :• 44Fi • • • • • • • • • • • _,_ Be b Reinforced � t° kt�4.1 • • • ftehlbre" concrete ►-- tt• Own Min. 2#5 Top It bottom or r•inioroed Top A boomer or r 'Y'�..v Concrete book well Lt Con"t• block rat ••• ••• • • �y� • • • • •• •• • • • • • • • • • •• •• • • • • • • ••• i HJC HIPMACK ALLOWABLE LOADS STOCK STEEL DIMENSIONS (inches) FASTENER SCHEDULE'' SP ALLOWABLE LOADS (lbs) a ` Carried Trusses NUMBER HJC26 MJC28 FOR S1. 11—h GAGE 12 72 = 75.d cam W 6 6 1 nN = A H 53/6 7'/ AK M � —; D 3'/, 3'/ - e — tee.. CartyingTruss Jack Qty 7 8 Hip Qty 5 6 Type 10d Common 10d Common Download UJAW Qty I 16 1 20 Type 16d Gammon 1 16d Common Ce =1.0 2090 3220 C, =1.15 1 2090 3705 Co =1.25 2pgo 3985 Co =1.6 2005 2070 A 10G Common Nail is a roil with a diameter of 0.148" and length of 3". A Id Ce}hRh�t Nail is a rail with a diameter of 0.162' and a length of 3',' '. • 's._S�J�'lere been jrr�roaseE assfldA� i7 accordance ;vittn nAde. • 35 w sn.1 :A06 tw sryy and construction loads. No further increease is permitted. • • • • • MIA '�r wind or se is loading. No further increase is perrmitted. • • 'nv lumter spe&s is SOLLM Pig• 'The publi *J toad is f!><^t4atCR ie hip at 45 degrees and jack at 90 degrees combined. • • s"m minhwe*wcier thicl a shM 2 inches for the 16d common rails. • • • •• •••• •••••• 00*0 •• •••• •••• • • • • •• . • • • • • 312.5 SLANT , WL jOIST HANGER ALLOWABLE L04-S H3C f • • • ` STC lc • • STIFEL DIMENSIONS Cmches) FASTENER SCHEDULE' Z SP �LLOWABLE LOADS (bs.) ` NUMBER GVE + ;•'4 • ;; • D r A Header Joist Download = V 35 Qty Type Qty Type Elm 1-0 Co =1.15 C. = 1.25 C. = i.e. 000604 JUS2 1 1 /t6 3'/6 1% 1 4 10d Common 2 . 10d Common 710 815 890 WA JUS26 18 19116 4131,E 131. 1 4 10d Common 4 10d Common 925 1065 1080 1140 JUS28 18 19/16 65/. 13/, 1 6 10d Common 4 10d Common 1170 1350 1465 1160 JUS210 ri Ql. 4:..wk-_ 18 A...... 13/ 4lt.s_I— 73/, 13/. I--'-....w._w_ 1 8 10d Common 4 10d Common 1420 1635 1700 1115 'A 10d Common nails is 3 inches long and 0.148 inches in diameter 'The 10d Common Nails nails driven into the joist shall be in t lled at 30 to 45 degrees horizontally toward the treader. 3Loads have been increased as shown in accordance with code. 15% and 25% for stow and Construction bads. No further in cease is permitted. 60% for wind or seismic loading. No Uther increase is permitted. `The lumber species is Southern Pine 51.101ift loads for connectors "steo as N/A had an udift capacity less than the required 700 pounds. SLANT NAIL DETAIL TYPICAL JUS INSTALLATION JUS TYPICAL HJC INSTALLATION n � r r : lIlf!i �!\ UNITED STEEL PRODUCTS COMPANY 14305 SOUTHCROSS DRIVE - SURE 200 BURNSVILLE, MN 55306 PH:800-328-5934 NAME: FACE MOUNT HANGERS HJC JUS UATE: STEVEN A. BREKKE 3128/2011 PROFESSIONAL ENGINEER LICENSE NO.70432 '- SHEET: DRAWING NO.: 1 OF 2 MD-HJC-JUS MMWff4DADX CD Mry W-00�om i'it011sK,717OtpY, tiYC't�10N IIOA11DM1At D AO �pH >oPt 9 11005SW26SIRXkRoom208 W&"kV &33173-TA* N�xcz'D�ACC3 ',A11j�1 �A TMI03134J0 PM31SQY9 14M Sumum s-blI , Salt! 200 �_�, MPb S'J806 . oasss&udma Ntas mateliels, Tho oed uodrrtite ratbs we of doausnetdtlim sahmftbd has been reWkWe i tm*"-phrd by Wb- Dade A11&orlfy Hanipg Jntisd's2uo . he n.ea is t� Dade C'�EW an1'athar drew wltesc allowed by Tbis HOA ab ali not be vaM air M%O cwpbmb- daft Wood bdmv. SWUM (Ia � 1�Jurle� ) � AM Cm amm adw d m Muni �oadb CO WAY pro C �1 is hays," 9� Ceatty) frame the ptrFarut-in the macepbar : tab• > starer ff i? t -or MAkfisl NIS m �. I �Qft d tP4sPmd 1be tlae of oath WPCMD ctI such USU49 nod tine AHI may teetuvea do IW ID tCl tam R&.. ff iC 3R dteemilsed �furitatreb � ibeaj O7 J NC e Saoftca >h� said ptraclabt a' b ypt �, �J! Product Coubul Tliia paodnrltis egpp¢t� ar dbetl4 aitd hstt.beas batildBtg code. CDda° Veloady Hpaxicrose zome to eotnipllyw39a the FloaSds Building �, , Seises m.rw g„am i 21. Sheet Wood C NN*et m * An APrRO A3r.bOCl19NUZ4!'tDmwrj,,j4 , pmemea lyualted s6 P d*la w ..: Sedvea A- Htakk% PX,. gie 1 and 2Count CM dtded 1. Aped and sealed by ypsodmot A4oephitDe•o�ber and maps dab by ti►e * �+P�vith rise Nance of Mlta;�[.bzISMH'ACXG:1Qaaae COY tdoutrol3ection- L : Pad* mtit *MU% ar a PttimaDW&l%bel With tlto Dame or � . • • w �: �. state am �Q1�mde �y p&dwt C onW Approved qr , unlm othO vrieo noted R�WA1i odi$tia NC)ft stall ba gmsaldita�i aflar a renearal 11D d� f�D ap4 n her heart filed and there has heap i Immmm TIO" of +� P ofthls paoduct- iY "no fax mt6 t � o69tC: sae dab ar if these brad been awirision or change f ,`fci salai,3d g +sd •P t cr Rtooesa. Misuse afibb NOA as an endotaetnent of oompll►w+i�asy � �orw a» brOQase lir � tlaia NOA. Faahlas m fe%nirerleuIsW iwCrMA- �� b9� 1itetsbW& V D0"aa�'• OA is--d and followed ii he dope m iraeersits"ya e0.9 Pat+dn afthe NOA ia'diaplayod, then bftvcmt)m: A comr,a£ ` dbbnmgws'►dd + �. to$e11sar by t o l edlrer or its Tlds 1q0A ><ifttiuil_ et tlrejob a3se at the negoest oftbe BtaWutg OMOML docuumm t�ationed above. 4� duds consists afii>re page l col evidenbe page R-•1, as wolf so appawal The-bWMed• doaeroeobtlou wad reviewed by C-Ups XL Ubwa, Pit 00 lil�f 711 ' PlOA na yt-oslaol - . ' �p4*das D+tfe: ittae a.3016 Page 1 Nam)[-.-��P�N�: TL'V�l�•R117(+oi ar>r... A. DRAWINGS 1. , MD-BT -JZS ti&d rR . 81-1 Products, �. s1� i and 2 of 2, dated 0l3/Uh--.1s �d rood � United bY SbbV m A. 113SPS -SRbB*&WNOA 0 07-0 14-20" 1. Test "Posts an wwl awdl d by V- R- c andeL P P� ASTHI D1761-1t8 by Pmdoct Teatio� h-'- sign d end 1• U6-6047--� ++� Woodli Oo.><�,••_.� JTJS24 Daft Z O"m SUS26 UPwatd dt Dawes 1 omgM6 3. 0G-6pg9 JUSU $Dom b0J19A16 s O&WO ]1JS210 -Upwatd&Dqft 10►17IOii 6. 064M 12UpvraadaDa 1 - P� &Down 7. oe6-W L2s upward et Dowd i A1/06 Uupp s. 06- m A1210 UPS dt Dawn 11/01/06 9. 06-6066 R210 & Dmm 1 8/06 10. O6 6968 MC26 UPaIMM dtDowm 11/13/06 11. p3cn I M22106 Upwam & Down 12/Ol/06 �' CALCM ATIONS 1• PiWu t won do�ada. Peepe1'od by United Steel Products Cmpany. dated 03/10/11 and OU23/1 L.Signed and sealed by Steven A- Birekko, P.E. D• QUAT.nT AgSURANCL 1- Miami -Dade Bndld'mg and NdW"rh,,d Complpa, t (BNC) MATKRIAL CZnMCATIONS �- STA 1- StatemmIt lettor•ofaodo COMAXIMEMINCO.2. FBC, dbt liaisatBfoet Products . dated 03/29/11, siPedind 1 i dtd;3[ et Pmducb Cm4wy, dated 0329/11, 919,md end. sealed by Ste vest AN. P$ _-99 5%,Llf P. Predwekc*.d.vjv MOA Me, U-Mul Mq*p attea D-MI Jwa• 04,2616 g _1 App+ov d DM- Ja1y 21, 2011 TRUSSED VALLEY SET DETAIL Page 1 Of 1 GABLE END, COMMON TRUSS OR GIRDER TTSS VALLEY TRUSS TYPICAL (24" O.C. ) 11 1. INSTALL BASE TRUSSES. P i2 2. APPLY SHEATHING TO TOP CHORD OF SUPPORTIN TRUSSES. VALLEY TRUSSES MAY PROVIDJE BRACING IF SHEATHING IS NOT APPLIED., BASE TRUSSES MUST BE DESIGNED FOR PURLIN SPACING EQUIVALENT TO VALLEY TRUSS SPACING (NOT TO EXCEED 24" D.C. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIM AND SECURE TO BASE TRUSSES AS PER DETAIL A, B, OR C BELOW. 4. BRACE VALLEY WEBS IN ACCORDANCE WI SEE DETAIL THE INDIVIDUAL DESIGN DRAWINGS. A, B, OR C BELOW (TYP,) VALLEY TRUSS TYPICAL ( 24" O.C. ) "—yumm \ TOE - NAIL VALLEY TO BASE TRUSS W/ (1)16d TOE NAILS 12 1 ATTACH 2ACONTINOUS NO.2 SPF TO THE FACE OF THE ROOF Wi TWO 16d (.131" x 3.5") NAILS INTO EACH TRUSS BELOW \ TRUE P104 \ ZA VALLEY TRUSS \\, DETAIL A ;GREATER THAN 3112 PITCH) ATTACH BEVELED 2x4 CONTINOUS N0.2 SPF TO THE FACE OF THE ROOF W/ TWO t6d (.131"x 3.5") NAILS INTO EACH TRUSS BELOW ATTACH VALLEY TO BEVEt D Qx4W� • • • ' • (2) 16, TC�G 1JAIILSo a o s • •• • • • • ••• • DETAIL C • "' " ' ' 'Y TOE - NAIL VALLETO (GREATER THAN 3/12 PITCH BASE TRUSS W/ LESS THAN 12/12 PITCH) • (2� 16d TQE NAIL,%. . •. .... ....... . NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING BASE TRUSSES TYPICAL (24" O.C. ) 9 10 ATTACH 2x4 CONTINOUS NO.2 SPF BLOCK TO THE FACE OF THE ROOF W/ TST 16d (.131"x 3.5") NAILS INTO EACH TRUSS BELOW. EACH TRUSS BELOW MUST HAVE A BLOCK ATTACHED TO IT. TOE - NAIL VALLEY TO B SE TRUSS W/ : (�) 16d TOE NAILS <-- '3 Tot WA1t,5 DETAIL B (3/12 PITCH OR LESS) '.R.M10.tl 0R, Pft'E2 P f 2 8 0 2 6 786-255-4344 DAT f �/(,/201? 1811 S W33 3145