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RC-14-435 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-208525 Permit Number: RC -3-14-435 Scheduled Inspection Date: April 13, 2015 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Building Owner: LEONE, DEBORAH Work Classification: Addition Job Address: 5 NW 105 Street Miami Shores, FL Project: <NONE> 4ONM1M I Parcel Number 1121360050320 Contractor: SHEAR CONSTRUCTION & MANAGEMENT LLC Phone: (305)668-7668 comments BATHROOM ADDITION INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 10, 2015 For Inspections please call: (305)762-4949 Page 2 of 25 T 0512012014 05:23 LOPEZ INSURANCE 9-AK)Mb264;0b/ r.UUZ)UUZ ► CERTIFICATE OF LIABILITY INSURANCE t D��&611y ff" THIS CERTIFICATE 18 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 0088 NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the cartl0cate holder is an ADDITIDNAL INSURED, file pollcy(Ies) must be endorsed. If SUBROGATION IS WAIV00, sub)9011 to the terms and conditions of the policy, cartaln policies may require an andomemenL A stataotedt oo this cartiflcate does not confer rights to the cottlfloate holder in Ireu Of such endorsem$r y), PRODUCER Lopez Insurance Agency 5765 W. Flagler Street #204 Miami, FL 33144 Phone (305)284-3638 Fax (306)254-3357 INSURED Y & M Plumbing, Inc. 4801 SW 127 CT Miami, FL 33175 N,Q)I (306) 284.3357 I uusunsu a- MADISON INSURANCE COMPANY I I UUVOKAUMN CERTIFICATE NUMBER: REVISION NUMBER: THIO IS TO OERTIFY THAT THE P0UCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATES MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITION$ OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY N ER .. D ` a• _... . _... -LIMITS EACH OCCURRENCE $ 14 GENERAL LIABILITY TO RENTED $ 1 © COMMERCIAL GENERAL LIABILITY A ® ❑ CLAMS -MADE ® OCCUR N 0186FL000443 48 04/1 SI2014 04171i/2015 MED EV( one on $ PERSONAL 4 AOV INJURY S 110 ❑ GENERAL AGGREGATE 6 1,0 PRODUCT$ - COMPtOP AGO I 1,0 OEN'L AGGREGATE LIMIT APPLIES PER ❑ POLICY 13 M- ❑ LOC 9 AUTOMOBILE LIABILITY ❑ ANY AUTO E] ALL OiNNBO AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTO& COMBINED SINGLE LIMIT 6 {Ee eeddent) BODILY INJURY {Per Perm) 6 BODILY PIJURY (Per eeeF $ PROPERTYOAMAGE $ (Per ec MW4 ❑ NON-OVVNEDAUTOS rt ~ 8 ❑ UMBRELLA LIAO ❑ OCCUR EACH OCCURRENCE— AGGREGATE $ El rEICE99 LEAS ❑ CLAIMS -MADE ❑ DEDUCTIBLE Is WORKERS COMPENSATION GST/ AND EMPLOYERS' LIABILITY B ppANY �� ICROEWM�M6 REXCITUDERD ECS VIN N 1 A WCV000329102 11/10/2013 11/10/2014 E.L EACH {�(Mand�datory In N) E L DISPAE gr8odg PT1('N OF OPERATIONS below E.L DI8l3A8 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach AOM 101, Additional Remeft Schodule, It more apace to requl" PLUMBING SERVICES - CPC1426681 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building department 10090 N.E. 2nd Avenue Miami Shotes, Florida 33138 ACORD 26 (2009109) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE M1 01988.2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are regist'eted marks of ACORD q I )� Npe Vol Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 aq_. I1�P�,CTION LINE PHONE NUMBER: (305) 762-4949 BUILDING FBC 20 Master Permit No. ?--C..-3 -14 - 4 3 S PERMIT APPLICATION Sub Permit No. )6BUILDING ❑ ELECTRIC ❑ ROOFING j REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S �) LA) k - o< 5; +f City: Miami Shores County: Miami Dade Zip: 3313 -2 Folio/Parcel#: } \2\ °3 (o ®O S 03 ;)-0 Is the Building Historically Designated: Yes NO Occupancy Type: Load OWNER: Name (Fee Simple I Address- 1!5-N City: 011-k 1 Construction Type: Flood Zone: M E BFE: FFE: . � r-77F--7-77�) State: rl Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: -r ne#: 30S- Wo a �4-0 fo City: kA 16L state: EI Zip: f543 Qualifier Name: �CYa"4 SV e. Phone#: 730,S 1k, gq-09 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition __ � Alteration ❑ New " p ❑ Repair/Replace ❑ Demolition Description of Work: CCK- �1 cS �t taMn ro0►7.J�- 1CUOI 0 Llf M it Specify color of color thru tile: Submittal Fee Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature kms/ VP OWNER or AGENT The foregoing instrument was acknowledged before me this d1 ay of . 20 1 L by ��P�yI) 1%• LEOnk- . who is personally known to me or who has produced as identification d who did take an oath. NOTARY P BLI /� ,� /\ / o"YP'°°ry � LO Mendez i �I� }� .A��nScommISSJON#EE167083 Print: Seal: Signature CONTRACTOR The foregoing instrument was acknowledged before me this S day of --)17e-.A- . 20 kq by (:)(A" -S,AC6r who is personally known to me or who has produced as identification and who did take an oath. RT01 X37 Print: Seal: Lory Mendez E5: MAR. 17, 2016 :x�x�ra�*�r�x�*�xx��:x*a�m�**��*�a*•�x***rr�x***a*�x�x*��*�r*��x:x**:r�r�x�**»�x�**+�*�x:x******��:x*x�**�x*��*��s��**a�*��x�*w APPROVED BY v Plans Examiner Zoning Avj--ifl q it Structural Review (Revised02/24/2014) Clerk Miami Shores Village I AMI P10 Building Department BY. ®% 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 : (305) 795.2204 Fax: (305) 756.8972 �� 11 INSPECTION'S PHONE NUMBER: (305) 762.4949 �rl �l 11 FBC 20 BUILDING Permit No. PERMIT APPLICA Permit Type: JOB ADDRESS: ING 105 STREET Master Permit No.& _ i Ll ---Y365- ROOFING Y ROOFING �—� City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#: 11-2136-005-0320 Is the Building Historically Designated: Yes NO X Flood Zone: X OWNER: Name (Fee Simple Titleholder): DEBORAH LEONE Phone#: 30-5 -%1g i"l"l f AAA-- 5 NW 105 STREET City: MIAMI State: FL Zip: 33150-1241 Tenant/Lessee Name. NSA Phone#: Email: LEONENWSA@AOL.COM CONTRACTOR: Company Name. SHEAR CONSTRUCTION & MGMT, LLC Phone#: 305-668-7668 Address: 6817 SW 81 TERRACE City: MIAMI State: FL Zip. 33143 Qualifier Name: GARY SHEAR Phone#: 305-216-4908 State Certification or Registration #: CGCO18482 Certificate of Competency #: Contact Phone#: 305-668-7668 Email Address: INFO@SHEARRENOVATION.COM DESIGNER: Architect/Engineer: ANTONIO RODRIGUEZ Phone#: 305-662-1008 Value of Work for this Permit: $ t>13, 000 Square/Linear Footage of Work: 78SF Type of Work: IfAddition ❑Alteration Description of Work: dW BATHROOM ADDITION Color thru tile: WiNew ❑Repair/Replace ❑Demolition Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMAIENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature _ ' Owner or Agent The foregoing instrument was acknowledged before me this 4 day of MARCH 20) by DEBORAH LEONE who is personally known to me or who has produced FLORIDA DRIVER' CENSE As identification and who did take an oath. °1+eiU yJJJ NOTA Y UB re®ot�p�B o Lary Mendez �=COMMISSIOEd#EE 167083 � EXPIRES: MAR. 17, 2016 Sign: WWWAARONNoTARY.com Print: L R MEND My Commission Expires: 3�'n 11 Signature __ 4 , - Contractor The foregoing instrument was acknowledged before me this 4 day of MARCH 20 1'4, by GARY SHEAR who is personally known to me or who has produced as identification and who did take an oath. °uun M�0°��Y �UB4 Lory Mendez NOTAR LI ZR* ':COMMISSION#EE167083 e` EXPIRES: MAR. 17,2016 '";Z, ;;°°•` WWW.AARONNOTARY.com APPROVED BY tel`'' /il V /(7 Plans Examiner i XWS11 � Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Sign: I pmt.IJORYEND My Conin&sipfn Expires: 1 I (1 I I b YL�Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. OPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D.. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Shear Construction & Management, LLC BUSINESS ADDRESS: 6817 SW 81 Terrace STATE FL atr � ZIP CODE 33143 BUSINESS PHONE:3( 05 1668-7668 CELL PHONE3( 05 ) 216-4908 CITY Miami FAX NUMBER3( 05 ) 669-0544 QUALIFIER'S NAME: Gary Shear QUALIFIER'S LIC NUMBER: CGC018482 E-MAIL ADDRESS (IF APPLICABLE): info@shearrenovation.com Created on 3119109 BY MLDV I RV 3126109 MLDV o STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SHEAR, GARY OWEN SHEAR CONSTRUCTION & 6817 SW 81ST TERRACE MIAMI MANAGEMENT, LLC FL 33143 (850) 487-1395 DETACH HERE ?`,t+ �?� „ :'t ;� , �t}��THIS�DOCUMENT{MAS'AyCOLORE rBAGKGROIjNDt"pMICR'©1'RINTWG'� LINEMYNRK�,`PA�TENTEDfPt�PER�v �'rv��s � t•r�� ,; r ��, �K�g; l • STATEOF • DEPARTMENT OF ® PROFESSIONAL REGULATION CONSTRUCTION I! BOARD 06/.08/20121110417337 ICGCO18 82 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 F'S. Expiration date: AUG 31, 2014 SHEAR, GARY OWEN SHEAR CONSTRUCTION & MANAGEMENT, LLC' 6817 SW 81ST TERRACE MIAMI FL 33143 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW STATE OF FLORIDA AC# '6 .b 5 7: 2 6 9 Congratulationsl With this license you become one of the nearly one million DEPARTMENT OF'.EUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. PROFESSIONAL:. REGULATION Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. CGC018482 06/08/12 110417337 Every day we work to improve the way we do business in order to serve you better.I I For information about our services, please log onto www.myfloridalicense.com. CERTIFIED GENERAL CONTRACTOR There you can find more information about our divisions and the regulations that 1 SHEAR, GARY OWEN. Impact you, subscribe to department newsletters and learn more about the SHEAR CONSTRUCTION . & MANAGEMENT; ' Department's initiatives. I 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 licensel =s CERTIFIED „Hoer the provisions of Ch.489 Fs Expiration oats: AUG 31, 20;14 L1206080Q964 DETACH HERE ?`,t+ �?� „ :'t ;� , �t}��THIS�DOCUMENT{MAS'AyCOLORE rBAGKGROIjNDt"pMICR'©1'RINTWG'� LINEMYNRK�,`PA�TENTEDfPt�PER�v �'rv��s � t•r�� ,; r ��, �K�g; l • STATEOF • DEPARTMENT OF ® PROFESSIONAL REGULATION CONSTRUCTION I! BOARD 06/.08/20121110417337 ICGCO18 82 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 F'S. Expiration date: AUG 31, 2014 SHEAR, GARY OWEN SHEAR CONSTRUCTION & MANAGEMENT, LLC' 6817 SW 81ST TERRACE MIAMI FL 33143 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW 002133 Local :Business Tax Receipt Miami=Dade County, State of Florida -THIS ISNOT A BILL— DO NOT PAY 6478150 BUSINESS "ME/LOCATION RECEIPT NO. SHEAR CONSTRUCTION & MANAGEMENT LLC RENEWAL 6817 SW `81 TERR 6747597 MI�4NII4,. 3W LBTI 'EXPIRES. 30 -Sep -14' Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT. RECEIVED SHEAR CONSTRUCTION & MNGMENT 196 GENERAL BUILDING CONTRACTOR By TAX COLLECTOR LLC CGCO18482 $75 7/16/2013 Worker(s) 1 TXHS1-13-030124 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 holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles — Miami—Dade Code See 88-276. For more information, visit miamidade eovRaxcollector Client#: 29222 SHE®RCON ACORD. CERTIFICATE OF LIABILITY INSURANCE oAT512IDD(YYYY) 3/005/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(!). PRODUCER SUB USI Insurance Services, LLC/CL P.O. Box 141916 Coral Gables, FL 33114.1916 305 669.6000 (WIe Etl: A(c No): 305 669.6030 D , usicerts@usi.biz INSURER(S) AFFORDING COVERAGE MAIC # INSURER A: Mid -Continent Casualty Company 23418 INSURED Shear Construction and Management LLC 6817 SW 81 Ter INSURERS: Mid -Continent Insurance Company 66001 INSURER c: AGCS Acarine Insurance Company 22837 04131-000880459 Miami, FL 33143-7711 INSURER D : $1,000,000 �EgACC�HppG�OCCURRENCE PREMISE S ffi ante $100000 INSURER E: INSURER F : K"$VAI O:7_Lvj4: d=I:411;1lq-"114NUIT, 1:1- : :1:0E1A7iIR11] J11-3:1: 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. NSR LTR TYPE OF INSURANCE DL SUB POLICY NUMBER POLL�Y F MM/Dq PO Y LIMITS A GENERAL LIABILITY 04131-000880459 D711312013 0711312014 $1,000,000 �EgACC�HppG�OCCURRENCE PREMISE S ffi ante $100000 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE DR OCCUR MED EXP (Any ane arson) $ ------ PERSONAL& ADV INJURY $1,000000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG s2,000,000 POLICY X JECTPROLOC $ AUTOMOBILE LIABILITY CEO �l$INGLE LIMIT $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (Per scOdent) $ B UMBRELLA LIAROCCUR HCLAIMS-MADE 04XS184583 1/02/2014 07113/2014 EACH OCCURRENCE $5.000,000 AGGREGATE $5,000,000 X EXCESS LIAR DED I I RETENTION $ WORKERS COMPENSATION WC STATU- OTH- ER AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER(EXECUTIVE YIN N OFFICERIMEMBER EXCLUDED? El NIA E.L. EACH ACCIDENT $ E.L. DISEASE, EA EMPLOYEE $ (Mandatory in NH) If yyeess describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMB I $ C Inland Marine MX193021201 D711412013 0711412014 Installation Floater DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Isrequfred) Re: General Contractor - CGC018482. The General Liability policy includes an automatic Additional Insured endorsement that provides Additional Insured status to the Certificate Holder only when there Is a written contract that requires such status, and only with regard to work performed on behalf of the named Insured. (See Attached Descriptions) Miami Shores Village Bldg. Dept. 10050 NE 2nd Ave. Miami, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) 1 of 2 The ACORD name and logo are registered marks of ACORD S11780222/M11601819 KXNZP ACOR/)" CERTIFICATE OF LIABILITY INSURANCE DAT (MMIMNYM 3/3/2014 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 (fee) 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 endorsemen a . PRODUCER CONTACT NAM& POLIOY NUMBER 1-800-2T7-1620 X4800 AA N,p 727-797-0704 ADDRESS. FRANKCRUM INSURANCE AGENCY, INC. INSURER(Sl AFFORDING COVERAGE NAIL@ 100 S. MISSOURI AVE, INSURER A: FRANKVNNSTON CRUM INSURANCE CO. 11800 CLEARWATER FL 33758 INSURED INSURER B: INSURER C: EACH OCCURRENCE $ INSURER D: FrankCrum 1-800-277-1620 INSURER E: 100 S MISSOURI AVENUE INSURER R CLEARWATER FL 33756 GOVERA0ftO CERTIFICATE NUMRFR- 741762 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT MALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. VIM TYPEOFINBURANCB ADDL INSR SURR WVD POLIOY NUMBER POLICY BPP (M6I0DiYYYY) POLICY wLIMITSLTR (MMIDIVY" � r/ GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL UABIUTY PROMISEE gxarelae $ MED EXP an qm $ OLAm1S-MADE OCCUR PERSONAL S ADV INJURY $ GENERALAGGREGATE $ GM AGGREGATE LIMIT APPLIES PER; PRODUCTS - COMPlOP AGO $ $ POLICY PROJECT ' LOC COIN90 SINGLE UMIT AUTOMOBILE LIABILITY E( eaaQldmd $ BODILY INJURY (Per perean) ANY AUTO ALL OWNED EO� BODILY INJURY (Per acdderd) $ PROPERTY DAMAGE NON -OWNED HIRED AUTOS AUTOS a sadd"M $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE EXCE88 LIAS CLAIMS -MADE DEO RETENTION 3 $ A WORKERS COMPENSATIONAND WC201400000 1!1/2014 1!1/2016 X I WO TORYUMT- ER. EMPLOYERS' LIABILITY ANY PROPMETOWPARTNEWEXECUITVE OFFICERI EMBER EXCLUDED? NIA E.L. EACH ACCIDENT $1,000,000 El. DISEASE -EA EMPLOYEE $1,000000 (Mmdatory IV! c0ouunder II yea, daep0w d DESCRIPTION OF OPERATIONS below El. DISEASE • FOUCY LIMIT 1 $1,000.000 DESCRIPTION OF OPERATIONS I LOCATIONS IVEHICLES (Aeach ADDED 101, AddWmW Remarks SatmNe, U mora space M required) EFFECTIVE 05/0612009, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO SHEAR CONSTRUCTION & MANAGEMENT, LLC (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES, RE: GENERAL CONTRACTOR - NO. CGCO18482 CFRTIFICATF Hnl nFR CANCELLATION ACORD 26 (2010/06) The ACORD name and logo are registered marke of ACORD 01080-2010 ACORD CORPORATION. A8 rights reserved. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE BLDG. DEPT. AUTHORIZED REPRESENTATIVE 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 � r/ ACORD 26 (2010/06) The ACORD name and logo are registered marke of ACORD 01080-2010 ACORD CORPORATION. A8 rights reserved. .4 RIE C E11, Water and Sewer M I AjM1DADE P+a� 30316.3575 S. Lejeune Road MAY 0 0 2014 Miami, Florida 33233-0316 1lERIFICATION FORM T 305-665-7471 EXPIRES ONE YEAR FROM DATE ON FORM UN miamidade.gov f B Y: ATLAS PAGE: F-7 INV,* FORM #. 201442889 DATE: 5/5/2014 NAME OF OWNER: PROPERTY ADDRESS: PROPOSED USAGE I NO. OF UNITS: REPLACES: PREVIOUS USAGE/ NO. OF UNITS: PROPERTY LEGAL: LEONE RESIDENCE 12014007227 5NW105ST_ FOLIO NUMBER: 11-2136-005-0320 GALLONS PER DAY INCREASE: L=�= PREVIOUS FLOW: 220 PREVIOUS SQUARE FOOTAGE: 1,264 ❑ NEW CONSTRUCTION PROPOSED FLOW: 220 PROPOSED SQUARE FOOTAGE 1,364 W INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) _2_ INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # WA) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. BY —_ SIGNATURE OF REPRESENTATIVE N BUSINESS COMMENTS: PLANS REVIEW COMMENTS: CRITERIA: F-1 Judy R. Elliott - New Business Replresentative AUTHORIZED BY EXIST 6609192200 W/S W/VF $30 TOTAL VALID W/ PD INV -(NEW IF REQ 8-10 WKS-MTR NO LGR THAN 5/8 -MUST CONN TO 6" IN FRT) THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE AM _ _ INCH GRAVITY SEWER MAIN ABUTTIN THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE ING TO SERVE THE SUBJECT PROPERTY, (OR, IF ILL HAVE", UPON PROPT YANCE AND PLACEMENT INTO SE VICE OF SEWER SEWER FACILITIES BY THE D ELOPER UNDER AGRETH THE DEPARTMENT, (AG MENT ID # N/A). SUBJECT TO PROHIBITIONS RESTRICTIONS OF GOVERAGENCIES HAVING JURISDICTI OVER MATTERS OF SEWAGE DISPOSAL. FUR ERMORE, APPROVAL OF ALFLOWS INTO THE DEPARTM NTS SYSTEM MUST BE OBTAINED FROM D.E.R. . THE ANTICIPATED DAILY WAR SEWAGE FLOW FOR THIS OJECT WILL BE: NO GALLONS (0] GALLONS PV DAY INCREASE. BY: OF REPRESENTATIVE NEW BUSINESS COMMENTS: PLANS REVIEW COMMENTS: Judy R. Ellydtt - New Business AUTHORIZED BY HRS SEPTIC TANK APPROVAL API 143107 DATED 4)21/2014 CONTACT NAME: EUGENE W L AN CONTACT PHONE (305)496-2j'10/ AUTHORIZED BY: _ —ti— Printed On: 5/5/2014 NB: Judy R. Elliott 4:16:03 PM PR: i Water Supply Certification Number I 6927 -VF -201442889 Water Supply Certification Issued Date:05/0612014 Applicant: Same Re: Adequate Water Supply Certification - No Net Increase Owner/Agent: DEBORAH LEONE Organization: 5NW105ST MIAMI, FL 33150 The Miami -Dade Water and Sewer Department (Department) has received your request to receive water services to serve the following project which is more specifically described in the attached Agreement, Verification Form, or Ordinance Letter. Project Name: LEONE RESIDENCE M2014007227 Project Location: 5 NW 105 ST Miami Shores Previous Use:1264 SF SFR Proposed Use: 1364 SF SFR Previous Flow: 220 (GPD) Total Calculated Flow: 220 (GPD) Reserved Flow: No Net Increase The Department has evaluated your request pursuant to Policy CIE -513 and WS -2C in the County's Comprehensive Development Master Plan and Limiting Condition No. 5. of the South Florida Water Management District Water Use Permit Number 13-00017-W. Based on its review of all applicable information, the Department hereby certifies that adequate water supply is available to serve the above described project. Our review indicates this project results in no net increase in water demand for the purposes of Adequate Water Supply Certification. Furthermore, be advised that this adequate water supply certification does not constitute Department approval for the proposed project. Additional reviews and approval may be required from sections having jurisdiction over specific aspects of this project. Also, be advised that the gallons per day (GPD) flow allocated herein is for water certification purposes only and may not be representative of GPD flows used in calculating connection fees by the utility providing the service. Should you have any questions regarding this matter, please contact Maria A. Valdes, Chief, Comprehensive Planning And Water Supply Certification Section, (786) 552-8198 or via email at mavald@miamidade.gov. Sincerely, Comprehensive Planning And Water Supply Certification Section. 6AA53C4D-EDI1- 493E-9C6E-1 DDC313934D1 Notice of Preventative Treatments for Termit (As required by Florida Building Code (FBC) 104.2.6) 3310 SW 43rd Street • Miami, FL 33155 Phone: 305-221-3149 5 ':NW 105 ST Miami Shores,F1 Address of Treatment or LotBlock of Treatment 5/29/14 3:00 pm Luis Cabezas Date Time Applicator Premise 75 Product Used .05 Imidacloprid Chemical used (active ingredient) Percent Concentration Area trreated (square feet) Horizontal & Adjoini of treatment (Horizontal, Vertical, At 5 Gallons Number of gallons applied L4 LF Linear feet.treated lab (Footers) Slab, retreat of disturbed area) s per 104.2.6- If soil chemical barrier method. for termite prevention is used, final exterior matrnent shall be completed prior to final building approval. this notice is for the final exterior treatment, Initial and date this line IN 80.1-20�.Ij' amm Zvonimir T. Belfranin, P.E. Consulting Structural Engineer May 30, 2014 Building Official Building and Zoning Department Miami Shores Florida RE: 5 NW 105th Street Permit No. 3-14435 Gentlemen: Please be advised that this office has visually verified the soil subsurface and found it to be adequate and in accordance with the soil assumptions . We reviewed the excavation for the foundation and we found the soil to be satisfactory to provide adequate stability for the a o e project of 2000 PSF allowable soil bearing pressure. Sinc el, Zvonimir T. Belfranin, P.E. Principal ZTB; at 4836 Southwest 74!' Court, Miami, FL 33155 T. (305) 669-0255 F. (305) 669-1073 E-mail: belfranin@aol.com 11jC-3,oq-C�q'— M. HAJJAR & ASSOCIATES, INC. 45 Valencia Avenue, Coral Gables, Florida 33134. Ph: 305.445.2399 Fx:305.445.2219 Field Density Report Client: ACD Builders and Construction Client No. GSE -10-005 Date: 05/30/2014 Project: 5 NW 105th, Street Miami, Florida Soil Description: Fine Sand mix with Rock Proctor No.: 2000 LOCATION Bathroom addition FIELD DENSITY (LBS/CFT) MOIST. CONTENTS % MAX DENSITY % IN THE FIELD LIFT RESULTS Southeast corner footing 100.0 10.2 99.3 Top P Southwest corner footing 110.1 9.8 99.4 Top P Moisture % No.: 9.6 100% Max Density: 100.7 ASTM D-2922-71 DEPTH: 12" REQ. COMPACTION: 95 % Remarks: ALL OF THE ABOVE TESTED LOCATIONS COMPLY WITH THE JOB SPECIFICATIONS. P=PASS F=FAIL FT=FOOTING SG=SUB-GRADE BC=BASE COURSE Respectfully Submitted ermin A. artin P.E # 93 M. Haj j ar & Associates, Inc. 45 Valencia Avenue, Coral Gables, Florida 33134 Tel: (305) 445-2399 Fax: (305) 445-2219 DATE: 5/30/2014 CLIENT NAME: ACD Builders and Construction CLIENT'S #: GSE -10-005 PROJECT ADD: 5 NW 105th Street Miami, Florida PROCTOR #: 2000 SOIL DESCRIPTION: Fine Sand mix with Rock 140.0 Dry Density Ib/cft 7.8 98.9 9.6 100.7 10.7 100.2 135.0 130.0 125.0 120.0 115.0 110.0 Z 105.0 C p 100.0 G 95.0 90.0 85.0 80.0 75.0 70.0 4.05.06.07.08.09.010.01.Q2.03.04.05.06.07.08.0 % Moisture OPTIMUM MOISTURE: 9.6% MAXIMUM DRY DENSITY: 1 100.7 AASHO DESIGNATION: T-160 D Resp Ily submitted '^ X>�A'i?ZL Fermin A. Martinez, P/r:. FLORIDA REG] 04 # 19363 Moisture % Dry Density Ib/cft 7.8 98.9 9.6 100.7 10.7 100.2 )2c /Z/1-43s Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC)104.2.6) 4qw Pest Control CO. 8310 SW 43rd Street ®Miami, FL 33155 Phone: 305-221-3149 5 NW 105 ST Miami Shores x Fl Address of Treatment or LotBlock of Treatment 7/3/14 9:00 am Luis Cabezas Date Time Applicator Premise 75 Imidacloprid 10 Gallons Product Used Chemical used (active ingredient) Number of gallons applied .05 % €30 SF Percent Concentration Area treated (square feet) Unear feet treated Horizontal & Adjoin' ci S ab Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) s per 104.2.6- If soil chemical barrier method for termite prevention is used, final exterior eatment shall be completed prior to final building approval. M. HAJJAR & ASSOCIATES, INC. 45 Valencia Avenue, Coral Gables, Florida 33134. Ph: 305.445.2399 Fax: 305.445.2219 Field Density Report Client: ACD Builders and Construction Client No. GSE -10-005 Date: 06/23/2014 Project: 5 NW 105"`, Street Miami, Florida Soil Description: Fine Lime Sand Proctor No.: 2001 LOCATION Under Slab FIELD DENSITY (LBS/CFT) MOIST. CONTENTS % MAX DENSITY % IN THE FIELD LIFT RESULTS Center addition 100.2 12.9 96.1 1st P Center addition 100.0 13.0 95.9 2nd P Moisture % No.: 11.5 100% Max Density: 104.3 ASTM D-2922-71 DEPTH: 12" REQ. COMPACTION: 95 % Remarks: ALL OF THE ABOVE TESTED LOCATIONS COMPLY WITH THE JOB SPECIFICATIONS. P=PASS F=FAIL FT=FOOTING SG=SUB-GRADE BC=BASE COURSE Respectfully Submitted min A.Ae'WaWez6P.E 193 3 M. Haj j ar & Associates, Inc. 45 Valencia Avenue, Coral Gables, Florida 33134 Tel: (305) 445-2399 Fax: (305) 445-2219 DATE: CLIENT NAME: CLIENT'S #: PROJECT ADD: PROCTOR #: SOIL DESCRIPTION: 6/23/2014 ACD Builders and Construction GSE -10-005 5 NW 105th Street Miami, Florida 2001 Fine Lime Sand 140.0 Dry Density Ib/cft 8.2 99.4 11.5 104.3 12.6 101.7 135.0 130.0 125.0 120.0 115.0 110.0 'ii 105.0 p 100.0 0 95.0 90.0 85.0 80.0 75.0 70.0 4.05.06.07.08.09.010.4 1.02.(93.(74.(75.(16.(17.(78.0 % Moisture OPTIMUM MOISTURE: 11.5% MAXIMUM DRY DENSITY: 1 104.3 AASHO DESIGNATION: T-180 D Res Ily submitted 44, Fermin A. Martink, P FLORIDA REGISTRATIO # 19363 Moisture % Dry Density Ib/cft 8.2 99.4 11.5 104.3 12.6 101.7 12 (2 III- Z/-2, o5M 5NW 103RD STREET Residential Termite Reinspection TERNINIX.MIAMI, FL 33150 Master Agreement #: 55271-0228437 (305) 756-5475 Work Order #: 11432605388 Customs Name: DEBORAH LEONE Contact Name: Customer#: 1503452 Sales Agent #: 1671406 Service Address: 5 NW 105 ST MIAMI, FL 33150 Billing Address: 5 NW 105 ST MIAMI, FL 33150 General Itrliormation: Service Line: Tent Treabne nt Service Scope : Inside & Outside Strnictiue Type . Crawl Space Areas Inspected : Home Exterior, Home ktff or Hoare Phone- (305) 754-4859 Cell Phare: (305) 778-7774 E-mail Address: Frequence. Annual Last Svc Date: 6/1/03 Customer ShM- 7/1/90 Service Technician: LLERENA, MARK L Employee Number: 55271 License/Cert #: Supervisor Name: MOREAU, DAVID Supv.Liaense/Cert #: IF5450 service Type: Re -Inspection Drywood Termites : No signs of activity Recommendation : None at tMs time Guarantee: Service Date/Time In: 04/21/2014 8:39AM Date /Time Out 04/21/2014 8:59AM Page: 1 *IT IS IMPORTANT TO NOTE THAT THIS INSPECTION IS ONLY FOR THE TERMITE SPECIES LISTED AS CONTROLLED OR PROTECTED AGAINST IN YOUR PLAN, NOTWITHSTANDING THAT THERE ARE SECTIONS BELOW FOR BOTH SUBTERRANEAN AND DRYWOOD SPECIES. IT IS ALSO IMPORTANT TO NOTE THAT YOUR TERMITE PLAN ONLY COVERS THE TERMITE SPECIES SPECIFICALLY LISTED AS CONTROLLED OR PROTECTED AGAINST IN YOUR PLAN. CONSEQUENTLY, YOUR TERMITE PLAN MAY NOT PROVIDE FOR CONTROL OF, PROTECTION FROM, OR SERVICE FOR SUBTERRANEAN TERMITES (Reticuliterines spp., Heteretermes spp.), FORMOSAN TERMITES (Coptoterrnes spp.), OR DRYWOOD TERMITES (Kalotermes spp., Indsitermes spp., CgptoWxrnes spp.). PLEASE SEE YOUR TERMITE PLAN TO DETERMINE WHICH OF THE TERMITE SPECIES ARE COVERED UNDER YOUR PLAN AND WERE THUS INSPECTED FOR. IT IS ALSO IMPORTANT TO NOTE THAT DRYWOOD TERMITES ARE NOT NORMALLY FOUND IN EVERY AREA OF EVERY STATE, THUS THIS INSPECTION DID NOT INCLUDE AN INSPECTION FOR DRYWOOD TERMITES UNLESS 1) THE PROPERTY INSPECTED IS LOCATED IN AN AREA OF FL, HI, TX, AZ, NM, At, MS, LA, GA, SC OR NC WHERE DRYWOOD TERMITES NORMALLY OCCUR AND 2) THE SPECIES LISTED AS CONTROLLED OR PROTECTED AGAINST IN YOUR PLAN INCLUDES DRYWOOD TERMITES. PLEASE ALSO SEE YOUR TERMITE PLAN FOR ADDITIONAL CONDITIONS AND LIMITATIONS WHICH ARE INCORPORATED HEREIN BY REFERENCE AND WHICH SHALL CONTROL IN THE EVENT OF ANY CONFLICT WITH THIS INSPECTION. Summary Of Charges: Prevfom Balance $238,00 SubTotal: $238•00 Ta K: $0•00 Total: $238.00 Customer Service Technician Signature: !/I Date: 4/21/2014 Signature: Date. 4/21/2014 DEBORAH LEONE MARK L. LLERENA Customer payments can be made ellher at www.term/nix com or by ma111ng payments to. Term/nbr Procrsing Center, PO Box 742592, C/ncinnatf, OH 45274-2592. Please Indude your customer number, noted above. Ca111900-TBWNIX with questions or to find out about our Easy Payoptfons Call 1.800.TERMINIX or visit Terminkoom Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 5 NW 105 STREET AUG 28 2014 ■` FBC 2016 Permit No. Master Permit Noze E " Ll C; S ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-005-0320 Is the Building Historically Designated: Yes 33150 NO X Flood Zone: X OWNER: Name (Fee Simple Titleholder): DEBORAH LEONE Phone#: 305-778-7774 A A.7-- 5 NW 105 STREET City: MIAMI State: FL Zip: 33150-1241 Tenant/Lessee Name: N/A Phone#: Email: LEONENWSA@AOL.COM CONTRACTOR: Company Name: SHEAR CONSTRUCTION & MGMT, LLC Phone#: 305-668-7668 Address: 6817 SW 81 TERRACE City: M IAM I State: FL Zip: 33143 Qualifier Name: GARY SHEAR Phone#: 305-216-4908 State Certification or Registration #: CGC018482 Certificate of Competency #: Contact Phone#: 305-668-7668 Email Address: INFO@SHEARRENOVATION.COM DESIGNER: Architect/Engineer: ANTONIO RODRIGUEZ Phone#: 305-662-1008 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: TRUSS SHOP DRAWINGS Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 1 I - CCF $ MCC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ " Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspec aon fee will be charged. 1 6 Signature _ ' Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 11 day of ,20 by �day of AUGUST , 20 by GARY SHEAR , who is personally known to me or who has producedU" c>g> who is personally known to me or who has produced L01 • 1,5® u As identificat on and who did take an oath. as identification and who did take an oath. NOTARY PUBLI NOTJLR UBL •' ,�pf®o1 Lory Mendez L LAUREN C NESSLEIN'�^fi±37�ISSI0IJEE167063 VAR.17,2016 MY COMMISSION rFF038071 ppRONN0TAR1L�m WWWSign: 1,EXPIRES July 21. 2017 Sig��1°t►►, Z (407) 39&0153 Rori ota reice.com MEN Z Print: Print: My Commission Expires: 1 -�� My Commission Expires: 2I 1l I t, APPROVED BY Plans Examiner Zoning 1-n - 'f Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) -Customer Information: Name: SHEAR CONSTRUCTION Address: Superior Truss Systems, Inc 8500 N.W. 58th St Miami, FL 33166 Office: (305) 591-9918 Contact., Fill in later City, State, Zip: Cover Sheet Order # JOB # 15615e Printed: Tue, Aug 5 2014 Office or Home Phone: Cell Phone., Fax: vvw u�rve�uw�wrri. BC Dead: Floor Loads: TC Live: TC Dead., BC Live: Description: Region: Invoice Number. Customer P.O. #: Invoke Date: LEONE ADDITION 40 10 0 Address: Chy, State, Zip: Payment Terms 5 N.W. 105 ST MIAMI SHORES, FL Fill in later Salesman: Designer. FBC 2010-HVHZ RES Fill in later Fill in later Residential - CAT 11 L.VM MIIIY�'.I ■IVI ■IIM /VII• Roof Loads: TC Uve: TC Dead: I BC Live: BC Dead: Floor Loads: TC Live: TC Dead., BC Live: BC Dead: 30 15 0-T 10 40 10 0 5 Bldg. Code: Wind Sid: Wind Speed: Bldg. Type: Wind Exposure: Wind Type: Plates: FBC 2010-HVHZ RES ASCE 7-10 175 Residential - CAT 11 Closed MWFRS ITW Pages or sheets covered by this seal from: 1 thru 14 Total 14 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Chaper 23 of the Florida Building Code. This signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for the truss design drawings listed below. The suitability and use of each truss component for any particular building is the responsibility of the building designer, per TPI 2007. OSCAR CORRAL P.E. STATE OF FLORIDA REG. NO 12467 - 8500 NW 58 ST, MIAMI, FL 33166 *sees* • • 0000 000000 a # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 H7 710076 2 HG5 710161 3 HHG3 710231 5 J3 710086 6 J3A 710092 7 J3B 710098 9 HJ3 710158 10 11 710147 11 V20 710072 13 V12 710055 14 V8 710050 1ttE�eeF^�9,�'�ineer � A/it L`D:1.. 33155 (30-5) ,5 t 3PO1c�51�3I.E r(i ,, 3 >� —, ^ 1 _a G ; i'i OR COORDINATION ' U �. �4.<.� I U7-" y � d. °' 1%,7-1 Lei T�Tl I? -SU Page 1 of 1 • IEQNO' • 7100?081 710iWoaei MOW • 00.00 • 0000• ••00.0 • • • 0000.0 • • •••••• 15615e Ply. 1 SEQN: 7100761 H7 / SPEC LEONE ADDITION LEONE ADDITION Qty: 1 FROM: MA DRW. H7 Wgt 42.0 IbS / ... 08/05/14 6'2" + 13'4" _I 612" 7'2" I M M D7 2.75 t? -i4X4(R1) B Loading Criteria (psf) Wind Criteria TCLL: 30.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 175 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des LC- 55.00 EXP: C NCBCLL: 10.00 Mean Height 15.00 ft Soffit ' 2.00 TCDL: 5.0 psf Load Duration: 1.33 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist 0 to h/2 C&C Dist a: 4.50 It GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP—#2—N-1 3B Bot chord 2x4 SP—#2—N-1 3B Webs 2x4 SP—#3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 byALSC Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind —IMPORTANT" FURNISH THIS 12'4" 1' -" 13'4" 13'4" Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl UD Lac R / U / Rw / Rh / RL / W A 687 1266 /322 / - /30 /8.0 PF. NA Ce: NA VERT(LL): 0.059 D 999 240 Lu: NA Cs: NA VERT(TL): 0.133 D 999 180 C 790 /246 /385 / - /- 18.0 Snow Duration: NA HORZ(LL): 0.015 D - - Wind reactions based on MWFRS • • • • •• 0 000• HORZ(R): 0.033 D Creep Factor. 1.5 A Min Brg Width Req = 8.0 C Min Brg Width Req = 8.0 Code / Misc Criteria Bldg Code: FBC 2010-HVH IMTC CSI: 0.463 Bearings A & C are a rigid surface. _.• 9 6 - 6 0000• 6000•• Bearings A & C require a seat plate. TPI Std: 2007 Max BC CSI: 0.516 •••6• 0000 0• Rep Factors Used: Yes Max Web CSI: 0.095 Maximum Top Chord Forces Per Ply (lbs) FT/RT: 20.0%(0.0%N10(0) ITWVIEW Ver. 13.01.05.0725.00 Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): �B s� A - B 905 -1574 B -C 892 -1573 WAVE ITW Connector Plates Maximum Bot Chord Forces Per Pty (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - D 1482 -816 DF F0 0 1482 -816 6 • Maximum Wb rorces Per Pry ribs) * 6 * 0 Webs '1•eiis.C&np. • 00004, 00000• B - D 240 -41 • •• • 0000• 0000•• • • 0000 0000• •• • • • 6 0000 • • • • •• 0 000• 0000•• • 6 • •• • 0900• • • • 60 •• •e • 00060 •66••• 6 • _.• 9 6 - 6 0000• 6000•• 0 • • • 0- •••6• 0000 0• FALL NOTES ON THIS DRAWINGI \LL CONTRACTORS INCLUDING THE INSTALLERS installin ,and bracin . Refer to and follow the latest Iiti n of SCSI (BulI actices p�- r to perfor�inIn these f4rnctions. In falls shal� rde terhpo �B s� 3groperi a�tach s ctu shpathinp and bort rh o $f�a ave a Pro tra rrt �f w Ys shall hav bracing in felled r�GSI pons ¢3, 67 or ,allas shown above and on Aer o ils, nless noted�ottherwise. kef sr loinnfD"M for an trusses. deviation se I opps this ciIaM failure r�oer uild cp a tistinps thissdd conformance ns�b� ity solely for t�ege$iga shown. Tli0 sutta�ility anti use of this 154 15615e Ply. 1 SEQN: 710161 / HG5 /HIPS LEONE ADDITION LEONE ADDITION Qty: 1 FROM: MA DRK HG5 Wgt:54.6lbs .. / ... 08/05/14 4' 8'4" 13'4" 4' 4'4" 5' 12 2.75 1 "T" 10 1214" - _ 1' -" 4'1-3/4" 3'10-3/4" 63-1/2" 4'1-3/4" 8'0-1/2" 13'4" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/def! UD Loc R / U / Rw / Rh / RL JW TCDL: 15.00 Speed: 175 mph Pt. NA Ce: NA VERT(LL): 0.127 E 999 240 A 1044 /350 /- /- !- /8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.289 E 505 180 D 1102 /400 / - / - / - 18.0 BCDL: 10.00 Risk Category. 11 Snow Duration: NA HORZ(LL): 0.025 E - - Wind reactions based on MWFRS Des Ld: 55.00 - EXP: C HORZ(fL):-0.058 _E - A Min Brg Width Req = 8.0 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1:5 - D Min Big Width Req = 8.0 Soffit: 2.00 TCDL: 5.0 psf Bldg Code: FBC 2010-HVH WNSTC CSI: 0.550 Bearings A & D are a rigid surface. Load Duration: 1.33 BCDL: 5.0 psf TPI Std: 2007 Max BC CSI: 0.735 Bearings A & D require a seat plate. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.122 Maximum Top Chord Forces Per Ply (Ibs) C&C Dist a: 3.00 ft FT/RT: 20.0%(0.0%)/10(0) GCpi: 0.18 Plate Type(s): ITWVIEW Ver. 13.01.05.0725.00 Chords Tens.COmp. Chords Tens. Comp. Wind Duration: 1.33 WAVE ITW Connector Plates A - B 993 -3015 C - D 1121 -3065 Lumber B - C 1080 -3038 Top chord 2x4 SP #2 N 13B :T2 2x4 SP #1-13B: Bot chord 2x4 SP #1-13B Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP_#3_13B Chords Tens.Comp. Chords, Tens. Comp. ww Lumber grades designated with "13B" use design A - F .2895.-946 1!;D••• 2947 1071 • values approved 1/30/2013 by ALSC F - E • 2936 -d42 Special Loads Maximut'Mffffbrces PePPiy (Fbs) 00000 -(Lumber Dur.Fac.=1.331 Plate Dur.Fac.=1.33) Webs dcrae.(io�np TC- From 91 pff at 0.00 to 91 plf at 4.00 Webs. Tens. QPM p: • TG- From 102 pff at 14.00 to 102 pff at 8.33 B - F -A15 • 0 E• C • 343 • -�2 TC- From 91 pIf at 8.33 to 91 pIf at 12.97 B - E • •W6 •'143 � • • • • • • • • • BC- From 20 ptf at 0.00 to 20 pIf at 4.00 • BC -From 57plfat 4.00 to 57plfat 8.33 •••••• •• • ••••• • • • • • BC- From 20 pIf at 8.33 to 20 pIf at 13.33 .. • • • • • • • • • • BC- 247 lb Cone. had at 4.00, 8.33 • • Wind • • • • ••••• •••••• Wind loads and reactions based on MWFRS. , • • • Right cantilever is exposed to wind ' • • • 0000 • •' • • ••• "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truces re re eme ce in fain ting, handling ship in in&tailinta and bracing. Refer to and fellow the la est Wrti n of PCS (Buildin Com nen S fety Information, Tf�l end SBCA1 fb� sare�y (�racbcss prior to performin these functions. Instate sh I� vide tern ra *�� s>Ur bra c er B Sl' nl ss n ted o erw� e,to ch rd s{�II have roperl5+ attaches I ct� I sheatFiin nd bott rc� o �RaT hav a �yrrm 11pp attaC- �rlald ceiiin . oca�I is shown or rmanerlt latgral restra�nt Of verbs shall hav��r�cjnfgans �led��r�GSq� ons E3, Ss a p Ea4e. ly ates o c face, o truss and position ass own a ve and on a pin eta s, n ess not 0 ermse. Defer to 30W dra nIs 160A -gr s ntlard pate positions. n ITW Ruil d�i�nAs Components Group I�� shall not be responsible f�r anvtrdueviationA seal pis tdhs drgawir�g failure Veruiad a �isn tiniis draw�innce i �rolth NSUTYI 1, orfor ha dlin s �ipinp, !ns 11ati�n and racngbs ss�s. ° �ta�il ndicates acceptance o oro ess ona enainee na responsr Iltv so ehr for the_esign shown. esu fty an use of this ..6. ..0606 0000.. ....6. .. 0000 . . 0000. .. . 0000 0000. . . . .. .. .. . . . .....6 0.0600 . . . . 0000.. .0000. . . 0000 15615e Ply:1 SEQN: 7102311 HHG3 / HIP LEONE ADDITION LEONE ADDITION Qt}. 1 FROM: MA DRW: HHG3 Wgt:40.6lbs / ... 08105/14 3' 10'3-1/2" 3' 7'3-1/2"12 2.75 �2X4(D8R) B=5X6 T2 =4X4[11 A G 10.3/4" 2-irz" 4'11-7/16" 4'11-7/16" Loading Criteria (psr) Wind Criteria TCLL: 30.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 175 mph BCLL: 0.00 Enclosure: Part. Enc. BCDL: 10.00 Risk Category: II Des Ld: 55.00 EXP: C NCBCLL: 10.00 Mean Height 15.00 it Soffit 2.00 TCDL: 5.0 psf Load Duration: 1.33 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist 0 to h/2 • • C&C Dist a: 3.00 ft A Min Brg Width Req = 4.0 GCp): 0.55 Code / Misc Criteria Wind Duration: 1.33 3A = 3X4 1112 X4[ 1 9'3-1/2" 3'1-3/16" s 2'2-15/16" 8'0-9/16" } 10'3-1/2" Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) A -F 1442 -1038 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl UD Loc R / U / Rw / Rh / RL /W Pt. NA Ce: NA VERT(LL): 0.090 F 999 240 A 585 /355 / - / - / - 14.0 Lu: NA Cs: NA VERT(TL): 0.205 F 542 180 G 458 / 286 / - ! - / - /8.0 Snow Duration: NA HORZ(LL): 0.014 B - - Wind reactions based on MWFRS •• • •0•••• • • HORZ(fL) Q,031 B A Min Brg Width Req = 4.0 Code / Misc Criteria Creep Factor. 1.8 ..7i'i�rg Width R .. Q 0 Bldg Code: FBC 2010-HVH ITC GSI: 0.934 Bearings A & G are a rigid surface. •6606• TPI Std: 2007 Max BC CSI: 0.759 Bearing G requires a seat plate. 66660 •6•• • Rep Factors Used: No Max Web CSI: 0.429 06• Maximum Top Chord Forces Per Pyr (Ibs) FT/RT: 20.0%(0.0%)/10(0) ITWVIEW Ver. 13.01.05.0725.00 Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE ITW Connector Plates A - B 1059-1472 B - C 507 -1021 Lumber Top chord 2x4 SP #2 N 13B :T2 2x4 SP #1 Dense 13B: Bot chord 2x4 SP #2 N_13B Webs 2x4 SP_#3_13B Lumber grades designated with "l 3B" use design values approved 1/30/2013 byALSC Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [11] W4X4 S 2.50 (13] W2X4 S 2.75 Loading #1 hip supports 3-0-0 jacks W/2 panel TC and no end vert. Left side jacks have 3-0-0 setback with 1-0-0 cant and 0-0-0 overhang. End jacks have 3-0-0 setback with 14-0 cant and 0-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Left. cantilever is exposed to wind Maximum Bot Chord Forces Per Piy (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -F 1442 -1038 E*D•• 127 -10.5 F -E •1020 507 000000 0000• Maximum Web es Ppr0P%,(%F) • Forc Webs 1' MV15fhp. 0 W%ft • Tens. Oemp.96 B -F 0INL 6441 C -D0 345 0.qi600 E -C 0W00417 :•0 •0 • •660 • •• •00•• •000•• •• • •0•••• • • • 0 • 60 •• 6• • 0060•• •066•• • 0 • • • 0 • • • • •600• •6606• 40 • • • • 6 6 60 • 66660 •6•• • • 06• "`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire aa cafe in fa ri tin , h8pdI nA, shi in , in$tallin ,and bracing., Refer to and fpliow a latest editipn oTF, (no SBCA) fi5r sa�pe�pv racUces pg�or to performin these functions. n&talie shall pry terhporarySIl ngtetl o�"nenanse,toopp chord sf�all hfive roperlV attache s ructural sheatfain® al nd bott�nl ord sHallv aprog yShin . •cations showm Torpermanent aural re�tra�nt f verbs s I havQ br�n�dnsk led per C sectlons,, �7 or 0, �ylat�as tQ e[ach face oft truss andel pos tion as s own alwve and on the Jon etaiis, unless noted otherwise. #tefer to ST 6� V r s n a pate positions. ig Components GLoup Ir�C shall not be respon ible fpr any deviation from this draw ing,anv failure to build th toss in cogformance 1T'I 1, br for hafrdlin4, shippinra, installation an� bracing c/r truss�s A seal olr this drawing over tta9i1 fisting"this tlrawin acceptance o pro ess ona engineering --$pons _ it so ely for the egign shown. a surta6 ity an use of th ' 0000 0000.. 0000 . . 0000.. 6 .. 0000.. 0000.. 0000.. .• 0000 . 0000 0000. . .. 0000.. . . 0 0 6 0.6606 6 .. 60 .. .666... 0000.. . . . . ...... 0000.. 6.0. . .. 15615E Ply. 1 SEQN: 710081 / J5 / EJAC LEONE ADDITION LEONE ADDITION Qty: 3 FROM: MA DRW: J5 Wgt:14.0lbs / ... 08/05/14 12 2.75 B �-- 1' --- Loading Criteria (psr Wind Criteria TCLL: 30.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 175 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 55.00 EXP: C NCBCLL: 10.00 Mean Height: 15.00 ft Soffit 2.00 TCDL: 5.0 psf - Load Duration: 1.33 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist 0 to h/2 C&C Dist a: 4.50 ft Wind reactions based on MWFRS GCpi: 0.18 Code / Misc Criteria Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP_#2_N_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 5' r2" 5' 51-1 - /2" %i 4 ii Snow Criteria (Pg,Pr in PSF) DefVCSI Criteria ♦ Maximum Reactions (lbs) • 0 Pg: NA Ct NA CAT: NA PP Deflection in loc Udell LID Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.011 C 999 240 A 346 / 103 / 202 / - 148 /8.0 Lu: NA Cs: NA VERT(TL): 0.025 C 999 180 C 73 /19 /59 / - / - /1-5 Snow Duration: NA HORZ(LL): 0.004 C - - B 153 /77 /41 / - / - /1-5 HORZ(TL): 0.009 C - - Wind reactions based on MWFRS - Code / Misc Criteria Creep Factor. 1.5 A Min Big Width Req = 8.0 0000 Bldg Code: FBC 2010-HVH 5MTC CSI: 0.347 C Min Big Width Req = - • • • TPI Std: 2007 Max BC CSI: 0.255 B Min Big Width Req = - 0000• Bearing A is a rigid surface. 00.00• Re Factors Used: Yes Rep Max Web CSI: 0.000 Bearing A requires a seat plate. 000000 FT/RT: 20.0%(0.0%)/10(0) ITWVIEW Ver. 13.01.1 Plate Type(s): WAVE ITW Connector Plates -WARNING— READ AND FOLLOW ALL —IMPORTANT"" FURNISH THIS DRAWING TO ALL C as Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 34 -57 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. • 0 • • • • • 0 0000 0000• A -C • • 0 • 0000•• •• • 0000• • 0000•• • • 0000• 0000 •• • • • • • • • 0000 • •• 0000• • 00.00• 0000• 000000 •• •• • 0000• • 00o::•• • • • • 0 • • • • 00000 :0006• • • 0000• •• • 0000 • • INCLUDING THE INSTALLERS Refer to and fpllow the la st edki n of CSI (Bulldin ng�t�resefun functions. In ship V1terh{m�r ictu sheathin and bo o �f�a aave pro y have cln irts ,filed r I sections B3, 87or 10, on the7oinfl eElls, unless not otherwise. kefer to failureoor c a listlr� in drawiinn� �ie or coo an use of this 0000 0000•• 0000 • • 0000•• • •• 0000•• • • • • 0000•• 600006 • • • •• 0000 0000• •• • 0000 • • 0000• • •• 0000•• • • 000000000 • • 0000•• • •• •• •• • 0 0 0000•• ••0600 • • • • •0000• • • • 15615e Ply. 1SEQN: 710086 /.13 / EJAC LEONE ADDITION LEONE ADDITION Qty 4 FROM: MA DRW: J3 Wgt:8.4lbs / ... 08/05/14 2..75 I 2 B 2X4(D8R) A D 10-3/4° Loading Criteria (psi) Wind Criteria TOLL: 30.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 175 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 55.00 EXP: C NCBCLL: 10.00 Mean Height: 15.00 It Soffit: 2.00 TCDL: 5.0 psf Load Duration: 1.33 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 FT/RT: 20.0%(0.0%)/10(0) C&C Dist a: 3.00 ft Plate Type(s): GCpi: 0.18 WAVE Wind Duration: 1.33 Lumber Top chord 2x4 SP_#2 N 13B Bot chord 2x4 SP -#2-N-1 Lumber grades designated with "l 3B" use design values approved 1/3=013 by ALSO Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 3' 1 0/211 Snow Criteria (Pg,Pi in PSF) DefVCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl LID Pt NA Ce: NA VERT(LL): 0.000 - - - Lu: NA Cs: NA VERT(TL): 0.000 - - - Snow Duration: NA HORZ(LL): -0.006 B - HORZ(fL):-0.013 B" Code / Misc Criteria Creep Factor: I:5 Bldg Code: FBC 2010-HVH I'ZUTC CSI: 0.342 TPI Std: 2007 Max BC CSI: 0.363 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT: 20.0%(0.0%)/10(0) Plate Type(s): ITWVIEW Ver. 13.01.05.0725.0 WAVE ITW Connector Plates ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W D 275 / 88 % 162 / - /30 /8.0 C -76 /17 /37 /- /- /1.5 B 117 /58 /29 /- /- /1.5 Wind reactions based on MWFRS D Min Brg Width Req -. 8.0 C Min Brg Width Req = - B Min Brg Width Req = - Bearing D is a rigid surface. Bearing D requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Terrs.Comp. A -B 23 -70 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. 0000 • • 0000 0000• A-6-6-0102 i 0 •• • •• 0000•• •• • 0000• • ••••• 0000 •• • • • 0000•• •• • 0000• • • • • • 00 •• 0• • 00000 • 0000•• 0 0 00000* 0000 • •0000 • 0000 • • -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS on failure to buuiilldnth� truss in conformance a oThevsuitabii tystian�l use of th r�'kwv a•—i�-� 15615e Ply: 1 SEQN: 710092 / J3A / EJAC LEONE ADDITION LEONE ADDITION Qty: 3 FROM: MA DRW. J3A Wgt:9.8lbs / ... 08/05/14 0% 2-y' 2.7512 IV 3'0-1/16" WIT 3'0-1/16" T141 T 10-3/4° 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl UD Loc R /U / Rw / Rh / RL 1W TCDL: 15.00 Speed: 175 mph Pf. NA Ce: NA VERT(LL): -0.002 C 999 192 A 229 /92 /175 /- /24 /4.0 BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(rL): 0.002 C 999 180 C 34 /28 140 / - / 1.5 BCDL: 10.00 Risk Category. II Snow Duration: NA HORZ(LL): -0.001 C - B 67 /39 /20 /- / - /1.5 Des td: 55.00 EXP: C HORZ(rL): 0.001 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 " e'4:0 A ' Min Brg WidthRq= Soffit: 2.00 TCDL: 5.0 psf Bldg Code: FBC 2010-HVH MUTC CSI: 0.263 C Min Brg Width Req = - Load Duration: 1.33 BCDL: 5.0 psf TPI Std: 2007 Max BC CSI: 0.322 B Min Brg Width Req = - Bearing A is a rigid surface. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.000 C&C Dist a: 4.50 ft FT/RT: 20.0%(0.0%)/10(0) ITWVIEW Ver. 13.01.05.0725.00 Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.55 Plate Type(s): ITW Connector Plates Chords Tens.Comp. Wind Duration: 1.33 WAVE Lumber A - B 15 -25 Top chord 2x4 SP_#3_13B Maximum Bot Chord Forces Per Ply Pbs) Bot chord 2x4 SP #3_13B Chords Tens.Comp. Lumber grades designated with °1313" use design 00 00 values approved 1/30/2013 by ALSC A - C 0 09 0 • • • • • • 00000 • • • 0 Wind •• • •• • • Wind loads based on MWFRS with additional C&C • • • • 00* • • • • • • + • • • • member design. • ***so* • • Left cantilever is exposed to wind • • 0 0 • • • • •0000 • • • • • 0000 • •• 00. 00 • .00.0• •• • 00000 •• 00 60 • 00000 0 000••• w • 0 • 0 • • • •0006 •• • 0000 • • 0000 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS hire a me care in fa ricating, handlin , shi ing, installing and bracing. Refer to and follow last Iti n of (SCSI Buildin safety Information, b fPl pnt7 S6CA) t�r saTgry practices nor to performing these ncUons. In fella s I� vtde to rar�g *• ggCS) , Unl noted o erwrse,to chord shall ave ro rl attac hbd s�aural sh ing is bot �o sl�a� hav a pro id cedrn . icons sown for rmonent fat�ral rests I w bs shall have br�c, nsts�led per��LSI sec6pns B3, �7 or o, �y a to face o Voss and Mon ass own a ve and in the oin De Us, unless notr= erwlse. Refer to STS 6BA- far s n and pP(ate positions. f Components Group Ino. shall not be responsible fora devieticn from this d vding,an failure t0 bulid thg truss conformance i�I 1, dr for hapd Group shipgpinp, Installatign and braang c�Wsses. A seal on � �s drawi�ig a�over �agn istln� Is ar�win9 acceptance o pro ess na Qpginee ng reapgns lity solely for the de i n shown. a su 6 ity an use o this' • • • w ••w••• • s w • 00 • 15615e Ply: 1 SEAN: 710098 / J3B / EJAC LEONE ADDITION LEONE ADDITION W. 1 FROM: MA DRW: J313 Wgt:8.41bs / ... 08/05/14 2X4(A1) 2.7512 Loading Criteria (Psfi Wind Criteria TCLL: 30.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 175 mph BCLL: 0.00 Enclosure: Part: Enc. BCDL: 10.00 Risk Category: .11 Des Ld: 55.00 EXP: C NCBCLL: 10.00 Mean Height: 15.00 It Soffit: . 2.00 TCDL: 5.0 psf Load Duration: 1.33 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h • C&C Dist a: 9.00 ft HORZ(LL): -0.001 C GCpi: 0.55 Wind Duration: 1.33 Lumber Top chord 2x4 SP—#3-13B Bot chord 2x4 SP—#3-13B Lumber grades designated with "136' use design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. co 0 A —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING dT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING INSTALLERS Maximum Bot Chord Forces Per Ply (lbs) Snow Criteria (Pg,Pf in PS17 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) . Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl UD Loc R IU / Rw / Rh / RL 1W A 120 /63 180 ! - /23 /4.0 • • •••OL— Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA C 36 /29 /47 / - / - /1-5 •• • • Snow Duration: NA HORZ(LL): -0.001 C B 72 /39 /24 / - / - /1-5 600.•00 HORZ('T'L)-, 0:001 -C ° _ Kincilwoorns basun-MWFRS Code / Misc Criteria Creep Factor. ' A - Min Brg Width Req = 0000•• • Bldg Code: FBC 2010-HVH MTC CSI: 0.248 C Min Brg Width Req = - 6666• TPI Std: 2007 Max BC CSI: 0.180 B Min Brg Width Req = - • • • • • • Bearing A is a rigid surface. 6666 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT: 20.0%(0.0%u10(0) Maximum Top Chord Forces Per Ply (lbs) 6666•• ITWVIEW Ver. 13.01.05.0725.00 00.• 09 Plate Type(s): [TW Connector Plates Chords Tens.Comp. WAVE •• • 96600 6 A -B 16 -23 6666•• —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING dT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING INSTALLERS Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. • 6 9 6 A -C • 0 6 0 • • •••OL— 66660 60 • •• • • 600.•00 •• • 9900• 0000•• • • 6666• 6666 •• • • • • • • • 6666 • •6 0•060 6666•• 00 • 00.• 09 00 •• •• • 96600 6 6666•• • • • 9 • 6666• 00 • 0000 0 0000 as ap Ilea -i . pTy lat to ch face of truss and position as shown atmve ano on the joint uetans, unless notes omurwise. real- w drawi�igs 6�A-cr s�andard pte positions. �B ilIdin Componems Croup InC shall no be responsiple fcr anv iatic A $e itois dr�s ��,an failure to build tllstrurss �n iorl form ance InAC+�S,i��r abg0 ti d 1tcues acceptance ofress ona sng neem re: nlity so sly fo�IigSecThe su Ity an use of thf ng for any structures a res ns buffy o th� Bu d o es ner per 0000 0.00.0 0000 • • 0000.• • •• 0000•• • • • • 0000.• .goo•• • • • sf 0000 00.66 •• • 0000 0000• • •• 0000•• • • • • • •660•• • •• •. e• 0 • • .0.006 goose• • • • • • • • 6 • •9000• • g g f . •009 • 00 0000• 15615e Ply. 1 SEAN: 710152 / HJ5 / HIP_ LEONE ADDITION LEONE ADDITION Qty. 2 FROM: MA DRW: HJ5 Wgt: 23.8 lbs / ... 08/05/14 6'9-3/8" 6'9-3/8" 1.94 0 1112X4 B C o2X4(DS ) HB 1-3/4" 21-0 ED 1112X4 �-- 1'5" 57-7/8" i 6'9-3/8" 69-3/8" 7/8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl UD Loc R /U / Rw / Rh / RL /W TCDL: 15.00 Speed: 175 mph Pf: NA Ce: NA VERT(LL): 0.027 E 999 240 A 187 / 84 / - / - / - 111.3 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.059 E 999 180 D 285 / 113 /1- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.007 E - - Wind reactions based on MWFRS Des LC 55.00 EXP: C HORZ(fL): 0.015E `- •A . Min-Brg Width R 11:3--. NCBCLL: 10.00 Mean Height: 15.00 ft Code ! Misc Criteria Creep Factor. 1.5 E `Min Brg Width Req = - Soffit. 2.00 TCDL: 5.0 psf Bldg Code: FBC 2010-HVH I"TC CSI: 0.443 Bearing A is a rigid surface. Load Duration: 1.33 BCDL: 5.0 psf TPI Std: 2007 Max BC CSI: 0.767 Bearing A requires a seat plate. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.124 Maximum Top Chord Forces Per Ply (Ibs) C&C Dist a: 3.00 ft FT/RT: 20.0%(0.0%)/10(0) " GCpi: 0.18 Plate Type(s): ITWVIEW Ver. 13.01.05.0725.00 Chords Tens.Comp. Chords Tens. Comp. ITW Connector Plates A _ g 36 -77 B+ 0C • + • 2 - 3 Wind Duration: 1.33 WAVE + 0 • e • • • Lumber • • • Top chord 2x4 SP #2 N 13B MaximumW Chord ForSA'Pp? ely (Ibs) • Bot chord 2x4 SP #3 138 Chords a'ens•Comp. Chords• Tens. Com(e.•: Webs 2x4 SP #371 A - E e • 33 • X21 E - D • 0 • 0 •e••• Lumber grades designated with "1313" use design• • • • • • • • values approved 1/30/2013 by ALSC Maximurn0ai Forces Pi; PTyi(iibs) • • • • . Loading Webs 3hryscol ip• e • • • • : • • The following members need concentrated loads at B - E • .1h .1211 • • • • • • • • • • • the heel: 3-0-0 span/setback member on the 1-0-0 • :so:*: e cant side requires 13 lbs and the 3-0-0 span/setback• member on the 1-0-0 cant side requires 13 lbs. • • • • Goose Sub -fascia beam assumptions: 340-0 sub -fascia beam + • • • • • on the 1-0-0 cantilever side. 3-0-0 sub -fascia beam on e • • • • • • • the 1-0-0 cantilever side. • Hipjack supports 540-0 setback jacks with 1-0-0 • • • • cantilever one face; 1-0-0 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses uire a eme cafe in fa ncatin , hhanalin , shipp ing, instaliing,and bracin . ,Refer to and f flow the lattest editi n of ¢CSI ((Buildin Corp Hent S fetynformatic�n, b TPI an� SBCA) for saTey practices pnor to performing hese functions. In tallers shalQ ro de terhpora ei �H Etny b ci� er B�Sj•. Unl ss no ed otherxnse'top chord shall have roperIYy attached st�ctUral sheathin and bo rt Nord sf�all�nhave a or X, at ach cera cei6n . e[ ocatiens shown for rmanent letgraI restraint Of w bs sha11 hav b c)n ins sled per Bc l secgons 63 67 or 610, s as a icatfl qq ��iggiy lat s to ach face ot�truss and sfion as shown above and on t�eom�Details, Unless no otherwise. kefer to sr drawinng'sId16�A-Z baros�an9aGrd pate positions. 6 s b f� d with AI�SUTP�r foenha d�nups�ii ' spall sno�ttailatienandibraciri aniVtruss tion seal this thmis ngawi °lureot to build th tr ss conformance Ipp p i_ r�� es fT�i �tai�! ei ng- is Brewing, Indicates_ acceptance o pro ess one end nee_ ng re _ _ ns Iity so ely for ttte_gsign shown. a su tty anis use of this 15615e Ply. 1 SEAN: 710158 / HJ3 / HIP_ LEONE ADDITION LEONE ADDITION Qty: 1 FROM: MA DRW: HJ3 Wgt:12.6Ibs / ... 08/05/14 2-1/2" 1.94 0 �-- 1'S" --� i 4'2-15/16" 4'2-15/16" 4' - /16" T 10-3/4" i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl UD Loc R / U / Rw / Rh / RL /W TCDL: 15.00 Speed: 175 mph Pf. NA Ce: NA VERT(LL): 0.000 C 999 240 A 111 /651 ! - / - / - /5.7 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.001 C 999 180 C 2 /0 / - / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 C - - B 3 _J11-.__,1-./- _ 1- _ _./- /1.5 Des Ld: 55.00 EXP: C HORZ(TL): 0.000 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 A Min Brg Width Req = 5.7 Soffit 2.00 TCDL: 5.0 psf Bldg Code: FBC 2010-HVH ITC CSI: 0.036 C Min Brg Width Req Load Duration: 1.33 BCDL: 5.0 psf TPI Std: 2007 Max BC CSI: 0.172 B Min Brg Width Req = - Bearing A is a rigid surface. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.000 C&C Dist a: 3.00 it FT/RT: 20.0%(0.0%)/10(0) ITWVIEW Ver. 13.01.05.0725.00 Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): ITW Connector Plates Chords Tens.Comp. Wind Duration: 1.33 WAVE 000000 Lumber A B• • • .-5 ••o• •••• • • • • • • • • Top chord 2x4 SP #3 136 hs?eegly (lbs) • • • • Maximum fti(iord Force Bot chord 2x4 SP_#3_138 Chords reFh¢r4gtp • Lumber grades designated with "138" use design :• • • values approved 1/30/2013 by ALSC A - C • @D o 0 • • • • Loading "" ` " "; ` The following trusses need concentrated loads at the •o•o. ••• •• • oo• •••• end of their overhangs: .2-0-0 span/setback member • • • • • • • • • • • on the 1-0-0 cant Side requires 11 lbs and the 2-0-0 span/setback member on the 1-0-0 cant side requires :so:*: ` 11 lbs. • • • • • • 0: Sub -fascia beam assumptions: 3-0-0 sub -fascia beam• • : • • • • • • on the 1-0-0 cantilever side. 3-0-0 sub -fascia beam on o • • •••• the 1-0-0 cantilever side. 00` ;"` ` Hipjack supports 2404 setback jacks with 1-0-0 "" cantilever one face; 1-0-0 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind "'WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses re9uire e e e care in fa catin , haL�dling shi in , Instaliin ,and bracing. Refer to and follow a la est edition of BC I (Buildin Corri nent�S�fety Injormatic�n, by T�I pn� S64A) t0� same (�ractices npr to pe rgmin trese functions n&tape sh II rovide tern ray ea *•�8 et bractpho per, SI. n s IT ed o herrowse,top chord shall Eve proper) attached s ctu sheathing and bolt �1 c ors all . ve a �roope� attach p ri�gid cegqh�iinpp,.Lora ns s own for rmane t latgral restraint f webs sha y b clnpp installed r�G l sons B B7 or 810, �s ap� Ica16�A-Z"fby s�ant:s;A 9-1 7 Fa oftruss ani position as sown above and on tle�oinfDetails, UpRess noted othennrise. Refer to s7s faun p posfiions. I1lA/ B�il in C�mprofns n dlroupe c. shall not be responsible fQr an deviation from this d an failure to build the its in conformance v��tthh A S 0 �iiiDDpmra, installafi n antl bractn tYtruss s. Ase I o this c�rgawi►�g o over a lis�ng this drawin , indlc�tes acceptance otn �roessionaf enginee#in �P nsglity so�ely fore iggn shp�wn.is su�ta�IIity and use of thial draw ng for any structure s the responsiBb�u��rtYy o th� �u d�ng es gner Fier AN I/Tg'� T Sec. 0000 0000.. 0000 . . 0000.. 0000.. . .0 0000 0000. .. . 0000 0000. . .. 0000.. . . 0000.. . .. .. .. • •••... .9.990 0000.. 0000.• • • O • 0.00 1561 Se Ply 1SEQN: 710147 / J1 / EJAC LEONE ADDITION LEONE ADDITION Qty.6 FROM: MA DRW: J1 Wgt:8.4lbs / ... 08/05/14 '- 5-1 2" B A 1'4-1/4" 1'4-1/4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 30.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl UD Loc R /U / Rw / Rh / RL /W TCDL: 15.00 Speed: 175 mph Pf: NA Ce: NA VERT(LL): 0.004 B 999 51 A 85 /150 /277 / - / - /4.0 BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(TL): 0.006 B 999 51 A -59 /198 /109 / - 1- /1-5 BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL): 0.000 - Wind reactions based on MWFRS Des Ld: 55.00 EXP: C HORZ(TL):0.000 - A Min Brg Width Req = 9.9 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 A Min Brg Width Req = - _...._.. Soffit: 2.00 TCDL: 5.0 psf Bldg Code: FBC 2010-HVH NFRETC CSI: 0.000 Bearing A is a rigid surface. Load Duration: 1.33 BCDL: 5.0 psf TPI Std: 2007 Max BC CSI: 0.051 Bearing A requires a seat plate. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.000 C&C Dist a: 3.00 ft FT/RT: 20.0%(0.0%)/10(0) Maximum Bot Chord Forces Per Ply (Ibs) GCpi: 0.55 Plate Type(s): ITWVIEW Ver. 13.01.05.0725.00 Chords Tens.Comp. • • • • Wind Duration: 1.33 ITW Connector Plates B - A • 0 • 0 0 • • • • 0 • • 0 • • Lumber,. • 00 • • Top chord 0000•• 0000•0 ••••0 Bot chord 2x6 SP_#2_13B • Lumber grades designated with "13B" use design 0 0 0 0 0 0 0 : • • • • values approved 1/30/2013 by ALSC • • • • • • • • •�•• • •• 0000• Special Loads • 0000•• •• • 0000• —(Lumber Dur.Fac.=1.33 / Plate Dur.Fac.=1.33) • • • • • BC- From 20 plf at 0.00 to 20 plf at 1.38 00 • • • • • • • • • • • 0000•• • • Wind • • • • Wind loads based on MWFRS with additional C&C 0 0 : • • • : • 0 0 0 0 0 member design. • • • • • • • 0000• Left cantilever is exposed to wind • • • • • • • 0000 r "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses re ire a me care in fabricating h dli shi in in�talling,and bracingg. Refer to and fpIlow the latest egiti n of SCSI (Buildin Co nent fety nfformation, by TPI e, )&dfl F sa{{�� Rractices pnor to perfofrnin ese functions. Instape s aI� r ide tempora > m+ s bracip r B�S) I. noted o erw�&e to chord shalleh ve pro erl a chid s� I shgaMin nd bott r� �liord § all�av a p y 0 attach n id ceifIn Lotions s�hhown for rmanent lateral re§tra nt �f w shall hav braein m5 a�led per CSgl s cUAns 63, �7 or {0, Nas aq lica�le An 7y plates to each fa of truss antl position as shown a ve and on �he Joinf lMils, unless note otherwise. Refer to 3jaw VURigs 16BA-Z fgr standard plate positlons. �IT1N uildi Com nents Gfoup In shall not I� responsigle Tr ant deviation from this dr�wi�g,an failure to build the tr ss in conformance 0 Indicates cce� fcoer hof Piro ssiona�'ennineeriina tldes Tr ant solely f seal Xe_pIgn sho m. orThevsu�a�i�ily an ulse of thi ' ...... .... . . • •goes• 0000 • • • • • • • • • • 00 • • • ••+••+ • • ogee • •• 0004 1561 se PIy.1 SEQN: 710072 / V20 / VAL LEONE ADDITION LEONE ADDITION Qty: 1 FROM: MA DRW: V20 Wgt 63.0 lbs ! ... 08/05/14 1-1- _F -1 e^ J 1 , 3'2-1/2" 7'6-1/4" 11'10" 14'3-3/4" 20' i 32-1/2" + 4'3-3/4" + 4'3-3/4" 75-3/4" + 68-1/4" 2.75 p =_3X4 :,o2X4(D8R) B A i-f1T 1112X4(OL) C H= 20' - 1112X4r) E =3X4 T6-1/4" 2'5-3/4" r' 7'6-1/4" + 10' + 10' i 20' i Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl UD Loc R /U / Rw / Rh / RL /W TCDL: 15.00 Speed: 175 mph Pt NA Ce: NA VERT(LL): 0.146 G 999 240 J 2214 / 747 / 994 / - / 21 / 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.330 G 715 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 G - - J Min Brg Width Req = - Des Ld: 55.00 EXP: C HORZ(TL): 0.038 G - Bearing J is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 TCDL: 6.0 psf Bldg Code: FBC 2010-HVH IZUTC CSI: 0.772 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.33 BCDL: 5.0 psf TPI Std: 2007 Max BC CSI: 0.781 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.189 A = B 759 -733 D - E 996 -910 C&C Dist a: 3.00 It FT/RT: 20.0%(0.0%)/10(0) B - C 761 -716 E - F 963 -890 GCpi: 0.18 Plate Type(s): ITWVIEW Ver. 13.01.05.0725.00 C - D 761 -716 • • • • Wind Duration: 1.33 WAVE ITW Connector Plates • • Lumber Maximum Bo*CI rd Fond Per Ply (Ibs)• • • •: Chords Tgn%.Colhp. QtUd j • Tens. Comp! Top chord 20 SP_#2 N 13B • Bot chord 2x4 SP_#2_N_13B A - I • 719 * %7 H *& • 716 • W • Webs 2x4 SP_ 138 1-H •'A' t 907 G - F • 865 •--a• • Lumber grades designated with "l 3B" use design 0000 • • • : values approved 1/30/2013 by ALSC • MaximumiiYeb.Forces Por P yi(ibs) see** Plating Notes Webs j%ry &Wp. Nto • Tens. Ci : Q.•A (" 7 1 plate(s) require special positioning. Refer to C-1 • fist s .137 d • g • • • 530 .-.4Z1. • scaled plate plot details for special positioning • •��0�• • • requirements. . • • • Wind •••••• Wind loads based on MWFRS with additional C&C • •• • • • • • member design. 00 • • • ; • • ••:• Additional Notes See DWG VAL180100212 for valley details. **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reca ire a�e me care in fa ricatinA, hhanddlinia shi pp� installingand bracing. , Refer to Ed fellow the later ed n of ¢CSI (Buildin Corn nen[ f�eety Information, by TPI ;and SBCA) d r �ry practices phLr to performing these functi In talle sha�� de terhpora uVss MI botst�n� iortl l�a� lav a pro y p bra e r niass npted otnerwns e,t0000pppp chord sha iehave roper) attacher si icturai shgathing �nd atta . id ceifin .Locations m rpermanergt lat%cal regtraint �f webs s al ave bminp ins led r s ons 3, �7 or Refer as app ism a Appy lates tp each act or truss an pos on as shown above and on the oin Details, n ass note It drawings 160A -Z fbr s�andard plate positions. othervvise. to srs ITW gg iId��innqq Components G , up In : shall not be respon ible fpr an deviation from this d wing,a failure to build thestin �DDpin gn conformance �� f AI�SUTPI 1, dr for handfiong' sh ,installation an bracin trusses. A seal on th s drlrw rig or cover 111 and use of this' in icates acceptance of professional engineering re�ppns�b tty solely for tjig deign shgwn. The su ity goes ...... .... . . ...... . .. ...... 00 0000 . . ..... 0. . gee• ..... . .. ...... . . ...... . .. .. .. . 0 .....g ...... . . 0:0.0: ...... . . . .see . •• 15615e Ply. 1 SEQN: 710063 / V16 / VAL LEONE ADDITION LEONE ADDITION Qty. 1 FROM: MA DRW: V16 Wgt:53.2lbs / ... 08/05/14 32-1/2" $' 12'9-1/2" 16' _I �� • 32-1/2" dI® 4'9-1/2" 4'9-1/2"{� 32-1/2" 2.75 Q 1112X4("') 1112X4(OL) 1112X4(") �2X4(D8R) B=4X4 C 1112X4 OL D=4X4 �22X4(D8R) E 8-13/16° H G F 16' J 8' 8' _ (' 8' 16' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSi Criteria ♦ Maximum Reactions (Ibs) TOLL: 30.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection In Ioc Udell UD Loc R /U / Rw / Rh / RL 1W TCDL: 15.00 Speed: 175 mph Pf. NA Ce: NA VERT(LL): 0.002 H 999 240 1 1770 1573 4782 /- 18 /192 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.005 H 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 F - - I Min Brg Width Req = - Des Ld: 55.00 EXP: C HORZ(TL):-0.001 F - - Bearing I is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 TCDL: 5.0 psf Bldg Code: FBC 2010-HVH MRSTC CSI: 0.414 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.33 BCDL: 5.0 psf TPI Std: 2007 Max BC CSI: 0.154 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " MWFRS Parallel Dist h/2 to h Rep Factors Used: Yes Max Web CSI: 0.104 A - B 47 -46 C - D 46 -9 C&C Dist a: 9.00 ft FT/RT: 20.0%(0.0%)/10(0) B - C 46 -9 D - E 47 -46 GCpi: 0.18 Plate Type(s): IT VWEW Ver. 13.01.05.0725.00 0 0 Wind Duration: 1.33 WAVE ITW Connector Plates Maximuat Bot i:hord Forwpg Ply (lbs), Lumber Chords Thr sLolhp. Chords Tens. Comp.- • Top chord 2x4 SP #2 N 13B A -H 09&0g37 800**° 42 06J60: Bot chord 2x4 SP #2 N_13B H - G 42 -46 F - E 68 -37 Webs 2x4 SP #3 13B • • see* • • — — ••••• Lumber grades designated with "13B" use design MaximulpUdblPprces P$r•Pjy (RV) ° values approved 1/30/2013 by ALSC Webs TenstObmp. tA/ebs• • Teris. Con*.• • Plating Notes B - H °! °�64 I. P15 • ° 254 •-Sd4• • 2 plate(s) require special positioning. Refer to C - G • r291h •-479 • • • 000001 scaled plate plot details for special positioning requirements. • • • • Wind 0 0 °°°°°• Wind loads based on MWFRS with additional C&C ° ° ° ° ° • ° • member design. • Additional Notes See DWG VAL180100212 for valley details. --- --=- "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses uire e e cafe in fa ricati o, handlin , shi Ing, in§tallln and bracing. , Refer to and follow a Ijest edib n of ¢CSI Building Corn neent fety n ormabon, b TPI I SBCA) f�r sa ,y practices p?i r to performm ese functions r alle sh Il pgde to pora + * *•+� owe* �y brae r gd1f s Wed o erwlse,to chord shal��ave re riY altac structt� sheathing nti botto on�§I�a� i ve a pro • F1 ri id ce�lin , Ir, ns sr o for pnnanerlt let rel resp�nt Of webs shall hav �rac n inst§Ila per BSG sections a3 67 or �10, Ap �y lagess �o ' ace above and on le Jo�n�Detaris, Unless natetl other se. fiefer to sts as a ac ot�tnrss anti position as shown dsU 1)6%A -Z fgr standard gs plate positions. Il V11 B ildin��cc Components G�oup I�� shall not be responsible for an Vdues iceabSo a Itois tdh d g ar/ failure to build the IS in conformance with ANSu7Pl 1, or for ha d Ing s �iping, mstallation8 n bracingbc� �r g or over Cgll /faun this drawing, for t�he Tie su fifty and use of this indicates ecce nce o ro s one n Ines n re nst 1 sole) esign shown. drawing for any structure �'s the responseibility o�the Bulling Designer per ANSUTPI T Sec.2. For more information see thisjob's generel notes page and these web sftes: MDCG: wwwftbqicorw TPI: www, into • SBCA: www.sbdndu .wm• ICC: www.icpafe.o 15615e Ply.1 SEQN: 710055 / V12 / VAL LEONE ADDITION LEONE ADDITION Qty: 1 FROM: MA DRW: V12 Wgt 36.4 lbs / ... 08/05/14 32-1/2" 6' 8'9-1/2" 12' j� 32-1/2" 2'9-1/2" 2'9-1/2" e+a 32-1/2" M 12 2.75 :� 8-13/16" C7 i 12' 3X4 D --2X4(D8R) E w "WARNING— READ AND FOLLOW ALL NOTES ON TH JT" FURNISH THIS DRAWING TO ALL CONTRACTORS as IS DRAWINGI INCLUDING THE INSTALLERS I.. Refer to and fpltow the latest jiti n of ¢CSI (Building m thesehfunctions. tmttt�arll�er�ordAgfga Fav athProm y iave Jawrbr�gm fins led per BG i cb ns 3, �7 or 1 0, on thele Joinl9Detaiils, uniess notedlotherwise. fiefer to lop this Xg,agi® il�ure�otoebuuiild th�s n s gn coniaw�nnce R design shown. The suitability and use of th)� r��iwoFzvir ff5�++ 6' 6' _I i6' 12' I Loading Criteria (psf) Wind Criteria Snow Criteria (pg, Pr in PSF) Def[/CSI Criteria ♦ Maximum Reactions (lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl UD Loc R IU / Rw / Rh / RL 1W TCDL: 15.00 Speed: 175 mph Pt NA Ce: NA VERT(LL): 0.047 F 999 240 G 1327 / 397 / 575 / - /8 /144 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.106 F 999 180 Wind reactions based on MWFRS BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.011 F - - G Min Brg Width Req = - Des Ld: 55.00 EXP: C HORZ(TL):-0.026 F Bearing G is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 TCDL: 5.0 psf Bldg Code:FBC 201 0-HVHZ IUTC CSI: 0.576 Maximum Top Chord Forces Per Ply (ibs) Load Duration: 1.33 BCDL: 5.0 psf TPI Std: 2007 Max BC CSI: 0.471 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.117 A - B 325 -497 C - D 326 -491 C&C Dist a: 9.00 It FT/RT: 20.0%(0.0%)/10(0) B - C 325 -491 D - E 326 -497 GCpi: 0.18 Plate Type(s): ITWVIEW Ver: 13.01.05.0725.00 • • • • Wind Duration: 1.33 . WAVE ITW Connector Plates Maximum Bot Chord ForcS%W Pt lbs Y( )0000• Lumber Chords •fir e.Cojnp. Ctuds• Tens. Comp • Top chord 2x4 SP—#2—N-1 3B A - F 9 64816 r .F. 6. 6 491 @-41% Bot chord 2x4 SP #2 N_l3B • Webs 2x4 SP #3_13B "136" • • • • • • • • Maximum Web Forces Per Ply tbs) • • • • • Lumber grades designated with use design . 9 9 g Webs .Teens Cwp. : • • . • values approved 1/30/2013 by ALSC muse 0 00 see** C - F 327 -463 • Wind 00.00• •• • ••••• Wind loads based on MWFRS with additional C&C • • • • • • • 00000 member design. 61 ...... 9 0 Additional Notes • • •.000 • • • • • • • 0 See DWG VAL180100212 for valley details. • • • • 69 6 9666 6 • 6660 w "WARNING— READ AND FOLLOW ALL NOTES ON TH JT" FURNISH THIS DRAWING TO ALL CONTRACTORS as IS DRAWINGI INCLUDING THE INSTALLERS I.. Refer to and fpltow the latest jiti n of ¢CSI (Building m thesehfunctions. tmttt�arll�er�ordAgfga Fav athProm y iave Jawrbr�gm fins led per BG i cb ns 3, �7 or 1 0, on thele Joinl9Detaiils, uniess notedlotherwise. fiefer to lop this Xg,agi® il�ure�otoebuuiild th�s n s gn coniaw�nnce R design shown. The suitability and use of th)� r��iwoFzvir ff5�++ ...... .... . . 6 . . 6 ...... . as ...... s e .• see* . e . e 6 ..... .. . .... ..... ... ...... ...... 0 .. .e es e ..ease . a . . .0060. . 15615e Ply. 1 SEQN: 710050 /V8 / VAL LEONE ADDITION LEONE ADDITION Qty: 1 FROM: MA DRW: V8 Wgt:23.8lbs, / ... 08/05/14 Loading' Criteria (psf) TCLL: 30.00 TCDL: 15.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " L 32-1/2"4-9-1/2" s 8' 32-1/2" 11711 32-1/2" 2.75 0 3X4 = 3X4 B C 02X4(D8R) 8-13/16" E P++ Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 9.00 it GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP_#2_N 13B Bot chord 20 SP_#2_N_13B Lumber grades designated with "13B" use design values approved 1/30/2013 byALSC Wind Wind loads based on MWFRS with additional C&C member design. Addltional Notes See DWG VAL180100212 for valley details. u �2` X4(�SR)D r d Snow Criteria (Pg,Pf In PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) 00 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl UD Loc R / U / Rw / Rh / RL /W Pt NA Ce: NA VERT(LL): 0.090 B 998 240 E 864 / 220 / 368 / - /8 /96.0 Lu: NA Cs: NA VERT(fL): 0.203 B 455 180 Wind reactions based on MWFRS A -D o4e"*V22 Snow Duration: NA HORZ(LL): -0.022 - - E Min Brg Width Req = - 0000•• • • HORZ( L):-0.050 - Bearing E is a rigid surface. 0006 •• • Code / Misc Criteria Creep Factor. 1.5 •00• • • • Bldg Coder FBG 2010-HVN W"TC CSI: 0.344 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.629 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.000 A B 1150 -1488 C - D 1150 -1488 FT/RT: 20.0%(0.0%)/10(0) VIEW Ver 13.01.1 Plate Type(s): WAVE ITW Connector Plates "WARNING— READ AND FOLLOW ALL NOTES ON TH "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Refer to nd fpllow e la est eiti n of 'CSI Bpuildirn� ctnial sFief thncUo ntl �tt�rrlGiora ord $t�al� �iav a�Rro�ei1Y havehbrJcmr Dean , - per I s cfions 43,.7 or 10, on a oin De Is, nless not otherwise. kefer to this drawing,an failure to build th� tr(rss in conformance d on this drawing o over Pa9e listing this drawin , Le dEpIgn shown. ie suitability and use of thil B - C 1163 -1497 00 0000 Maximum Bot Chord For es.Aer Ply (Ibs)o • • • • Chords-r#%S-.Co p. • • • • •••••� A -D o4e"*V22 •000i • 0000•• • • ••66• 0006 •• • 0 0 0 •00• • • • . 0000 • 00.0.0 •• • 0000• •• •• 00 • 0000• • ••••••• • • • • • 00000 0000•• • • • •0600 00 • 0000 0 • INCLUDING THE INSTALLERS Refer to nd fpllow e la est eiti n of 'CSI Bpuildirn� ctnial sFief thncUo ntl �tt�rrlGiora ord $t�al� �iav a�Rro�ei1Y havehbrJcmr Dean , - per I s cfions 43,.7 or 10, on a oin De Is, nless not otherwise. kefer to this drawing,an failure to build th� tr(rss in conformance d on this drawing o over Pa9e listing this drawin , Le dEpIgn shown. ie suitability and use of thil ...... .... . . . • . ...... . .. ...... 0000•• • • • •• 0000 000.0 •• • •..• 00.00 • •• •••••r 0000•• • •• •• •• • 0.000• • . • • 0.000• 0000.• • • • `..TY`p"..'*.DETAIL '@CORNER . O. 2-16d NAILS @ TOP & BOTTOM -CHORDS 3-16d NAILS @ TOP & BOTTOM -CHORDS SIMPSON LUS-26 @ B -CHORD & 3-y 5d TOENAILS L@ T -CHORD O FrW SS7 QR -26 @ B -CHORD & 2-16d TOE NAILS P.T�HORD HANGERS SHOULD BE CONNECTED w/ THE NUMBER-OFFASTENERSREQUIRED TO DEVELOP THE HANGER MAXIMUM CAPACITY Im Im I, SIR oil oil (Hp GIRDER) (FUP FRAMING PLAN E2 b �1 SET -1 LACK HIP GIRDER - SIDE MEW BOAR CORRAL, P.E. (cMI eng.) I sign '& see]: ate e flonda rcoistrbbon # 124671 date: RAvrTY LOADS I ROOF FLOOR IFV—,ANtD LOADS I ,'3. =_ m rm dead bad: 15 OrCt hvaload: jj0C4PJ-j[ Wind velocity r 175 MF Idwdd load: I 0_ *-psfrr roof VARIES I I c> 5 1.00 %m fm % ASCE 7 -1G-F802D10 ;If SET -SWAM 0 0 00 ••• 0 0 so 00 0 so, 00 0.0. 0 : 0 0 • INIMUN GRADE of LUMBER T -CHORD .... 2X4 - Not 19 SP wEBS ........... 2X4 - No.3 19 SP 0 @_ HIP JACK GIRDER - SIDE MEW FASTENER. C-iHANGERS GIRDER T_ JACK 'T -CHORD sTEEL:STRA�PS - by builder 2-16,d NAILS J1 - J3 to HIP jACK'GIRDER B -CHORD STEEL I STRAPS - by builder 2-16d NAILS T -CHORD STEEL STRAPS - by builder 2-16d NAILS J5 to HIP JAa< GIRDER B-cl STER STRAPS - by builder 2-16d' NAILS T-CHOFD STEEL - by builder 3-16d NAILS B -CHORD STEEL.STRAPS- PY builder 3-16d NAILS so :8 ----- J7 to HIP,ORDER T..� STEEL STRAPS - by builder 3-16d NAILS B -CFXDRD SIMPSON LUS-26 8-16d. NAILS6d NAILS" J9 to HIP GIRDER T -CHORD r-jW SS- L/R-26 6-16d NAILS 6t -06c! NWUS• -HIP JACK GFOM 0-1J-7) to HP MiDM B -CHORD I —jW SS- L/R-26 6-16d NAILS T -CHORD ITW - SS -1 L/R-26 6-16d NAILS .-r-rod N . AW +iP.kkCK GRDE93 0-4JA � HP GFMM45d s4>Km .TTW SS- L/R=26 6-1NAILS - -fiwi@68 NAILS. SET -1 LACK HIP GIRDER - SIDE MEW BOAR CORRAL, P.E. (cMI eng.) I sign '& see]: ate e flonda rcoistrbbon # 124671 date: RAvrTY LOADS I ROOF FLOOR IFV—,ANtD LOADS I ,'3. =_ m rm dead bad: 15 OrCt hvaload: jj0C4PJ-j[ Wind velocity r 175 MF Idwdd load: I 0_ *-psfrr roof VARIES I I c> 5 1.00 %m fm % ASCE 7 -1G-F802D10 ;If SET -SWAM 0 0 00 ••• 0 0 so 00 0 so, 00 0.0. 0 : 0 0 • INIMUN GRADE of LUMBER T -CHORD .... 2X4 - Not 19 SP wEBS ........... 2X4 - No.3 19 SP 0 @_ HIP JACK GIRDER - SIDE MEW 0000 0000.. 0000 . . 0000.. 0000.. .. 0000 0000. .. . 0000 0000. . .. 0000.. . . . . . .. .. .. ...... 000.0. 0000.. . . .0.. . .. GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify the Los trusses no estan marcados de ning6n modo que frequency or location of temporary lateral restraint identifiquelafrecuenciaolocalizaddnderestriccOnlateral and diagonal bracing. Follow the recommendations yarriostrediagonal temporales. Use las recomendadones for handling, installing and temporary restraining de manejo, instalad6n, restricci6n y arriostre temporal de and bracing of trusses. Refer to Rl - Guide to Guide to los trusses. Vea el folleto BSI - Guia de Buena P��a- Guia de Buena Pa Good for Handling. Installing, Restraining �ra�Manejo. In�laaon. R�n�i�n yA�io�e de /� & Bracingofof Metal Plate Connected Conne��Wood Trusses de Plus de Mil*** Trusses*** for more detailed information, para infomraddn mos detallada. Truss Design Drawings may specify locations of Los dibuyas de diseno de los trusses pueden especificar permanent lateral restraint or reinforcement for las localizations de restricc/dn lateral permanente o individual truss members. Refer to the BCSI- refuerzo en los miembros individuales del truss. Vea la B3*** for more information. All other permanent hoja resumen BCSI-B3*** para mos tnformad6n. EI bracing design is the responsibility of the building recto de los disenos de arriostres permanentes son la designer. responsabilidad del disenador del edificto. - WARNING The consequences of improper handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. iADVERTENCIA! El resultado de un manejo, levantamiento instalact6n restriccidnY arrisotre tncorrecto puede ser la caida de la estructura o a6n peor, hendos o muertos. - CAURON Exercise care when removing banding and handling trusses to avoid damaging trusses and prevent injury. Wear -- - personal protective equipment for the eyes, feet, hands and head when working with trusses. m 4CAIM Uttlice cautela al quitar las ataduras r o los pedazos de metal de sujetar para evitar darn"o a los trusses y prevenir la henda personal. Lleve el equipo protectivo personal para ojos, pies, 0 mans y cabeza cuando trabaja con trusses AL CAU170M Use MALRYMN (/trlice special care in cuidado especial en windy weather or dials ventosos o cerca near power lines de cables el&Wcos o and airports. de aeropuertos. 5"6 - EM • • • :MANDLING -- .MANEJO•"•••••• • •• • Avoid lateral bending. • • • • . • • • e 1.te la ilexidn�atej.• `Z 0004 Use proper rig- Use equo tpo aproptad • • • • ging and hoisting para levantar e ZmThe lousctor responsible•f r• • equipment. improvisar. • pproperly receiving, unloading and storin • • • th9 trusses q Arrjdb&j. Unload f into • • • • &Voth surfaceato 1&rWent damage. • • • • • • EI contiatista tier la responsabili Q e • recibir, descargar y almacenar ZT aZTVnt • . • jc4 trusses en ip obia. Sescarguedes trusse n /afierra Use "OpiEd@�r el dan"o. • • •••Ah• NO 0 Trusses may be unloaded directly on the ground at the time of delivery or stored temporarily in contact with the ground after delivery. If trusses are to be stored for more than one week, place blocking of sufficient height beneath the stack of trusses at 8' (2.4 m) to 10' (3 m) on -center (D.C.). Los trusses pueden ser descargados d/redamente en el sueld en aquel momento de entrega o almacenados temporalmente en contacto con el suelo despues de entrega. Si las trusses estaran guardados para mas de Una semana, ponga bloqueando de altura sufidente debris de la pila de los &usses a 8 hasta 10 pies en centro(o.c.). 10 For trusses stored for more than one week, cover bundles to protect from the environment. Para trusses guardados per mas de una semana, cubra los paquetes para protegedos del ambience. Refer to BCSI*** for more detailed information pertaining to handling and jobsite storage of trusses. Vea el folleto BCSI*** para informacidn mas detal- lada sobre el manejo y almacenado de los basses en area de trabayo. DO NOT store NO almacene unbraced bundles verticalmente los upright. trusses sueltos. DO NOT store on NO almacene en tierra uneven ground. desigual. HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES G DONT overload the crane. NO sobrecargue la grba. NEVER use banding to lift a bundle. NUNCA use las ataduras pard levantar un paquete. 0 A single lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 m) and Top Chord Temporary Lateral Restraint (TCTLR) Spacing parallel chord trusses up to 30' (9.1 m). Espaciamiento del Arriostre Temporal de la Cuerda Superior Use at least two lift points for bundles of top -WARNING load chord pitch trusses up to 60' (18.3 m) and paral- Do not over supporting structure with truss bundle. lel chord trusses up to 45' (13.7 m). Use at least 8'(2.4 m) o.c. max. three lift points for bundles of top chord pitch iADVERTENCIA! No sobrecargue la trusses >60' (18.3m) and parallel chord trusses estructura apoyada con e/ paquete de >45'(13.7 m). trusses. Puede usar un solo lugar de levantar para pa- Q Place truss bundles in stable position. quetes de trusses de la cuerda superior hasty 45' y trusses de cuerdas paralelas de 30'o menos. Puse paquetes de trusses en Una posiddn Use por to mens dos puntos de levantar con estable. grupos de trusses de cuerda superior inclinada 19 mm 3.8 m hasta 60' y trusses de cuerdas paralelas hasta 45: Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada mas de 60'y trusses de cuerdas paratelas mas de 45' MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSS RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES = Using a single pick -point at the peak can damage the truss. EI use de un solo lugar en el pini para levantar puede 60' or less hater don"o al truss. 1 7 oreader bar "der bar _L� Spreader bar 112 to I Approx. 1/2 truss length Tagline `- TRUSSES UP TO 30' (9.1 TRUSSES HASTA 30 PIES Locate Spreader bar 10 ' (3 m) Attach above or stifPoadc o.c. max. mid -height TagimaSpreader bar 2/3 to Tagline TRUSSES UP TO 60'(18.3 m) _� t-- --► TRUSSES HASTA 60 PIES 314 truss is ngm TRUSSES UP TO AND OVER 60' (18.3 m) t- TRUSSES HASTA Y S08RE 60 PIES - 21 Hold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga cada truss en posict6n con equipo de gr6a hasta que la restriccidn lateral temporal de la cuerda superior este install y el truss esti asegurado en los soportes. INSTALLATION OF SINGLE TRUSSES BY HAND RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA MANO 0 Trusses 20' - - 0 Trusses 30' (6.1 m) or (9.1 m) or f ` fisc, support less, support at near peak. quarter points. soporte Soporte de cerca al Pico los cuartos IDS trusses F Trusses up to 20' -► de tramo los E Trusses up to 30' -1o. de 20 pies o 1 (6.1 m) trusses de 30 1 (9.1 m) mens. Trusses hasta 20 pies pies o mends. Trusses hasta 30 pies TEMPORARY RESTRAINT & BRACING RESTRZCCZON Y ARRIOSTRE TEMPORAL Refer to SCSI -B2*** for more Top Chord Temporary information. �"A,, Restraint Vea el resumen BCSI-B2*** para mas infor- (TCTLR) mad6n. 2x4 An. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral restraint (see table in the next column). Coloque los arnostres de tierra para el primer =90° truss directamente en linea con cada Una de las filas de restncridn lateral temporal de la cuerda superior (vea la tabla en la prdxima Brace first truss columna). -e securely before erection of additional t9 DO NOT walk on trusses. unbraced trusses. NO camme en trusses IWK ® sueltos. STEPS TO SETTING TRUSSES LAS MEDWAS DE LA INSTALACION DE LOS TRUSSES 0 1) Inst'�all ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal braciN (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below),7) Repeat process with groups of four trusses until all trusses are set. 1) Instate los arriostres de Cierra. 2) Instale el primero truss y ate seguramente al arriostre de tierra. 3) Instate los pr6ximos 4 trusses con restricot6n lateral temporal de miembro corto (vea abajo). 4) Instate el amostre diagonal de la cuerda superior (vea abajo). 5) Instate arnostre diagonal para los planos de los miembros secundanos para estabilice los pnmeros cinco trusses (vea abajo). 6) Instate la restricddn lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimtento en grupos de cuatro trusses hasta que todos los trusses esten instalados. Refer to SCSI -B2*** for more information. Vea el resumen BCSI-B2*** para mos inthrmacldn. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES RESTRICCIONIARRIOSTRE PARA TODOS PLANOS DE TRUSSES 0 This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses (PCTs). See top of next column for temporary restraint and bracing of PCTs. Este metodo de restriccidn y arriostre es para todo trusses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 4x2. Vea to parte superior de la columna para la restricct6n y annostre temporal de PCTs. 1) TOP CHORD - CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' (3 m) o.c. max. 9.1 m) *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords 30' (9.1 m) - 8'(2.4 m) o.c. max. 45' (13.7 m 45'(13.7 m) - 6'(1.8 m) o.c. max. 60'(18.3 m Max. Bow Truss Length 60' (18.3 m) - 4' (1.2 m) o.c. max. 80' 24.4 m)* 3/4" 12.5' *Consult a Registered Design Professional for trusses longer than 60'(18.3 m). *Consulte a un Professional Registrado de Disen"o para trusses mas / de 60 pies. 0 See SCSI -B2*** for TCTLR options. Vea el 8CSI-82*** para las options de TCTLR. Refer to BCSI-B3*** for Gable End Frame restraint/bracing/ A reinforcement information. Para information sobre restriccidn/ TCTLR arriostre/refuerzo para Armazones Hastiales vea el resumen BCSI-B Note: Ground bracing not shown for clarity. 10" or >g Truss attachment Repeat diagonal braces for each set of 4 trusses. required at support s) Repita los arrisotres diagonates para cada grupo de 4 trusses. Section A -A 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT ILA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTES! Diagonal cLR II i f t \\ Bottom chords Diagonal braces every 30 truss spa 10' (3 m) - 15' (4.6 m) max. 20' (6.1 m) max. Same spacing as bottom Note: Some chord and web member chord lateral restraint not shown for clarity. 3) BOTTOM CHORD - CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses or CLR splice reinforce- ment. Bottom chords so ce re n orcemen Truss Member 2x CLR A Minimum 212x Scab block centered over splice. Attach to CLR with minimum 8-16d ce 10'(3 m) - 15' (4.6 m) max. s (0.135x3.5") nails each side of splice or as specified by the Building Designer. s SECTION A -A or Truss Member Note: Some chord and web members not shown for clarity. Diagonal braces every 10 truss spaces 20' (6.1 m) max. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 10'(3 m) or Diagonal bracing Repeat diagonal bracing Refer to 15'(46 m)* every 15 truss spaces 30' BCSI-67*** for more _,W (9.1 m) max. information. Vea el resumen SCSI -B7*** para mos informackin. Apply diagonal brace to vertical webs at end of cantilever and at bearing locations. All lateral restraints lapped at least two trusses. *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords and 15'(4.6 m) o.c. for 4x2 chords. INSTALLING - TNSTALACION 0 Tolerances for Out -of -Plane. Max. Bow Truss Length Tolerancias para Fuera-de-Plano. 3/4" 12.5' Max. Bow Dl50 D (ft.) 19 mm 3.8 m �- Length -►i Itl 1 /a" 1' 7/8" 14.6' Max Bow I� Le� ' 6 mm 0.3 m 22 mm 4.5 m Max. Bow o -- ------ t/2" 13 mm 2 0.6 m 1" 18.T 25 mm 5.1 m 3/4" 3' 1-1/8" 18.8' F Length d i Plumb 19 mm (0.9m) 29 mm 57 m Q ./line 1" 4' 1-1/4" 20.8' Q Tolerances for i 25 mm 1.2 m 32 mm 6.3 m Out -of -Plumb. 1-1/4" 5' 1-3/8" 22.9' Tolerancias para D/50 max ` 32 mm 1.5 m 35 mm 7.0 m 1-1/2" 6' 1-1/2" 25.0' Fuera-de-Plomada. 38 mm 1.8m 38 mm 7.6m 1-3/4" 7' 1-3/4" 29.2' CONSTRUCTION LOADING 45 mm 2.1 m 45 mm 8.9 m CARGA DE CONSTRUCCION 2" >_8' 2" 233.3' DO NOT proceed with construction until all lateral 51 mm >QA in 51 mm 10.1 in restraint and bracing is securely and properly in place. Maximum stack Height NO proceda con la construccldn hasty que todas las restnc- for Material on Trusses dons laterales y los amostres esten colocacil en forma Material Height apropiada y Segura. DO NOT exceed maximum stack heights. Refer to SCSI -B4*** Gypsum Board 12" (305 mm) for more information. Plywood or OSB 16" (406 mm) NO exoeda las alturas maximas de montdn. Vea el resumen Asphalt Shingles 2 bundles BCSI-B4*** para mas informaid6n. NEVER stack materials near a peak or at mid -span •: • is • • • • • • NUNCA amontone los materiales terra de un pi" • • • • • f • f f • DO NOT overload small groups or single trusses. + • is • • • • f • • • NO sobrecargue pequen"os grupos o trusses indrvidl•TIQs• • • • • • • 0 Place loads over as many trusses as possible. • • • • • • • • • • Coloque las cargas sobre tantos trusses come, sLI • • + • • • • • • • • • posible. • 0 Position loads over load bearing walls.• • • Coloque las cargas sobre las Paredes soportanteS • • • + • + • ALTERATIONS - ALTERACIONES ' • • Im Refer to BCSI-B5.*** • • Truss . acing not shown .r •a• • • • Vea el resumen BCSI-85. *** 0000 DO NOT cut, alter, or drill any structural member of a truss unless h specifically permitted by the truss design drawing. Z NO conte, altere o perfore ning6n miembro estructural deun truss, L i a menos que este especificamente permitido en el dl del disen"o del truss. EMTrusses that have been overloaded during construction or altered without the Truss Man- ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construccidn o han sido alterados sin la autor- izacidn previa del Fabricante de Trusses, pueden hater nulo y sin efecto la garantla limitada del Fabricante de Trusses. -Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. To view a non -printing PDF of this document, visit sbdndustrymm/bl. NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses Into place SAFELY. These recommendations for handling, installing, restraining and bracing [rises are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified building designer or writractor. It is not intended that these recommendations be interpreted as superior to the building designers design specification for handling, installing, restainirg and bracing trusses and it does not preclude the use of other equivalent methods for reshaining/bracing and providing stability for the walls, columns, floors, roofs and all the interrelated structural building components as determined by the contractor. Thus, SBCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. SBC M4�l r r wsoolsusscouxcn TRUSS PLATE INSTITUTE 6300 Enterprise lane . Madison, WI 53719 218 N. Lee St., Ste. 312 . Alexandria, VA 22314 AnR/774-4R4q . shrindusM mm 7ni/fiat-1 orn . tnincr_nrn �+ d • • • • •• •••• •••• •• • • • •••••• • •• •• •• •••• ••f• �+ d 05-21-'14 11;25 FROM-Shear Construction 3056690544 T-166 P0001/0001 F-027 0512012014 0923 LOPEZ INSURANCe ifA03 294 3957 P.0021002 CERTIFICATE OF LIABILITY INSURANCE SATFtrwt�°t>�YYtr' 06f20114 THIS CERTIVICAM IS ISSUE0 As A MAIyoR OF INFORMATION ONLY AND GONFNRS NO RIGHTS UPON THE CERTIFICATE BOLDER, THIS CERTIMCATIS 0090 NOT AFFIRMATIVELY Olt NIBOATIVI=LY AMEND, EXTEND OR AI.YIIR TH8 COV11RAGE AFFORDED SY THE POLICIES $11!_0{111. THIS CERTIFICATE OF INSURANCE 0099 NOT 00#46TITUTE A CONTRACT BETWEEN TETE ISSUING INSURER(S), AUTHORIZED REPRBSEINTATIVE OR PRODUCER, AND THE CERTIFICATE HQLOI9FL iMPORraNT: 1t tl10 t altlttcata Itatdar ut �n ADDITIDNAL u1suRED, t1tA paopay(iea:) must he amatorged. H 91 ROGAflON IS WAIVS[6 subjatat to the terms oful 9000119mw of the pollay, osililln pellets& may require an andomment. A swalnant on aria ealUgestol does not confer fights to the =1111T0eta holderin ltou Of auah "two"Adinar PRODUCM ..�.w E its capery Lepea Insurance Agennyvan 9 264-=- xc}: ( ) 264-3361 6756 W. Flegler street 0204 Komi, FL 33144 Phone (309) 264,9638 Fox (305) 204.2397 19*R AFF0RMIN 0 MV AW - NAI+¢ IMAID .1N URIM A: GRANADA INOVRANCE COMPANY Y A M Plumbing, Inc. atmim q; MADISON INSURANCE COMPANY 4801 SW 127 GT e Mleml, FL 33176 IftOR01 .,,,,,,....T... ut�aa a: u Pa OQVMMGES d_ERT11`F_1C`A'_T_6 NUMBOA, REVISION NUM09R: THIS i6 TO CERTIFY THAT THS POLicle OF rNNos L10m4 00"W HAVE BEEN 195UE070 THE INSURRO NAMES ABOVE FOR T14E POLICY PERIOD INDICATED. N01 WITHSTANDING ANY Ftl QUIREMENT, TBRM OR CONDITION OF ANY CONTRAUT OR UMER UMUMENT WITH RESPEOT TO WHICH -wS OEIVIVICATO MAY IS ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED VY YKE POLICIES DESCRISM HEREIN IS BUR,IEOMALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY 14AVE BEEN R801,10E0 BY PAID CLAN& _ EOFINdYRAN1Qt:DOI sum POLICYU LIMITS 69NOUL UABIUTY ® L'O4/MBRCIAL GF.NBWIL LIABILITY RMH OCCunnsNae �: 9 OQO,COO eml $ 100,000 ❑ CwMS-MAUP Q OVOIt 0985FLtl0044843 MEDEXP(Ar rove arson i 5,000 A N 04l1SP10i4 04/1812018 PERSONAL A ACV INJURY $ 1,000,000 ❑ UNCRALAGOREGATB 6 9,000,000 OENLAG0AMATEUMITAPPLEEDPro, itODUCTS-C !op 6a3 s 1,000,000 ❑ WLICY ❑ LAR t` AUTOM01111,9 LIABILITY COMBiNIM AIN= LIMIT E _ • • •�. © ANY AUTO (EA 880-1) Q ALL *VX0AL1T08 BODILY INJURY (FAf P—) 0 Q 90HUMLen AUTOS BODILY PUURY (Polo ware i FROPERWDAMAOS ❑ HlREOAUTO9 (F4fGO M*0 0 NON-o"OPOr0e t�AB Q OCCUR EACHOCCUFAENOF >i 9)(01168 UAB ❑CLAIMS MApB ' AGGREGATE ❑ DEDUCTIBLE e AND B NIA I WCV000329102 1111101201311111012014 DF."PTION CP OOBRATIONS/ LCOATIONS I VRIUCLR (Attaeh ACOBD IOl, AddltlSoak-emarkaa achedUf9, Il ntaro apaoa le requiredj KUMOINQMVII;' I.VC142M1 Mleml Shores Vtlladge Building Deparimaaatll 1000 N.E. 2nd Avanus Mlemi Shores, Florida! 83138 ACORD 2612009109) QF LIMFT SHOULD ANY OF THE ABOVE DESCR11196 POLICIES BE CANCELLED I AFORE THE EXPIRATION DATE THEREOF, NOTICS WILL BE DELIVERED IN ACCORDANCE WITH TNS POLtOY PROVISIONS. AUTHORDWO ROMPEUNT4TIVA ® 49911-2060-A—CORD dORPORATION. Alt rights reseivatd. The A00RI) name and logo are m219119100 maks of ACORD BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING Permit No, FBC 201 C Master Permit No. —C-- 3 —14 - L13 5 ROOFING JOB ADDRESS: S. Jai ul% 1 Q S Sr'�R-&:A- City: Miami Shores County: Miami Dade Zip: '3 3 t SV Folio/Parcel#: \ k 2k 3 6 0 0 5 0 3 ❑. O Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name (Fee Simple Titleholder): DQ 6-y-Gi� Phone#: Address: s N 105 �7' City: 141 FANI 7 State: Tenant/Lessee Name: D wrjXl Email: CONTRACTOR: Company Name: '�Jaf Cr 1or1 %Ao&tR'), Cltd Phone#: 70 S to 68 "1 tpb� Address: %$ l 51^1 08 1 T2 rrA CA_ City: � AM:. State: fit. Zip: 331y3 Qualifier Name: enayu sy'mr Phone#: '10S ZI ko gQ09 State Certification or Registration #: C1G1C. O 1 9U $ a-- Certificate of Competency #: Contact Phone#: 30 S U kol ':l 6 (o Email Address: '\ rr-o Q S)r%k40. r r n_ 0V aA-zyS^. c�e'l-N DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: S'rM s=Vu O4 %-Loo L e asij� on 14 Color thru tile: Submittal Fee $ Permit Fee $ ' CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Con ctor The foregoing instrument was acknowledged before me this Z4 The foregoing insrnt acknowledged before me this --) l{ day of , 20 1 , by \ oo. �e day of , 20L4 by C A S , who is personally knowrLto me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: % •°•`pgvP'ao$ I_ory Mendez '�®�' n =C0W1ISSI0N #EE 167083 Si p�' em RES:MAR.17 2016 Print: .AARONNOTARY.com My Commission Expires:— rlaWdUT :3113 No Vf Plans Examiner 1' Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) identification and who did take an oath. NOTARY Lory Mendez Sign: .r°'nCQ'AMISSION#EE 167083 Print t_ `off •..••a EXPIRES: MAR. 17, 2016 m My Commission Expires: S V1 Its, Zoning Clerk • os STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 n'-wo. 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SHEAR, GARY OWEN SHEAR CONSTRUCTION & MANAGEMENT, LLC 6817 SW 81 ST TERRACE MIAMI FL 33143 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 toimprove the way we do business in order to serve you better. For information about our services, please log onto www.myfforldalicense.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 sere you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on yout nbw license! DETACH HERE RICK SCOTT, GOVERNOR STATE OF FLORIDA ii DEPARTMENT OF BUSINESS AND PROFESSIONAL -REGULATION j CGC018482 ISSUED 06/25/2014 CERTIFIED SHEAR, GA SHEAR COI ;L IS CERTIFIED under the provisions of Ch.489-FS. EX*fi6n date : AUG 31, 2016 0406250000896 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRI ICTInN (Mini ierov t J^0L101L1^ { •CGC018482 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31; 2016 SHEAR, GARY OWEN 0 0 -SHEAR CONSTRUCTION &MANAGEMENT, LLC 6817: SW 81 ST TERRACE- MIAMI ERRACE MIAMI FL 33143 . Y: ISSUED: 06/25/2014 IIISpi AV AC lent 110CM Dv i AIAI Client#: 29222 SHEORCAN ACORD. CERTIFICATE OF LIABILITY INSURANCEDATE(MWDDNYYY) 7111/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER USI Insurance Services, LLC/CL P.O. Box 141916 Coral Gables, FL 33114-1916 305 669-6000INSURERS) CONTACT PHONE IFAX fC, N Ext): Arc No): 305 669-6030 ADDRESS: usicerts@usi.biz AFFORDING COVERAGE MAIC of INSURER A: Capitol Specialty Ins. Corp. 10328 INSURED INSURER B: AGCS Marine Insurance Company 22837 Shear Construction and Management LLC 6817 SW 81 Ter INSURER C: OCCURRENCE $1,000,000 Miami, FL 33143-7711 INSURER D: 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 CONTRACTOR 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. 1 R TYPE OF INSURANCE ADDL INSR SUB WVD POLICYNUMBER POLICY EFF MMIDD POLICY EXP MMIDD LIMITS A GENERAL LIABILITY BINDER9238222 D711312014 07/1312015 OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DEAACCHH PREMISESEa o g encs $100,000 CLAIMS MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEWL AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 2,000,000 POLICY I X I PROJECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ee accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per ardent) $ PROPERTY DAMAGE $ Per accident HIRED AUTOS NON -OWNED AUTOS UMBRELLA LLAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ WORKERS COMPENSATIONWC STAT T OTH- AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE YIN N OFFICERIMEMBER EXCLUDED? F-1 N / A E.L. EACH ACCIDENT $ (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ B Inland Marine BINDER9238227 7/14/2014 0711412015 Installation Floater DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) Re: General Contractor - CGC018482. The General Liability policy includes an automatic Additional Insured endorsement that provides Additional Insured status to the Certificate Holder only when there is a written contract that requires such status, and only with regard to work performed on behalf of the named insured. Miami Shores Village Bldg. Dept. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g g p. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Miami, FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S12911931/M12909784 NRDZP CERTIFICATE OF LIABILITY INSURANCE DATE XMIDONM3/312014 3/3/2014 IS CERTIFICATE IS ISSUED AS A NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy (les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NA61L INC.PHONE FAX No. 00 1-800-277-1620 X4800 (C. Nep 727-797-0704 EADDDRM FRANKCRUM INSURANCE AGENCY, INC. INSU 8 AFFORDING COVERAGE NAICO 100 S. MISSOURI AVE. INSURER A: FRANK W)NSTON CRUM INSURANCE CO. 11800 CLEARWATER FL 33756 INSURED INSURERS: INSURER C: INSURER D: FrankCrum 1-800-277-1620 INSURER E: 100 S MISSOURI AVENUE 1 INSURER F: CLEARWATER FL 33758 wV1:1RAULM CERTIFlCATE NUMRER: 241762 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 REDUCE) BY PAID CLAIMS. UOR TYPEOPINSURANCE ADDL INSR SUER WVO POLICY NUMBER POLICY EFF (MWDDNYYY) POUCYEXP (MMMDNYYY) LIMITSLTR GENERAL UABILITY EACH OCCURRENCE $ DAMAGE TO REPITED COMMERCIAL GENERAL UARIU Y PREMISES Ea oomDlenoe $ MED EXP (Any one emn $ CLAINS-MADE =OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GENLAGGREGATE LIMIT APPLIES PER: PRODUCTS -COMPIOP AGO $ $ POLICY PROJECT LOO COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY esalderd $ BODILY INJURY (Per pww) $ ANYAUTO BODILY INJURY (Per mddePll) $ ALL OWNED AUTOS PRO DAMAGE HIREDAUTOS er aad $ LSCHEOULED UMBRELLA UAB EACH OCCURRENCEEXCESSUA13 AGGREGATE $ IDEDI I RETENTION d $ A WORKERS COMPENSATION AND EMPLOYERS' UABNTY ANY PROPRIETORIPARTNERIEXECUTNE OFFICEWMEMBER EXCLUDED? WA WC201400000 1/1/2014 1/1/2015 X rWOSuATAIJ- T H. ER E.L. EACH ACCIDENT $110M.000 EL DISEASE -EA EMPLOYEE 1000000 In Utes deaaibeWxW DESCRIPTION OF OPERATIONS bekw E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS VEHICLES (ABaoh ACORD 101, AddfUonai Remoft Sduwule, U Vlore gpma la requhed) EFFECTIVE 05/06/2009, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO SHEAR CONSTRUCTION & MANAGEMENT, LLC (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. U: I IFIUA 1 t NULUCK C Mv.FI 1 GAIN ®1888.2010 ACORD CORPORATION. All rights reserved ACORD 26 (2010108) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE BLDG. DEPT. AUTNOR® REPRESENTATIVE 10050 NE 2ND AVE. MIAMI SHORES, FL 33138, ®1888.2010 ACORD CORPORATION. All rights reserved ACORD 26 (2010108) The ACORD name and logo are registered marks of ACORD