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WS-14-1384Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-215888 Scheduled Inspection Date: July 16, 2014 Inspector: Rodriguez, Jorge Owner: LORA, HECTOR Job Address: 174 NE 106 Street Miami Shores, FL Project: <NONE> Contractor: SOBRINO GARAGE DOOR LLC rsunamg uepartment comments REPLACE GARAGE DOOR Permit Number: WS -6-14-1384 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)757-6682 Parcel Number 1121360050020 INSPECTOR COMMENTS False Phone: (305)321-2291 July 15, 2014 For Inspections please call: (305)762-4949 Page 14 of 21 Inspector Comments Passed JKT Failed Correction Needed ❑ Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. July 15, 2014 For Inspections please call: (305)762-4949 Page 14 of 21 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION UILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS JUN 2014 FBC 20 (C5 Master Permit No. W 3 I'A, 0 Sub Permit No. ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:1 7 / ?/-F. /0C 'S-4- City: S-4City: Miami Shores County: Miami Dade Zip: ,33133 Folio/Parcel#:�//S" �� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):hi;-t Phone#: P%�� Address: % �. *r°C� - City: I(YrL-N i ® t—e S" State: /C:Z- Zip: 3-313 Tenant/Lessee Name: / Phone#: Email: A4?C�>' l t-orAe r? Sou m Ja►e CONTRACTOR: Company Name: a��'r'dro �`�Phone#: SS Address: 0 3 >> 'Iss4%City: c, e � `e State: Ic-L Zip: -3 3 Qualifier Name: e Wr0 0 &-r Pl cs Phone#: State Certification or Registration #: Certificate of Competency #: Zoe 8S� 0'524Z® 9 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ S�yo Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair eplace El Demolition Description of Work: Ze 01,tC e_ &I e � � d,/ er t rm av c� /-� Olo `�1 �::: F�:'t'4 qSpedjy C lar+off minr thru tile. r,ra r m ,`•_�F= Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature' ` OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me his day of �Tu M Q . 20 by day of ec.-� Q 20 by o is ersonall e��� �4 �/� , who is personally known to ,/I&r who has produced as me or who has produced rL 'Dow:- 'el -5 4f �' iP as identification and who did take an oath. NOTARY PUBLIC: - A_ Seal: r s Notary Public - State of Florida J My Comm. Expires Jun 7, 2015 '•y"�; „qPCommiesloe # EE 101070 O identification and who did take an oath. NOTARY PUBLIC: Print: Seal: �• °Notary PubNc -State of Florida 3;C Q,= My Comm. Expires Jun 7. 2015 Commission # EE 101070 APPROVED BY 3� ` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Local Business Tax Receipt. Miami—Dade County, State of Florida —THIS IS NOT A BILL—DO NOT PAY 7013071 � BUSINESS NAME&OCA►TI ON RECEUwr NCL EXPIRES SOBRINO GARAGE DOOR LLC RENEWAL SEPTEMBER 30, 2014 2483 W 65 ST 7288749 Must be displayed at place of business HIALEAH, FL 3.5016 Pursuant to County Code Chapter SA — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED, S0BM0 GARAGE DOOR LLC 196 GENERALBUILDING BY TAX COLLECTOR 0ONTRAC OR 49.50 10/08/2013 Walws) 1 128500219 0224-14-000084 This local Business Tax Receipt ooly coslLrs payment of the Local Bssioess Tox.Tbe Receipt Is sots license, penult, or a c d3codso of** holder's gsaNcod us to do baeisess. Holder mast comply wim any goveromeatal er noogove.. stall regulatory laws and regsiremeatswIdeb apply to the business: The RECEIPT N0. above meat be displayed on ON commercial vehicles —K§0464000 Code Seo ea -276, m Formers iaformation.visitwww miamidadegomftuuoHeetor i ACOPRtf CERTIFICATE OF LIABILITY INSURANCE DATEN n 06/23/ HIS 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 WANED, 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 Accurate 8300 West Flagler Suite 114 CONTACT Lucia Estrella NAME: PHHONN (305)226-8727 ac No): (305)226-8767 ADOMAILRESg; luciaestrella@bellsouth.net INSURER(S) AFFORDING COVERAGE NAIC# Miami, FL 33144 INSURER A: Ascendant Insurance Co. DAMAGES( Ea occuRENTEDrrence) $ 100,000.00 PREMISES Phone (305)226-8727 Fax (305)226-8767 INSURED INSURER B: GENERAL AGGREGATE $ 500,000.00 INSURER C : PRODUCTS - COMP/OP AGG $ 500,000.00 Sobrino Garage Door LLC INSURER 0: AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ AALL UTOS VED ❑ SCHEDULED AUTOS NON -OWNED ❑ HIRED AUTOS ❑ AUTOS 2483 West 65th Street INSURER E: Hialeah, FL 33016- (305) 321-2291 COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ INSURER F: PROPERTY DAMAGE $ Per accident COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD UBR POLICY NUMBER POLICY EFF MP�p EXP LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE W OCCUR ❑ GL -42107-0 05/11/2014 05/11/2015 EACH OCCURRENCE $ 500,000.00 DAMAGES( Ea occuRENTEDrrence) $ 100,000.00 PREMISES MED EXP (Any one person) $ 5,000.00 PERSONAL BADV INJURY $ 500,000.00 ❑ GENERAL AGGREGATE $ 500,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: D POLICY ❑ PRO- ❑ LOC JECT PRODUCTS - COMP/OP AGG $ 500,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ AALL UTOS VED ❑ SCHEDULED AUTOS NON -OWNED ❑ HIRED AUTOS ❑ AUTOS COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accide $ PROPERTY DAMAGE $ Per accident ❑ UMBRELLA LIAB [:]OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory In NH) ❑ ifyyes describe under DKwS RIPTION OF OPERATIONS below N I A ❑ WC STAITMlI1T [:]OTH- ORY E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space is required) License # 12BS00219 Instalaltion (Garage Doors) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept 10050 NE 2nd Ave Miami Shores, FI 33138 ACORD 25 (2010105) OF 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 Lucia Estrella ©1988-2010 All rights reserved. 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I., JY a 1F 'r t 1� X ai I , I - fh ��4 Ij t t �I �: ]I t r' �r E S" II 1 9, b € i m f :. ¢e ' a s _ , I� ,8 l Ir r�-1�7 t .f i��`?'4 f 7 ,r II�4 I r r: 3,y ,r'' 1� ,"' i, p' Y r �;i 1 a C + + I� f % I:i ,,.I s I �rg I t^ ' �t7 II: it €(', r s a iY,9 ; Ir 1 �£€< r3 j ,� `. r PPI II Y: rt '� d�' ' 6It a y ' �l I,*I( F�3�� - — � ;` f l'f'. 5N" ?� I p t„.'..if Ik* �1 Y] 1 ,,�6 Il ay jIi er 1 w [µ.H 3 j 4 I'llf `t ` �- } `� ��/// d. a jT.f-1 j / a i, I i�11 ,l i It:: K ''1 r I € F3 I, G� 1 c' yr ,Ilk %A��11 .I1t1it �` d I l° ���..� ,.v ,t .I .7Iii, i�l f,e F��rL a 1• ll�'' - i k ti�.;.f t' ��; I �r (.aSi%€Or I I h_.!i ��� :1' k =4 .> c3I�' 1=XI8T. tea' ammukA[, K t MIAMI•DADE MIAl►i1-DADS COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason, OR 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been'reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas Nvluere allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, If it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zoue. DESCRIPTION: Single Cal- W7 Steel Pan Sectional Garage Door up to 9'-0" Wide wl Optional Impact Resistant Lites (DP +42.0, -48.0 PSF) APPROVAL DOCUMENT: Drawing No.101702, titled "Single Car W7 Pan Door with Impact Resistant Lites", sheet 1 of 1, dated 06/13/2008, with revision 5 dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 1400 Nest Market Street, Troy, OH 45373, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 000 • • • • • • • • .00 • INSPECTION: A copy of this entire NOA shall be provided to the user by the mane}facttierbrm;ts:iis••tri;ettors %d shall be available for inspection at the job site at the request of the Building Official. • • 000 • • • • • • • This NOA renews NOA # 12-0125.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. • 000 • 000 • • Tlue submitted documentation Nvas reviewed by Carlos M. Utrera, P.EA.. I • : :• • •. • • •• • . MI . . ... %6A N9 d3-VW1 ,06 PIPE. >,A®uNn Expiration Date: August 21, 2018 , Approval Date: August 15, 2013 • • • • • • • • • • ••• • • . .•• • • ti Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites", sheet 1 of 1, dated 06/13/2008, with revision 5 dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Subtnitted under NOA # 08-0618.03" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 5) Tensile Test per ASTM E8 Along Nvith marked -up drawings and installation diagram of 9'x 8', 24ga steel garage door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0305.01-08, dated 05/28/2008, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed by John D. Lee, P.E, C. CALCULATIONS "Submitted under NOA # 08-0618.03" 1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated 06/13/2008, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) .•..... . .. .. •:• :CBVlas M.• treaa,p.E. V: : . h0luercoutr64LAZAner V %. NbA Non -66A.06 Expiration Date: August 21, 2018 •.• • Approval Date: August 15, 2013 E- 1 • . . .•• • • 000 0 • •• •• • • • .• •• Clopay Buildine Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1.. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-06-A002, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E. 2. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-06-T566, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E. 3. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-06-T634, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E. 4. Test report on Self -Ignition Temperature per ASTM D 1929, Rate of Burn per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC -06-1024-17496.0, dated 05/26/2006, signed by Joseph L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC, dated 06/13/2013, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/2013, signed and sealed by Scott Hamilton, P.E. ....... . .. .. �� f4'f3 2L� r3 • • canes M. jJ%erk!t.E. ••. .• PrAletContrelII+xtpnjner • • • ;IOA N o 13-06j3.06 Expiration Hate: August 21, 20]8 Approval Date: August 15, 2013 E-2 ..• . . • • ... . g� 8 C 4 3 84A, 94, 98, H94 4RST. H4ST. 4F END ST¢13 ATTAINED TO DOOR SKIN WTH PATENTED TOG -L -LOC )SECTORS TOC (z) AT BOTTOM. uoxcis 48 I fMOLC SYSTEM. END STILES THE FRONT FACE: . la' SECTAT<YS HVE (4) TOC -L -LOC CUNQWS. A (1) MTERKEDMTE STLE BETWEEN EACH EMBOSS. ATTACHED MR TOC -L -LOC [(2) A TOP & BOTTOM] BREI nalHE ABHESivE (ALONG CENTER). A w-RESaNM ouaRm M EBBEB �r• aXr-ro-THE-Tm 9 ro-1 LE A TG[ IEVN 30,24371.PIASIIC M ACCORDANCE M1TH SECTION B -B _ e• m'D' DEtAX •G. _ INnt � ROM_ J \7"SaJP NPACT ftwoN -A ow-PaFr MECROK s x'kir FRONT AN FRAME & CLAM. FA TRACK CONFIGURATION BORDOwsrAam To star'. - AM POLTSTtIMHE &SSIOCD TO Tit -SEE END Iml'GE OETA L (IO Fe z 3/<• PFN "A' 3�5. 1- •LOCK POMTON SARESj. SEE urour or uoioi"loa raR oras. TABLE 1 Y4' RTa NUMBER ° M �` BOA .e anooawR lEnuRE. whEo PANea, CALK INTER. SnTEs DOOR HEtGHI OF Y3' ta3r. Ntsr SECTIONS' R4 aF - YA)ODFAAM Y. 0YTE0. SRAES I1%.' sqp- TO 4 SECTION A -A lus T ' T R • 1(Cgk A.t Crow u• w ,l- AAM M. 2-/Znw STEEL. PREPARATION OF JAMBS BY OTHERS ME' THE OM" OF THE SUPPOINMG STHUCftMk ELEMENTS SHALL BE THE Rr5PO SHIMAY OE THE PROrESS&K OE RECORD EOR THE BU''EOR SBRXTUBE FFORR TLLISTED ON M DRAYPiIC. ACCORDANCE WITH aARENr BU40WG CODES INSIDE ELEVATION 24 OL (0'0238- UN. TRICK) DDS SGEEL -j r- 2- THICK JAMB TO SUPPORTING STRUCTURE ATTACHMENT NORL� NK YIELD 34.7 NSC) EXnTNOt 1 MWH FROGt 000 0-40 DALYAMZIHG. RAKED -ON F70YER SNAP LAICH ENGAGES ARA A BAKED -OR POLYESTER FAMED ONTO YERnCAI (RACK. TOP CC" APPU[O TO BOTH SEES OF 1. ALL THE LOAD FROM THE DOOR 6 TRANSFTFWO 70 THE TRAGIC AND THEN FROM THE TRACK M THE 2.8 ONE SNAP UTpR DN Faun % END STEEL SIM. (ASIR Na A833). j VERTICAL SYP (GRADE 12 OR TIER) JAMBS NO LOAD FROM THE DOOR IS TRANBRRNRED TO THE SOE OF 00/pR./ INTER.KGUIDE sRE .l ROAZOW& Don .NMB. DATER. STILE SiOEt 2. ALL JAMB FASTENERS MAY BE (SALT ARE HOT REWIRED TO BE) COUNTERSUNK TO PRONOE A FLUSX OUTSOE END EHRANSLOECACEOL LOCK IZ 00. OµV. STEEL TOP 3. A 1M 3 STRESS MCRME FOR WV0 tOAD WAS NOL USED M THE CALCULATION OF ALLOWABLE LOADS FOR TYPE SUFFACL CMfl OUTSOE ERA HANDLE Sn[E VERiICN. TRACK ROLLER BRACKETST ANOO M AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. LRA KEYED STTtc BALL EAcx aciONE ON i r TQ&H W000 FRAME BUILDINGS tNS10E trAFOLE S SWM DOOR. Yr/la) juO/B• 'HE" (.RADE stRNG WKL4 OF (NOON oPENM6 SFRAi.I DE FR,JfEO SOLID BY MOT LESS nuN (3j 2.8 PRESSURE 1RFARED STP MAX. o OIRODF FSYFn l� wnemv KFYFYf TOCK R!SS^3F 9.OE BOLT AL SCREWS. (CNADE I2 OR BETTER) TROD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSN NOMINAL EXTREME FHeER Suen 1.{iEH IOfXI CWTKM -ieTyT RAR IC1C'Kb![ EACH SC. LOOK OPltd'G STRESS M �HpNG (F.). SAID WALLS TO BE CDKDMWUS FROM FOOTMO TO TE BEAM B BLOCK WALL OR CONCRETE 14 OYL GALV. SIM 2U3 STP (GRADE �2 OR BETTER) WOOD JAMB SMALL BE ANCHORW TO GROUT REWORCEO BLOCK WAIL OR FNO RIRNOE FAG1 CONCIEIE COLVMN. BLOCK WALL CEUS $ITA1.L AMB BE FRIED WITH OONCRETE AND REINFORCED MYELIC RONFORCM 2A VENTRAL ' 2-1/4•-I _ FASTENED TO END BVRS EKFENDMO MTo DIE FOOTING AND INTO YE BEAMS. ALL BARS SMUA BE CONINA)m FROM THE 7E STIES W/(47 BEAMS 10 FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLACK WALES AND CONCRETE COLUMNS TO BE ` a 1<.3/8. 516Ct MEvy I SMP LM JOI105. '�.� 91tEET MEW. 3CNLYXS OrSROEO BY THE BIALDMC EHO1RFEa OR ARCHITECT OF RECORD. & (4)1/T )1/- PROWCTRENEWED TAPPIND SCREYYS. • • 7 tn' • • • 2• ' >�8 NIw>MFIaidR 2-1/4• TALL A 20 Ga CA4V. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT • • • • • o • • -8 r•0d0 4 4,41• • -+3/�SAR. A • AcacPteFTo024o - 62 O6 STEEL (MM. YIELD 80 KSO: TWO U -BARS PER SECTMK EExMPT THUD • • • • �TEJPSN E 33_GIe • • •• BY SECTION YRGCU HAS ONLY . ONE U -80t, EACH U -BAR ATTACHED FOR 1/4• SELF • • JAMB COO A Miemt( PrndMFtCaDOTd GA,{ AI� I� TAPPR� SCREAMS. (2) SCREWS EYCN ENO AND • • • • • • • STOP MOULDING BY DOOR "II _ INTERNED. STRE LOCATION. H MSTA(LER (TO SOT) • • �]°j� i, '�'i t"" ,o iiA�T al�l��� �� rm Ezy rfltimir.�iir�+C51 �r�•ayT�7rF*•>.s •T34+ s oayTr��E �Edm•�Y�Tss Y<Q�i�F��1l�r"lIQ]S!';1.F�:1•+OS c7mr��dmrrarors� �ESY®c'a�E;SiF3•�0 css• TI•":1• ■ttYe rsl>• mz■ BflFr>r iry i01 �C�]i f ff Y F9Fi1 Q5i RTINTOE!9IrFa■Tarr Eel• E:�li m• T� "RF7B[S"I ti3�ly 6bi f•E1'9 R1i ■1'� 1111171m if T.i"i � i�F>SYfTiIR�ES1iF(+SiEFSiR'iG M. 2-/Znw STEEL. PREPARATION OF JAMBS BY OTHERS ME' THE OM" OF THE SUPPOINMG STHUCftMk ELEMENTS SHALL BE THE Rr5PO SHIMAY OE THE PROrESS&K OE RECORD EOR THE BU''EOR SBRXTUBE FFORR TLLISTED ON M DRAYPiIC. ACCORDANCE WITH aARENr BU40WG CODES INSIDE ELEVATION 24 OL (0'0238- UN. TRICK) DDS SGEEL -j r- 2- THICK JAMB TO SUPPORTING STRUCTURE ATTACHMENT NORL� NK YIELD 34.7 NSC) EXnTNOt 1 MWH FROGt 000 0-40 DALYAMZIHG. RAKED -ON F70YER SNAP LAICH ENGAGES ARA A BAKED -OR POLYESTER FAMED ONTO YERnCAI (RACK. TOP CC" APPU[O TO BOTH SEES OF 1. ALL THE LOAD FROM THE DOOR 6 TRANSFTFWO 70 THE TRAGIC AND THEN FROM THE TRACK M THE 2.8 ONE SNAP UTpR DN Faun % END STEEL SIM. (ASIR Na A833). j VERTICAL SYP (GRADE 12 OR TIER) JAMBS NO LOAD FROM THE DOOR IS TRANBRRNRED TO THE SOE OF 00/pR./ INTER.KGUIDE sRE .l ROAZOW& Don .NMB. DATER. STILE SiOEt 2. ALL JAMB FASTENERS MAY BE (SALT ARE HOT REWIRED TO BE) COUNTERSUNK TO PRONOE A FLUSX OUTSOE END EHRANSLOECACEOL LOCK IZ 00. OµV. STEEL TOP 3. A 1M 3 STRESS MCRME FOR WV0 tOAD WAS NOL USED M THE CALCULATION OF ALLOWABLE LOADS FOR TYPE SUFFACL CMfl OUTSOE ERA HANDLE Sn[E VERiICN. TRACK ROLLER BRACKETST ANOO M AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. LRA KEYED STTtc BALL EAcx aciONE ON i r TQ&H W000 FRAME BUILDINGS tNS10E trAFOLE S SWM DOOR. Yr/la) juO/B• 'HE" (.RADE stRNG WKL4 OF (NOON oPENM6 SFRAi.I DE FR,JfEO SOLID BY MOT LESS nuN (3j 2.8 PRESSURE 1RFARED STP MAX. o OIRODF FSYFn l� wnemv KFYFYf TOCK R!SS^3F 9.OE BOLT AL SCREWS. (CNADE I2 OR BETTER) TROD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSN NOMINAL EXTREME FHeER Suen 1.{iEH IOfXI CWTKM -ieTyT RAR IC1C'Kb![ EACH SC. LOOK OPltd'G STRESS M �HpNG (F.). SAID WALLS TO BE CDKDMWUS FROM FOOTMO TO TE BEAM B BLOCK WALL OR CONCRETE 14 OYL GALV. SIM 2U3 STP (GRADE �2 OR BETTER) WOOD JAMB SMALL BE ANCHORW TO GROUT REWORCEO BLOCK WAIL OR FNO RIRNOE FAG1 CONCIEIE COLVMN. BLOCK WALL CEUS $ITA1.L AMB BE FRIED WITH OONCRETE AND REINFORCED MYELIC RONFORCM 2A VENTRAL ' 2-1/4•-I _ FASTENED TO END BVRS EKFENDMO MTo DIE FOOTING AND INTO YE BEAMS. ALL BARS SMUA BE CONINA)m FROM THE 7E STIES W/(47 BEAMS 10 FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLACK WALES AND CONCRETE COLUMNS TO BE ` a 1<.3/8. 516Ct MEvy I SMP LM JOI105. '�.� 91tEET MEW. 3CNLYXS OrSROEO BY THE BIALDMC EHO1RFEa OR ARCHITECT OF RECORD. & (4)1/T )1/- PROWCTRENEWED TAPPIND SCREYYS. • • 7 tn' • • • 2• ' >�8 NIw>MFIaidR 2-1/4• TALL A 20 Ga CA4V. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT • • • • • o • • -8 r•0d0 4 4,41• • -+3/�SAR. A • AcacPteFTo024o - 62 O6 STEEL (MM. YIELD 80 KSO: TWO U -BARS PER SECTMK EExMPT THUD • • • • �TEJPSN E 33_GIe • • •• BY SECTION YRGCU HAS ONLY . ONE U -80t, EACH U -BAR ATTACHED FOR 1/4• SELF • • JAMB COO A Miemt( PrndMFtCaDOTd GA,{ TAPPR� SCREAMS. (2) SCREWS EYCN ENO AND • • • • • • • STOP MOULDING BY DOOR INTERNED. STRE LOCATION. H MSTA(LER (TO SOT) • • �]°j� i, '�'i t"" ,o • • • • • M G0. IRON. CALV. STEEL END SIRE. 2-S/. 80* 20 O0. 4IN. CAL,Y STEEL M1ERW STILE. 2-zY t3 CA DA.Y. ~} BRACKET (3-1STEEL 80TTOM l /Y A 3-I/2) NOT TO BE USED FOR ATTACHMENT W TRACK &RACKETS MAXWUM' ON CENTER INSTANCE STEEL BETWEEN WASHERS IUROMC TYPE FASTENER TYPE FASTENERS REOIRED -So ROLtOW ON 1/4- = Y (t-1/4• EMBED) 1TW TAPCON CONCRETE ANCHOR (2-1/2' WN. EDGE DISTANCE) HO -1/2' 1' OO. R VM. 1 1/4' 2s 11-314- M RW 'A. C ANNCHOR 2-1 A1C 2-4 1 .D I (2-t/4- EU8EOIM STRONG -T Mcf. ANCHOR 2 MW. EDGE CE 21-1 MQUDEC OOO fRAME 1 . 4 1-3 M iM A - ILKR. T 4 PSI MM, 1 • 4 2-1 Z EMBED -O ANCHOR 2-1 NMN. DISTANCE 2atNCLUDE u it • • - _ I ATTACHED WDT (2) /IAS/8• • • • • • •12 CA.•ALv. SIIEL Til•.Y• \ - SiEEr MET. 9CflCYfi • _ �� wSYTNAClIEOM tOOFATTST'lA5 NOOC{R TS THC tA�R F M OK. CENTER LIGSTANCL • BRtiKET•,sTEREo TO yW9 RyL1�!¢ S/18•.1 )�2� AMMMRW E%TRURRON & vMYc WFAINERSTPoP. Et(IRUSIO'R Y it 11R rf,_ b /Z �� /� • WdOD InCSCRl1Y PER BRACREY� • ATTACHED WIN 18.1/2' SELF WPM SCREWS AT t8' ` fl r•• t fff F1 • • • • ON CENTER SP9X4G I(S) SCREWS ON 9v, COOK] uOTT B J(DE`51GN LOADS. +42.0 PSF & -48.0 PSF. • • 18 C0. MV. STEEL MHN. LONGE TAM" TO CEKIER TRACY. STECL TRA( STKE W/(4) EKR 11443/8• SHEET METAL SCREWS. TOLERANCES .00 ^ 4.03 pLE• M ,/ PAW. HAK -SIZE TO TRACK BRACNEM DCH , \iV� • ^•••. ••� . • • w • • f �KEi ATIACRED•1.1 •R• • • T/is- ROUND PUSHHUT s Msr.LUD xR Cx ROLLER SwF,. �p ,F Gip.,, stage omvwisA 000 = t.or3 t.• t OF T 9-0-W x 12'0"H • • Va'•S/f� COLT &HUT T TYYO la CA Gua. $TFCC ERIN wkCE rASENEO w ENA s8lcs W/(s) EACH .0000 a 1.007 DATE, 0 1 0 .. • • • • Vji RNEIi • 11443/6 SHEET METAL SCREMS & (4) I/4• SELF WV= SCPo.Yrs.on U84reea = xf/2' • •. 11ESL ....w SINGLE CAR W7 PAN DOOR • BUSYppw=T CONFORMS ro • • • i CLOPAY BURDGNG PRODUCTS BRAWN BY, WITH IMPACT RESISTANT UTES •• N$7D10FOC O=��Z • • 2- l0 GALL STEEL ROVER o_3/181T/18•.a) Building Products 8585 DUKE BLVD. • • MTH STEEL OR NYLTON TRE. MASON. OHIO 45040 REOE r. __ 4444 Compan 511 770-4800 s1+ ' FE ' B NIRA 10 702 Mo Florida Building Code Garage Door Windload Design Pressures Report # DPR-140609-A-01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI/ASCE 7-10), Section 1620 for "components and cladding" (Exposure C), 175 mph ultimate wind speed for Miami Dade County. Address: Hector R. Toran 174 N.E. 106 St. Miami Shores, FL 33138, Miami Dade County Garage Opening Size: 8'0" x T611 Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 60'0" Roof Slope: Not provided (use greater than 10 degrees) Measurement of Nearest Garage Door Opening to Building Corner: 10" Positive Design Load: +35.4 PSF Negative Design Load: -42.2 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 83/84A/93/94W7, 8'0" x TV% Approval # 13-0625.06, Dwg # 101702, Windload Capacity: +42/-48 PSF. The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2010 Florida Building Code for windbome debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building or home at the designated location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. 5-�( Scott Hami on, E. Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770-4800 C:i�'lir�ISCI Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you maybe personally liable for the worker compensation iniuries of anyperson allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Print Name: ,p e74a t-z.71—o Signature: State of Florida) County of Miami -Dade ) Sworn to and subscribed before day of SZGt,e4 e A , LO (SEAL) Tv )e of Identification Contractor Print Name: " 10 0 � � � � � ���'�"� Signature.�--� State of Florida ) i� ire County of Miami -Dade) Sworn to an_dsubs 'b ---.-- '�, day of ger By of ELISA rCom. M7. comn"Sm 0 if lett