Loading...
WS-16-2485 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number. INSP-266888 Permit Number: WS-9-16-2485 Scheduled Inspection Date: October 19,2016 Permit Type: Windows/Shutters Inspector: Mesa, Michel Inspection Type: Final Owner: BLANCHET,FRITZNER Work Classification: Garage Door Job Address:174 NW 100 Terrace Miami Shores,FL Phone Number Parcel Number 1131010230270 Project: <NONE> Contractor: PRECISION DOOR SERVICE Phone:(786)516-2772 Building Department Comments REPLACE OF GARAGE DOOR OPENING 8X7 ONLY Infractlo assed Comments GARAGE DOOR OPENING NO STRUCTURAL INSPECTOR COMMENTS False MODIFICATIONS ALMOND COLOR, Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. 6 October 18,2016 For Inspections please call. (305)7624949 page 8 of 26 'e+7nnri Q i> ?' -15- 485 Miami Shores Village TY dowsfS ers 10050 N.E.2nd Avenue NW r# la �+�t� a D r U1 Miami Shores,FL 33138-0000 .f rrxaitw tars PROVED Phone: (305)795-2204 } Issue tate:912812016,. Expiration: 03/2712017 Project Address Parcel Number Applicant 174 NW 100 Terrace 1131010230270 FRITZNER BLANCHET Miami Shores, FL Block: Lot: Owner Information Address Phone Cell FRITZNER BLANCHET 174 NW 100 TERR MIAMI SHORES FL 33150-1210 Contractor(s) Phone Cell Phone Valuation: $ 1,624.95 PRECISION DOOR SERVICE (786)516-2772 (561)800-6063 Total Sq Feet: 56 Type of Work:REPLACE OF GARAGE DOOR OPENING 8X7 Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-9-16-61262 DBPR Fee $2.00 09/28/2016 Credit Card $76.20 $50.00 DCA Fee $2.00 Education Surcharge $0.40 09/07/2016 Credit Card $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECT LUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS FID I 1 11 the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio z hermore,I au 'ze the abo ractor to do the work stated. September 28,2016 Authorized S' nature:Owner Applidght / Contractor / Agent Date Building Department Copy September 28,2016 1 Miami Shores Village ��' � ' OVS1Building Department s P o ' 2d,� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 - - G�c�b +' Tel:(305)795-2204 Fax:(305)756-8972 yY INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20i BUILDING Master Permit No. 2 (Sr"p— PERMIT APPLICATION sub Permit No. BUILDING ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:1114 14 w 10 b TeZ Mmc� SlrNotes '�--L. 33 ISC� City Miami Shores County: Miami Dade Zip: Folio/Parcel#: I(-.31 d L"!W-15Z10 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Tiitleholder):��%12-M. L191, Q�t-1 Phone#: 305c J8-7 3nc"[:0 Address:( 1 N`I.7 10d �T=a ll City: K1\C3TTY-,\ �� QS State: `O�'l �4 Zip: 33 i Sn Tenant/Lessee Name: Phone#: Email: 7 CONTRACTOR:Company Name: h00C\,S1(DjN Y2C�CJ?S Phone#: � � ^� �lQ )1 ` Z Address: L SW 12 P City: r��apcr�% State: Zip: Qualifier Name: W4 je'n - Phone#:as c— O© oCx23 State Certification or Registration#:C 2C 0 [r Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ L . Square/Unear Footage of Work: 5 (" Type of Work: ❑ Addition ❑ Alteration ❑ New M Repair/Replace ❑ Demolition I l Description of Work: d 1 r ')nS \ t\� ne Icy �r Specify color of color thru tile: Submittal Fee$ SCS 'W Permit Fee$ 0t0— GO CCF$ I ^ 20 CO/CC$ _ Scanning Fee$ CX) Radon Fee$ 2 • ON DBPR$2 ' 00Notary$ 0") Technology Fee$ I ' �® Training/Education Fee$ 0 , 40 Double Fee$ 10 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � 2 (Revisedo2/24/2014) r' : . :, . - �. � . . ' 4 f � Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 ,by t day of 20 ,by 2&yc,' —w rsonall I o W.11;a p et, ,who is aersonally mown e r who has rodu as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign Print: Print r a, WWa Seal: MICHAEL VAZOUEZ MICHAEL VAZQUEZ Seal: Notary PuNk-State of f Nofaiv Public -State of Florida C11'111ftsi u1 0 f� WWa O065 Cunuiusswn N FF 983965 '' Altlr Cort1►n.Ex ►e8 •%:f`or My l.umm tspues Apr 19,2020 �►1g.' '0 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r , a4 Al E-7 % a/•�Sd d +f:e4f�. V�� '.1amiN��` .. �a=: -------------- jidi -Tfi Not' ILL, -00 NOT PAY X197501 BttEt �g�+�artEPd.00ATtORi REc„� T PRECISION DOOR 6ERk+lC1= NW $ 122 5 Sit EL 928.ST 307 T479 —SEPTE 8 30, ; MIAMI, 3186 Must,be041+1ay :atpleraotlauslnass Purst;Ahft6'C0urttV Code . Chapt6r 8A M-.4rc.9 st 10 OWNER SEC.TYPE OR BVelmass PRECISION HOLDINGS OF BREVARD 196 SLIB-BUIL�IIPJ�s PAYMEArr RECEIVED INC COI TrCrIACTNG BY TAX COLLECTOR M Rif I WAi nFN PRFS. 75.00 02119/2095 Workers CRC1330772 CREDITCARD-16-024164 This Coral Business Tax Roceipt only 4030016 papotent 011ie Local Business Tax.The Receipt 1s W a Roea$,% poemit,or a osrtl wXAGn of the'holdoes oas,`t6 do buslaass.HolderMW eae►ply malt atty governote l or emniteverernerctel regobtory laws and raildIn m u is*Mch apply to the . The RECBPTXIL above must be displayed en all commercial eeldcles—; law-bado Code Soo go2i& For more isformafrot RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE CF FLORIDA DEPARTMENT OF BUSINESS ARID PROFESSIONAL GU TION CONSTRUCTION INDUSTRY LICENSING BOARD x CRC1330772 The RESIDENTIAL CONTRACTOR ' Named below IS CERTIFIED Under the pmvislons of Chaplet 489 FS. y Expiration date: AUG 31,2018 1WALDEN,WILLIAM GLENN PRECISION DOOR SERVICE by 3695 SPARROW-HAVWTRAL; ;'s QL ` - b MIMSL � j_ m b b N" y 1ssuED. 061212©16 C11Si'LAYAS RE'00'1R b "LAW SEQ# L1606120601816 DATE(MM/DD/YYYI) '4��a® CERTIFICATE OF LIABILITY INSURANCE F9/7/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Annie Donovan NAME, Brown & Brown of Brevard PHONE (321)757-8686 FAX No):(321)757-8687 6905 N. Wickham Road ADDRESS:adonovan@bbbrevard.com Suite 501 INSURERS AFFORDING COVERAGE NAIC# Melbourne FL 32940 INSURER A:Southernowners Insurance Co. 10190 INSURED INSURERB:OWners Insurance Co. 32700 Precision Holdings of Brevard, Inc. INSURER C: DBA Precision Door Service of Miami INSURER D: 12245 SW 128th Street, #307 INSURER E: Miami FL 33186 INSURER F: COVERAGES CERTIFICATE NUMBERCL167116543 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMBS LTR POLICY NUMBER D M D X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE I—XI OCCUR DAMAGE TO RENTED 50,000 PREMISES Ea occurrence $ R 72400489 7/1/2016 7/1/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO LOG PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident B XANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED 50400489-01 7/1/2016 7/1/2017 BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 3,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3,000,000 DED I X I RETENTION$ 10,000 5040048900 7/1/2016 1 7/1/2017 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE I I E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yas,descr be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Certificate Holder is Additional Insured with regards to General Liability as per written contract. License #CRC1330772 - Residential Contractor CERTIFICATE HOLDER CANCELLATION (305)756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Aaron Phillips/ANNIE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 r9nt4ntl CER71FICATE OF LIABILITY INSURANCE 2u T@I! CERTIFICATE I t1 A I'llSE t1 FE NIS T'S CERTIFICATE HOLD TTII:I CERTIFICATE T; LY GATIVELY AMEND,EXTEND OR ALTER THE COVERAGE A Fy THE pOLjCjjj3 'P"'RESENTAME ORBCE CALATE OF CE T C A CT BETWEEN THE IMING INSU ER{3)T AUTHORIZED ODU D THE CERTIFICATE HoLom NAPORTA T. if no CWtyjCmb fhtmogwr #t AD �`4: 11 311 .It m �g TI U s be rrt on �ems and erwkate T GG"n POlklm MaY requITO On end end.A AIR S hnEFfd# 1601 Isay ,$,dool1�1 fir- Aon Risk Somm, Ftcnd I +FL 33131-037743-fl130 Nol:800.522-7514 .CflICf At�1,C0II1 INS SM. COVERAGE MAIC A 1RSURER A: Was matou a aea 40 Co Z t7 ADPTalaevowcoxXi.ft10200 SurAw Me ii1,FL 33173 C ALTERNATE EWLOYER n Pri<C&Sih of GRA-ald IIx 2MSWa4wWwAm, INSURER E limmvft FL 32760 INSURER E t:E t f. 4420278 E T 7 S 1�1 f3 CERTIF'f TFIAT TP9E»CN ICIES idCE L PfASlE SEEPd 155UED TO'THE INSUREMMMA83VEF ? I'€3LICAPERIOD IhiSriCATEtI. Ia�PTY191TIi�37AMO t4 RE t+4T.TE SPF ANY CONTRACT OR OTHER Docu ew vArm RESPECT TO WHICH THIS CERTBFICATE IAY 15SilED CPR fiAY RERT,t #d5 t CE ATE D 5Y THE MICIES 1�9 O HE 15 SUBJECT TO ALL THE TERMS, 8 EXCLIJ$ICINS A7�11d C TlGII°IS SU IT I .S.I II TS 5 `Q 5 E0 BY 6 AIO CtAWS. LIM$SHOWN ARE AS iaEQUES TYPE F o sl acv I R "Uwe COWAACK CERAt LIASILITy EACM OCCURRENCE S to s D d1CC63R AlA@FA�iE 187 RENTED �.�•.•••�•� FREI�IS �s�I�ransmS � EX'S"34n rata $ PE ONAL S INJURY $ GEWLACTfxr2EC,ATE LIT,AppLIES Fes:TGENERAL A+,�R�rArE � OTEREl GT Loc PRODUCTS-COMPIOP A $ � rI�A AesT E ErrY ANYAUTO AAl DOILY SCHEDULED SG7LPEL Y INJURY Per paa wn) $ tIMID ILd3Xz8I,Y Is�.IURY Frcr 8=c d&rA S AUTOS ONLY AUTOSY OPER"DAMAGE PIS UMBRKLA UA® LBr4UR EX a CLAiAgSArSE A� C RETENTM 8 D f WORERSCOMMBATS YIN � STAT3Jl'EOTW -A ANY o"k.RTNERIEXECt�HVE QFfIGER iEF ERE%GLLIDEl7y &iA 1tCE $13ffi7QIFL 71112016 71112017 EL EAeg4ACCI T 9 2,000,006 9� ocy fn C34I1 Ybx>,recrn¢i»,vsaer E.L.DISEASE. CA EWL43'IEE ..5 2.*W,GW DES RIPTI()Nof ERATIONSb,i,, E L DISEASE-BsQL4C4 L S 2,000" a�tAa+Pfa�0m KPF I�Ei�T9KIfii5 t LL3CA89ONffiJ E$ 904,Add 3' II`mLra� � 1 pis ;fV kr FRECGION g OLDv("sS OF OREVARD WC. I 8RE1fARD INC,o�a Iaiit�le SiP1" g rdetta'�r AOF 7'LVTRi.SCR1d L'E,IIS$°.'».aytexU.9re tae#u.dsa'ki.s acs sIa?�,9:6'ukFq PRE@ofSION tID1.!wes of Re 0—CRC13M772 CANCELLATION ISHO"ANY OFTRE ABOVE DESCRIBED POWIgS BE CANCELLED BEFORE MMMI ShOM Mo.Dept. THE EXPIRATION HE Z , NOTICE ILL BE r3EEUV W 10M NE 2 Ave. PO . MiSami Stmes.FL 33138 AUTHOFAMD REMaSENTAME 1 720�1a ACORD C J .All rights h ACORD 26( g 3) The ACORD aMe andjogo,am registmil maiks of ACORD 1 797 • Actual Area: 1,360 Sq.Ft. 11-3101-023-0270 Living Area: 1,129 Sq.Ft. Address: 174 NW 100 TER Adjusted Area: 1,245 Sq.Ft. Owner: FRTRNER BLANCHET&W MERM Building Number: 1 • of 1 Roil Year: 2016 Previous Next i GRU a ONE i � .coc�l;rD n us �' aS• • ONE :One Story GRU : Garage,Unfinished Click here to see all Sketch SubArea Descriptions Generated on:7/8/2016 0000 • • 000000 000000 •• • • •• ' 0000•• 0990 ' � 0000•• 0000•• � •••• 0000•• • • 0000•• 0 0 EP0 7 2016 i •••• 0000. I 0000.. ... • • •0000 0• 0000.. ��_� � ----- 0000.. �• _ . • •000.0 0.600• • • • 0 00 . 0000 •0000• 00 0 149c. ...... .... ...... .... ...... ...... .... .... . . as 00 • 0 •..... ...... ...... • . ...... .... . .. ' , a MIAMI'DAD MIAMI DADS COUNTY i PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RJR) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE.(NOA) www-miamida&.L economy Amarr Garage Doors 125 Carriage Court Winston-Salem,NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHI(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 Zone. DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 9'-0"Wide(DP+51.1,-60.3 PSF) APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,.Flush and Oak Summit Panels",sheets•lthrqugh 3 of 3,Gated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,liptd:and sga1e1by 06696 Tomas L.Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revisWo tamp*1fht 1e ... • Notice of Acceptance number and expiration date by the Miami-Dade County Produskentrol Section. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant MISSILE00000 • LABELING:A permanent label with the manufacturer's name or logo,3800 GreeiidJtiy Circle,4w4ence,••••. Kansas,model number,the positive and negative design pressure rating,indicate itnpac*rated 1r19pl f cable;• ••• installation instruction drawing reference number,approval number(NOA),the a�Uji0ble test stanafirds,066*9 the statement reading`Miami-Dade County Product Control Approved' is to be 1*cated pn thedoors 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 tltete has bmww changD••••; in the applicable building code negatively affecting the performance of this product. •••• TERNIINATION 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 maybe displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and- shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0503.06 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 15-0505.11 � E Expiration Date:September 4,2018 d�lOg(,lpry Approval Date:July 16,2015 1 Page 1 a 0000 0000.. 0000 . . 0000.. 0000 0000.. • � 0000.. 0000.. 000000 . 0000 00006 0000 0000 0000. ... 0000.. . . 0000.. .. .. .. • ...... • .0000. 0. 0000.. 0000.. 0 . • . 0000 . .. r. Amarr Garaue Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA#13-0503.06" 1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheets !through 3 of 3,dated 03/14/2003,with revision B dated 10/1312011,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS "Submitted under NDA#13-0503.06" 1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by American Test Lab,Inc., dated 06111/2013,signed and sealed by David W.Johnson,P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B 117,prepared by Architectural Testing,Inc.,Test Report No.C5463.01-106-18,dated 04/0312013,signed and sealed by Gary T.Hartman,P.E. 3. 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)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram.of 9'x 7'24 ga steel garage door Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-13R, dated 04/02/2013,signed and sealed by David W.Johnson,P.E. 4. 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 0*00 3)Cyclic Wind Pressure Loading per FBC,TAS 243-9.4•• •0000* .00' 0000:8 along with marked-up drawings and installation diagram of 9'x 7'A*Jdel 950D#Iej*p with Durasafe,24 ga Sectional Steel Garage Door,prepared by Americati*'MAOLab,Inb;'Fest •••• • Report No.ATL 0311.01-03R,dated 06/22!2006,signed and sealek�.v bavid W.Jbhnson, 0 0 0 0 P.E. "Submitted under NOA#08-0718.010 0 • •••• •000 0000. 000000 ... 0000. C. CALCULATIONS "Submitted under NOA#13-0503.06" 00 .. •.; 0000.• 1. Anchor calculations prepared by Structural Solutions,P.A.,dated(W41 013,signed and .• sealed by Thomas L.Shelmerdine,P.E. ...;0 ••••:. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/2572012,diigned and ;...• sealed by Thomas L.Shelmerdine,P.E. "Submitted under NOA#dt-Oft 011. • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5'h edition(2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed by Tomas L. Shelmerdine,P.E. );N� p9 pis Carlos M.1Jtmra,P.E. Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4,2018 Approval Date:July 16,2015 E-1 i ::do* o r a 0 0 0*0 **@ode a0000 0 0:0 0 0*0 0 :0:00: • 0 0*0 0 0 of0 0 0 - ON/.L vw -iNy iY19R26S N �i �PwNi� l�W4� n AL LL. � �� iA� � � ��- ¢ � rgp�6 S• m l��ygo. � $ < $ F P (BCSOOOPsaV13d � '1witW1. mS 16 ra > 1 . 4 Ink slay w ��� ry w ,,III 4'r Q Q VIE m e ^• F90- • • t XA S� y_ oil agr x�� asp ma cr) 11124 mill., g �p �a floe.. •••• • • • •foes• 0060 ••o. f • w ..e.• •f•• •••• • • • •e•.•• • • • • • tam SMRMRRwncsev N � Jt al g Ulf � �'�i�dyp-..,,•` .-F�,.•� '�a sT �°p�►eeaeaaaa 6a_ Zw U 11-4 gig g I Sit, o +, Ef z t a I LA a s Vim pt o y�g � ID NZ N � � 1 y • • • O�W �.J. �yO �q �O �yy�w� � O •• • san oavam" w l�fl l#RH IM 9CUWA .... 0000.. 0000 . . . . . 00000 . 0000 0000.. 0000.. .0000. . . 0000 0000 . 0000. 0000 0000 0000. . ... 0000.. . 0000.. .. .. .. . ...... 0000.. . . . . 0000.. 0000... . 0000 .. . . - _ P� 'z5 � .u� • , r. Pig! mma I A IMMUNE I ll Illmn 1 I 1 1.11 Em 11.11119 9 lz'M 9 Ill F,-PRO 11 1711MORM12- IM 1 3 m M,� �ti fa�a � � 1�.k ©IN a }®�®...�._3�a®C�^'M� <• io Zo;? c• T, r.� `. � `• t�5 s 6666 6666•• 6666 • • 6666•• 6666 ••Y••• • • • • ♦6666• 6666•• • • 6666 6666 0•l0• 6666 0••• 6666• • •6• •60.00 6666•• of •• •• • • • 6666•• •00000 • • • • 6666•• • • • • • STRUCTURAL SOLUTIONS,P.A.* SEP 2016 roject No.: 16-002 5921-6 West Friendly Avenue Jn Date: 9/22/2016 Greensboro, North Carolina 27410 �Y: NC Firm # 96 Garage Door Windload Design Pressures oRoyal Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1 w Cladding, based upon the design parameters listed below, using the Load Combinations In Section 2.4.1. For use with Florida Building Code Sth Edition(2014). Build!'" Address: 174 NW 100 Terrace Miami, FL 33150 Garage Door Width: 8 ft Garage Door Height: 7.5 ft Basic Wind Speed: 175 mph Exposure: C Mean Roof Height: 10 ft Least Overall Horizontal Dimension of Building: 43 ft Distance from left building comer to edge of garage door opening: 2 ft Distance from right building comer to edge of garage door opening: 2 ft Roof Slope: any slope Positive Design Pressure = 35.4 psf Negative Design Pressure = -41.5 psf Design Assumptions: The building is considered Enclosed as defined in ASCE 7-10 The Topographic Factor for the building is 1. The building and garage door measurements shown above were provided to Structural Solutions,Pk by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design VAnd Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with Amarr Garage Doors o.46M • STATE OF •. .000 0 0 so : : :.: •. L • 0 0 90: Soo 000 . . •. . . STRUCTURAL SOLMONS, P.A. YUba SfrbcturMSb1L%*s ofTlpFth'oftlina,Inc.,FL Firm#29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . .