Loading...
WS-19-362Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: WS -02-19-3$r2:,' Permit Type-*,W,"dows/Shutfers Work Classification: Garage moor Permit Status: Approved Issue Date:.03/04/2 19 Expiration: 09/03/2019 Location Address Parcel Number 31 NW 92ND ST, Miami Shores, FL 33150 1131010170110 Contacts ROBERT BURLEIGH Owner PRECISION DOOR SERVICE Contractor 31 NW 92 ST, MIAMI SHORES, FL 33150 MICHAEL BRICKNER 12245 SW 128 ST 307, MIAMI, FL 33186 Business: 3055371670 mbrickner@precisiondoor.net Description: REPLACE 8X7 GARAGE DOOR Valuation: $ 2,049.90 Inspection Requests:305-762 4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $128.15 Payments Date Paid Amt Paid Total Fees $128.15 Credit Card 03/04/2019 $78.15 Credit Card 02/15/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named gont�actoVp Oo thAo stated. Authorized Signature: Owner / Applicant / Contractor / Date March 04, 2019 Page 2 of 2 Miami Shores Village RECEIVEL . Building Department FEB 15 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 n e Tel: (305) 795-2204 Fax: (305) 756-8972 �{ tj INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 0 BUILDING Master Permit No. NS I2 - PERMIT APPLICATION Sub Permit No. 2"BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [-]CHANGE OF [:]CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ?z A& _q // st City: Miami Shores County: Miami Dade Zip: '771 So Folio/Parcel#: 11-3101:417 1116 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):} r'f &.&- fea� Phone#: 3lJS-7 I i Address: W City: J44 rctm% Ser r State: ��i Zip: 37/.� Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: ��i&C'_15klQ l /t' .S[?r✓If,e viii' /U//i jjj✓ Phone#: Address: lzzyf ���,� ! Z 6 City: Aam) Stater Zip: 3j1 Qualifier Name: lL�'iiiP %�ool!ey Phone#: ��% j- 2TiS' .?5a/ State Certification or Registration #: 1 S S 12 /Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ J� �Q Square/Linear Footage of Work: Type of Work: El Addition ❑ Alteration El New E Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ `' ` -' *' Permit Fee $ CCF $ ~ + CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ a U 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 Zi 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. /IN Signature !` Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 — Iq , by i + Qwho is personally known to me or who has produced i 1.�� p����1b�✓�p53 as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acicnowleagea oerore me anis day of .- 20 ��, by G`PL^e/ , who is personally known to me or who has produced 5D as identification and who did take an oath. NOTARY PUBLIC: Print: Print: Seal: 440yNotary Public State of Florida Eduardo Urbina-Hall e,)My Commission GG 287988 Expires 01/02/2023 Seal:,,,,��ccrr Notary Public State of Florida ap,O Eduardo Urbina-Hall My Commission GG 287988 of Expires 01/02/2023 APPROVED BY v Zl cl Plans Examiner Structural Review (Revised02/24/2014) ************ Zoning Clerk 2115/2019 Property Search Application - Miami -Dade County FFICE OF THE PROPERTY APPRAISER .. Summary Report Property Information Folio: 11-3101-017-0110 Property Address: 31 NW 92 ST Miami Shores, FL 33150-2226 Owner ROBERT BRUCE BURLEIGH LE REM REBECCA LUND BURLEIGH REM DEMET DALKIRAN ROBERTS Mailing Address 31 NW 92 ST MIAMI SHORES, FL 33150-2226 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,338 Sq.Ft Living Area 1,128 Sq. Ft Adjusted Area 1,233 Sq. Ft Lot Size 7,500 Sq. Ft Year Built 1938 Assessment Information Year 2018 2017 2016 Land Value $164,862 $164,862 $164,862 Building Value $92,475 $85,817 $85,817 XF Value $0 $0 $0 Market Value $257,337 $250,679 $250,679 Assessed Value $164,041 $160,667 $157,363 Benefits Information 2018 2017 Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $93,296 $90,012 $93,316 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description I CANADAY EXTENSION PB 41-71 LOT 11 LOT SIZE 75.000 X 100 OR 19430-3071 12 2000 1 COC 26324-1369 04 2008 1 Generated On : 2/15/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $114,041 $110,667 $107,363 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $139,041 $135,667 $132,363 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $114,041 $110,667 $107,363 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $114,041 $110,667 $107,363 Sales Information OR Previous Price Book- Qualification Description Sale Page 30812 - 12/06/2017 $100 Life Estate interest 2129 04/01/2008 $269,000 26324- Sales which are qualified 1369 06/01/2005 $0 23611- Sales which are disqualified as a result of 1963 examination of the deed 12/01/2000 $122,500 19430- Sales which are qualified 3071 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: M IAM t•DY4DE MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 6 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) a 3 5-2 BOARD AND CODE ADMINISTRATION DIVISION T (786) 31 90 86) 5-25 NOTICE OF ACCEPTANCE (NOA) www. e. ov nom Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use o on 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 Sectiosp(In. • • • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right: to Move thisoduft or • • material tested for quality assurance purposes. if this product or material fails to perform in the �a�cc opted memtej, the 0 0 � � •.;. manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modi#yy suspend the gse of such product or material within their jurisdiction. RER reserves the right to revoke this acceptane� i0f it is dgtermjned ;" by Miami -Dade County Product Control Section that this product or material fails to meet thg iggisiremcQtS•af the 0 0 0.0 applicable building code.' 0000.. ... 0000. now This product is approved as described herein, and has been designed to comply with the Florida Bj�ltW Code,• 00 60:0 including the High Velocity Hurricane Zone.0 0 0000.. 41DESCRIPTION: Model 1200 Heritage & Oak Summit 3000 Insulated Steel Section1l Garkge Dao rad • • • • • • to 9'-0" Wide with Impact Resistant Windows {DP +57.0, -675 PSF) 0 ; • . 0 ; APPROVAL DOCUMENT: Drawing No. IRC -1209-189-21-I, titled "Model 41200 Hehla.ge & Oak 0 ; Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 05/08/2007, with Summit 3000 Short, Long revision C dated 10/28/2013, prepared by Aman Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of I I—Ag-ceptarice'number•and expiration date by the Miami -Dade County Product Control Section. r-� RATING: Large and Small Missile Impact Resistant See t _ fdr Polycarbonate panel glazing, not to exceed 38-1/16" Wide DLO x 10-5/8" High DLO. a� TSee h 3 i1r E�siman Saflex PVB panel glazing, not to exceed 18-1/8" Wide DLO x 18-5/8" High DLO. ' a� :Ape anent label with the manufacturer's name or logo, 3 800 Greenway Circle, Lawrence, LL Ki sa elmumber, the positive and negative design pressure rating, indicate impact rated if applicable, Q, i tallation }fiction drawing reference number, approval number (NOA), the applicable test standards, and u e stateme Itri rehdingMiami-Dade County Product Control Approved' is to be located on the door's side tr ick, otto lm anglez or inner surface of a panel. REN I+ WAL of this NOA shall be considered after a renewal application has been filed and there has been no change � th�'apphcable�uil' Ing code negatively affecting the performance of this product. I a I 1 U J I !4 1 + RMINATION bf this NOA will occur after the expiration date or if there has been a revision or change in the �ttiaterUa s, use, and/oQmanufacture of the product or process. Misuse of this NOA as an endorsement of any product, for csales;=advertismg' or any other purposes shall automatically terminate this NOA. Failure to comply with any section of attiis NOA 'shall tie cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0517.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. RADE courmr NOA No. 17-1010.29 MIAM , R E C E � � E ® Expiration Date: September 6, 2022 Approval Date: December 28, 2017 FEB 15 2019 Page 1 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA # 14-0414.10" 1. Drawing No. IRC -1209-189-21-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 05/08/2007, with revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 14-0414.10" 1. Addendum to Test Report No. ATLNC 0909.01-13 prepared by American Test Lab, Inc., dated 05/20/2014, signed and sealed by David W. Johnson, P.E. •.... • ...... 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-;4 •' 2) Large Missile Impact Test per FBC, TAS • 201-944 • .... . .. ...... 3) Cyclic Wind Pressure Loading per FBC, TAS 2V-7,; ' 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 T steel gmagC dont • • • : • Model 1200 Heritage 3000, prepared by American Test Lab, Inc.,:rdl Report Nd. ' • ATLNC 0909.01-13, dated 12/17/2013, signed and sealed by Dav;d W •JohnVAm F'E. ."' •. Submitted under NOA # 12-0228.03" • • • : .' • . ' 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive ' Environments per ASTM D 1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report #A7420.01-106-18, dtd 04/12/2011, signed & sealed by Joseph A. Reed, P.E. "Submitted under NOA # 12-0228.09" 4. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 07-0706.05" 5. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 6. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI-07-T707, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS "Submitted under NOA # 14-0414.10" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/24/2014, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 12-0228.03" 2. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. , , L, Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1010.29 Expiration Date: September 6, 2022 Approval Date: December 28, 2017 E -1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 12-0228.03" 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to the 5a' edition (2014) FBC ag8•of no nnapcial • • , interest issued by Structural Solutions, PA., dated 05/08/2017, si ted seEdeu6 Tomas..:. L. Shelmerdine, P.E.000096 0 :*000: 0000 0000.. 6 2. New Evidence submitted. "" • • • 0000.. 0000 0000. .. .. .. . 0000.. A. DRAWINGS •••••• •• 1. None. •••••• 0000.. B. CALCULATIONS . ' 0000 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0410.01 issued to Covestro, LLC for its Makrolon Polycarbonate Sheets, approved on 06/08/2017 and expiring on 08/27/2022. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6'h Edition) dated 09/11/17, prepared, signed and sealed by Thomas L. Shehnerdine, P.E. F. OTHER 1. This NOA revises NOA # 17-0517.12, expiring 09/06/22. 1SL.4, \ . Q' -'A' Isbaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1010.29 Expiration Date: September 6, 2022 Approval Date: December 28, 2017 E -2 S/ FPL FIwarm zIW:Ug•Ilk mmIfa Val Ia ,NT COLS VPITH YIE1.4SiTREf9GA1 OF 39.,91)0 P9 ON lIORE S11ft1 BE• • USED TU MANE OA�DA PANfil.S FOR DADE•COUMY Lm— Ttt15 • • NOTICE OF ACCENTAIi(4=. • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O7 PFR SECT= 3 W"XER RA 03 FSD RALV. om R -TROTS ATVKM V/ <0 7/4' x 3/4' ICRM ETR! aH�l.f. AATC� NY14E.L0f EN A m IIN SACK SM S^p XCTV® Y b GA a3 Rm 3lr ON WrTw SmWN UAL 871hI R7 I fE:w34OFEi{9m DAS A lmmvovl 1%%!41�! :_::�] B OIOAI®10 fM 7011 I MAX SITE W x 14' ��``pC.+ ESM LOADSi �O PSF -57.0 PSF t7 : 7i AR4£ IMPACT RESLSTANm A m •. 10n cAftma cow Vmnt-&mmL M.c em vwdm Rami MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 Oil', YANG, FLUSH & OAK SUM ET PANS El MAN AY 01 UT �ORA'96 sm i me v al /AE m^ In -M -189-2i aW7OF 14 GA. FLAG BRACKET ATTACHED TO VOID JANE V/ (3) 5/16 DIA B' LAG 1-5/AG BOLTS AND TO 'TRACJC W/ C45 1/4-23 x 5/8 TRACK SPLICE DOLTS AND NUTS SPLICETRACKS AT THIS LOCATION W/ 1411/4'-20 TRACK SPLICE BOLTS & NUTS fO JANE WTH (3) S.AW DIA. X 1 -5/8 - LAG 801.75 A1) 5/W DIA, x 1-5/6' / LA8 BOLT ATTACHED TO JAMB AT EA. ALB BRACKET 12 GA. GACLKY. STEEL STEEL XATTACHED W/ (1) 1/4"-2D x 5/B" TRACK SPLICE BOLT & NUT A I ld SEE CTADLE 2) ON PAGE 4 FOR JAMB BRACKET SPACING TRACK CONIMMTiON FOR 8'6` UP TO 14' TALL DOORS FammuE f REVEM 4• owq*MK wA The iBuBi ro. 17-1010•L`j mqkwd- 1w. hdu4 PRODUCT RENEWED as�ffes-9 lag wllh the Florida NaA-Nlo. a 17-0517.12 Expjmtloe nyte091DW2022 BY OBi.mi-1D•f(• Product Son WOOD JAMB ATTACHMENT TO STRUCTURE a x 6 VERTIGY S/t6' X 3' LAG !YTTACMIM m MOD FWtpWSTARTTACG6 Y 0 1/2' EX EDMENT)O CONCRETE Tl jwli& 3/8' X 4' STARTDNG 6' FRO14 ENDS THEN 24' = (2 I/2' EMBEDMENT) HILTL SLEEVE ANCHOR 31W X 2-3/4' STARTING 6' FROM ENDS THEN 16' O.C. O L/4' EMBEDMENT) ITV/RAMSET REDHEAD (TW)-]QLT) SAr X 4' STARTING V FRDN ENDS THEN EV O.Q Q L2' EMUN40M SMPSBBT 1/4' X 3' TREK SOWVS STARTING ' FRON ENM, USE PAIRS OF FASTENERS Cf• APART) AT G' OS. a I/2' EMMM NT) HILTI 1/4' X 2-3/4' KVIK-FON U+ 3CREVS STARTIW 6' FROM ENDS, USE PAIRS IF FASTENERS CP APART> AT 8. OC, a 1/4' ENBEDHM HILTIVIM N STARTtI1G 6' FRW ENDS THFN 20' Q.C. Q 1/4' ENHEDHENT) (OR, VSE FASTENERS FOR HOLLW CTR BLOCK) .LAGS An BOLTS CAN BE COIDITEtSUM TO PROVIDE A FLUSH IDADITING SURFACE. ' XPREPARATION OF Nm JAKBS BY OT1ER3 STRUCTINE STklIC1T1� STRid:SURE ST�Rt1LT�URE v2• NIN 2-3/4' HW I -L2• NIN4. JAMB T HIN Pw-mc'RSVISBO 3d10 PAQL,=R2VLgw sawkscoft A+ON'r144 W �-U Ins"* 811Deffwld4 A- -ft.. 10 ar 7Dad.a [Y••aI M D41+gn I M*d cm*w • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mm imB 1/r/DI cef nrswvmm QlSNm AMCAaYD 1PBO6 �I ^ •,•`�SH 9' ESI4N LOAMt'� `�9 :: • �' +87.0 PW ' -87.5 PSF C O 5 OF MWSSILE E 2E915TAIMIE FL •' �, •...... L ; 2kLa IW cABr01GF =WywmO t•.D6 AM 1793 YVYaWtlLtLI MODEL. #1200 HERITAGE 3000 MODEL (1200 OAK SUMMIT 3000 TORT, LONG, num & OAK 51MWT PANS OE BAC Dm "'W MIR& 081 81 m m eT =lax *^V 91 -1209 -IM -21 Ism 2 G 4 :00 Oro • •• • • • • • • 0 0 •• •• • • ••• • ••• • 0 000 • •• so 0 AA • • 4 AL • • •• ••• • • • 4 • • ••• • • • • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mm imB 1/r/DI cef nrswvmm QlSNm AMCAaYD 1PBO6 �I ^ •,•`�SH 9' ESI4N LOAMt'� `�9 :: • �' +87.0 PW ' -87.5 PSF C O 5 OF MWSSILE E 2E915TAIMIE FL •' �, •...... L ; 2kLa IW cABr01GF =WywmO t•.D6 AM 1793 YVYaWtlLtLI MODEL. #1200 HERITAGE 3000 MODEL (1200 OAK SUMMIT 3000 TORT, LONG, num & OAK 51MWT PANS OE BAC Dm "'W MIR& 081 81 m m eT =lax *^V 91 -1209 -IM -21 Ism 2 G 4 409 60IM EXTRUDER aLL21INIO1 UwAcr n�YE DN FRAMEgLASS ao ae X Y PSCREWS viaTr EYE IN ILAss HEAD sFTEN THE mavc OSi! TO FASTEN THE ALURART Y ' MA9CLUN KVICAR➢QRATE W93UM FRAME TO THE K-VWACZREi /Y ITER ALLININU1 EXTERIOR FRAK 479 6060 EXTAU/E/ ALUM"VB' X I/B' CIOiTTF/IIOIS IMPACT VMRItR FRANC 017r71p FOR MFLT SEAWR WNIIFACRRED ri RDSTgc 2i13N D -g IlWACT VVaOW DETAIL N.TS. P 6ALV STEEL. INTERIOR IMPACT WINDOW FRANC - w 61LV STEM f rmw VeACT VINDOV FRAMC V/.9 SITE ON F>] Twr FRAS7u YUElm 2l �,J/ STEDRR SKLIL- RJED E%TFRIRt VLF�ON FRAME 24 41,REAR AARR ULED CLASS Aw EASTMAN Pv/ naERLAYCR KwAcniACMAR.D OGW MAIM '-06Y EX}TAGICD WC INTER4R DECLWATTVE VIRDOV FRAME Z vi TFE BI L E%TE�R TroRA�p+A�CT VINOW FRAME Ta 1}L STEEL ]RTDimR IFPACT VDTNIV FRAME. & IY64' X L/P' SCREW - USED TO FASTEN DECORATIVE PLALSUC /®.DEO VODSIV FRANC TO THE ASSEMBLY Le-ve DLn 3 Lio-elfDFS IMPACT GLAZING FASTENER DETAIL GLN4LG NESTS ASTM E1300-04 mwwc t IuE A Immmas 1n1 m 6 IftmIomm PRQ0OCiA8v1= r p�p1Tl/r TNd1 � • k�'(...S.ffwf JJ ff 5� sow •dFAlhefFDIIP� r• LOOM ' +sGNCS CWM "M ATTACHE -67.5 PSF �A .L✓�A .l✓ s 7/0' ?;7.A R -TRUSS �i 3 3/Y % PD 6A R TRUSS AMEX IE ATTAC/ V/ m 114' x or PYedDU Cs0.o1 HEAD SCREWS PER STILE AT EACH CENTER !.`TILE •• ••• • • • • • •• PRODUCT RENEWED as co.. yang with the F%orida • • • • • • • • • • �• • PaNdhlg Cod! • • *0: • • sifift NO^ -Aro, 17-0517.12 R -TR= SPACER R-TTass SPACER�pD /0 (7 ExpeeatFoa 09106=22 � R-TTxTss sPACER 5A RF1 Product control RiRUSS SPACER .. ... r.?B • • • • •• • • • • • • • • •• • •• • • • • REV I Dmpncr IuE A Immmas 1n1 m 6 IftmIomm 1L/o 6 1 amm GlF37C mm PAX Ito • k�'(...S.ffwf JJ ff 5� Vx14' w r• LOOM ' +sGNCS ; ff• -67.5 PSF 64FL � 7 I>K Ga r KO C"mm CmA VOST•C-SALm NC sn" VVti NAxteom MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 ORT, IARC. MUSH & OAK SUNXT FANSU Sw I sow or a I wx OvAN I Raw mxm mr3a4 TABLE 1 DOOR SECTION HEIGHTS HEIGHT 8tm #2 1 93 1 #4 #5 #0 197 1 #8 yw M -m g 5 -go vi" ??1 t m 13!6' 21' 21" 21" 21' 21" 18" 18" 21' .� �11� 12• °� �. � i�8'� €1"S . '� ,9"$" +t2: 12' 8" 21" 18" 18' 18" 18" 18" 18" 21" •• ••• •• 11'.�6"y 21" 21" 21" 18" 18' 18" 21" 196" 21"121" 21"121' 21"121'1 • • 1z .iA° i!N in -.= 9'6" 21" 18" 18" 18" 18" 21' 8' 6" 21" 21' 21" 18' 21' Ms. r18" 7' e" 18" 18" -18" 18' 121" VW 21" 18" 18" TABLE 2 ffo,V-k--. PRODUCT RENEVMD r � F7WriK M-TIKWAN I �O/O Z� mmmml 4 ©D©TODD©©© 4 . .. • Dioduct G•ntrot • . V1tO0t1C:YW* • d* ti►dr r•o•�1)•p i7.lM• tt•!rr of i+•dow •• ••• •• ii©IIL�®ADO©®iiiiii® HIE 902M I m- • • • • . e • • W •• • • • • • ° ®uEm©ozlmMURPEU t' ®iiia �o m 00000 tl �osma gauz ALL TRACK ATTAcHmENT SPACING +/-2" ALLOWED NTtH 5YP OR SPF NO. 2 OR BETTER ONLY MOM PRODUCT RENEVMD r � F7WriK as coowpl [ft with the Florl I �O/O Z� OUCH"AftdinCede NQCoda 17-0517.12 4 Expt'aeo• 09/0612022 4 . .. • Dioduct G•ntrot • . V1tO0t1C:YW* • d* ti►dr r•o•�1)•p i7.lM• tt•!rr of i+•dow • . .. • .. • . Oil,, • •• ••• •• 9t"� . .. ... • • • • • . e • • W •• • • • • • ° ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • ••• • • ti9 I 060WRR cr 1013E PY A tm WWF 1RA+9 e lmulDm= I C ]AM-mmmloi�ps AP 9'x74 �� :��•'��`♦, �•� �- ti : . �••• e DESCt, LOADS +57.0 PSF ,,, •. -875 PSF i ST cE MMW•. "`�IVAt 4 WACT STAN FL .... o �T 2k1 I" am"= COWywo"JWEM. = z � MODEL #1200 HEMAGE 3000 MODEL #1200 OAK SUMMIT 3000 LOBI. IDNG, FLUSH & OAK SUMMIT PANE u I am R stj am "m I gcpYCt•�t►ri 2/5/2019 Building Sketch Viewer Miami -Dade County Office of the Property Appraiser Building Sketch Viewer Folio: 11-3101-017-0110 Actual Area: Address: 31 NW 92 ST Living Area: Owner: ROBERT BRUCE BURLEIGH LE Adjusted Area REM REBECCA LUND BURLEIGH 1,338 Sq. Ft. 1,128 Sq. Ft. 1,233 Sq. Ft. Building Number: J •] of i Roll Year: 2018 FPreviousl Next •0•• • • •r+• 0004•6 F' .•00•• • • • • • •• • 0000.• 12 •00.0• i -�2 0000.0 • ••• • • 0•.0• • 1FL ...... z, GRU 21 r :...:. . • —,s--: 6a rct �6r • GRU : Garage, Unfinished IFIL : First Floor Click here to see all Sketch SubArea Descriptions Generated on: 2/5/2019 Disclaimer: The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assume no liability. See full Liability Disclaimer and User Agreement. See full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp 1/1 STRUCTURAL SOLUTIONS, P.A.* Project No.: 19-002 5921-G West Friendly Avenue Date: 2/11/2019 Greensboro, North Carolina 27410 NC Firm #C-1096 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. For use with Florida Building Code 5th Edition (2014) and 6th Edition (2017). Building Address: 31 NE 92nd St Miami Shores, FL 33150 . 0000 0000.. Garage Door Width:.... $ ff ••' ••••�• Garage Door Height?•••• 7 ft• 609000 Basic Wind Speed:"000". 175fmp6 Exposurq:.0.... C 99:00' Mean Roof Heighlr;•'••• .... 11.5�#N• •••••• Least Overall Horizontal Dimension of Building;••:•: 33 ft '. from left building corner to edge of garage door opening 27- ;DistDistance �' Distance ance from right building corner to edge of garage door opening'..• : 43.ft .. 0 0 Roof Slope: any slew Positive Design Pressure = 35.6 psf Negative Design Pressure = -39.9 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, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind 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 garage doors that are manufactured by Entrematic. •••, 000 a0.. •` = No. 48579 '• STATE • • • STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579)