The URL can be used to link to this page

WS-18-1098Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address �m it Parcel Number Permit NO. WS-4-18-1098 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Issue Date: 4/28/2018 Expiration: 10/23/2018 Applicant 125 NE 105 Street Miami Shores, FL 33138-2032 1121360050110 Block: Lot: CHRISTOPHER TYSON Owner Information Address Phone CeII CHRISTOPHER TYSON 125 NE 105 Street MIAMI FL 33138- 125 NE 105 Street MIAMI FL 33138- Contractor(s) PRECISION DOOR SERVICE Phone CeII Phone (786)516-2772 (561)800-6063 Valuation: Total Sq Feet: $ 1,738.95 60 Type of Work: REPLACE 7.6 X 8 GARAGE DOOR No of Openings: 1 Additional Info: REPLACE 7.6 X 8 GARAGE DOOR Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $110.00 $9.00 $1.60 $126.20 Pay Date Pay Type Invoice # WS-4-18-67302 04/26/2018 Credit Card 04/26/2018 Credit Card Amt Paid Amt Due $ 76.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building 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 wo construction and zoning. Futhermore, I authorize the above -named contractor to dp tf work s Authorized Signature: Owner / Applicant / Contractor / "Agen 'II be done in compliance with all applicable laws regulating April 26, 2018 Date Building Department Copy April 26, 2018 1 BUILDING PERMIT APPLICATION k3UILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL 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 Master Permit No. Sub Permit No. ❑ ROOFING ❑ REVISION ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 12..5 NE IOST� S T City: Miami Shores County: Folio/Parcel#: //- Z / 34 - 0 - 0/ 1 0 Address: /025" AM-- /0.5' W jl City: /flit/ 3 /o2CS State: FL Zip: 33138 Miami Dade RECEIVEL APR 2 6 2018 CO' cL--1 (S2. iota wsl&-iogg ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: Is the Building Historically Designated: Yes 3 3) 3 $\' NO BFE: FFE: Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): C r,54717I\L/ 760 Phone#: J /3 "off 75--.23' , Tenant/Lessee Name: Phone#: Email: - V.$on/C.1& G /ifA/ _ , CoM CONTRACTOR: Company Name: Pe-EC-1S 1040 VY W SG'2V 1 C5 Address: IZ2yIs Sw (l.Q 4• (33-r 321-5-7L-z -n Phone#.3 ( 4-4 7C 3 / City: al lAM 1 State: Zip: 331 g ID Qualifier Name: LA.)ILA-1WYV1 ()ALb(N Phone#: -7 7; -Lt 75-733i State Certification or Registration #: Cl2%i 3307� Z Certificate of Competency #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: I-) 3 g .6 S Square/Linear Footage of Work: 60 Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: 0. C PLA •6 x 1l' Phone#: City: State: Zip: Repair/Replace, l^i J? Cr.6 L.- ❑ Demolition 1 r % > ,AA x, "5. 1 x i x nP` r 1 t, Specify color of 7:., color thru tile: Submittal Fee $ .Permit Fee $.,,,> I' lJ • ( CCF $ . CO/CC $,.f....' Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ' z�3 (Revised02/24/2014) Bonding Company's Name (if applicable) i Bonding Company's Address • 1 City : " ,.' State Zip Mortgage Lender's Name (if applicable) • Mortgage Lender's Address City,I '- ) I •"i1:, . 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. 1 "WARNING -TOE 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 ofsuchposted, notice,. the inspection will not be approved and a reinspection fee will be charged. . , s ^ ,No.' . .., i �-X / • Signature / — Signature CONTRACTOR ' ',," - The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this -iN0` - ;tnc.- �, Js-1►1 '� .�r ",:y ,'ir , day of l}-1Pe1L,20%9 ,by t , t , r W ttLL.tA V WALt E1J , who is personally known to - WNER or AGENT C. AR1SToPaitg-. TISO►.1 , who is personally known to me or who has produced as - me or who has produced identification arid who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************** APPROVED BY Sign: Print: Seal: ********** Plans Examiner c\c,n Vt\U -c SS >4 Notary Public State of Florida William Huntress My Commission GG 1377115 a Expires 09/15/2021 as *********** Zoning (Revised02/24/2014) Structural Review Clerk 4/26/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2136-005-0110 Property Address: 125 NE 105 ST Miami Shores, FL 33138-2032 Owner CHRISTOPHER A TYSON Mailing Address 125 NE 105 ST MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,895 Sq.Ft Living Area 1,642 Sq.Ft Adjusted Area 1,638 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1939 Assessment Information Year 2017 2016 2015 Land Value $230,638 $198,007 $163,894 Building Value $114,005 $114,005 $114,005 XF Value $296 $300 $243 Market Value $344,939 $312,312 $278,142 Assessed Value $285,969 $280,088 $278,142 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $58,970 $32,224 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 36 52 41 PB 41-51 DUNNINGS MIAMI SHORES EXT NO 1 LOT 11 BLK 201 LOT SIZE 75.000 X 123 OR 18243-4817 0898 1 Generated On : 4/26/2018 Taxable Value Information 20171 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $235,969 $230,088 $228,142 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $260,969 $255,088 $253,142 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $235,969 $230,088 $228,142 Regional Exemption Value $50,000T $50,000 $50,000 Taxable Value $235,969 $230,088 $228,142 Sales Information Previous Sale Price OR Book -Page Qualification Description 09/04/2013 $360,000 28811-3716 Qual by exam of deed 08/07/2009 $245,000 26974-3001 Qual by exam of deed 08/01/1998 $135,000 18243-4817 Sales which are qualified 01/01/1996 $117,000 17079-4962 Sales which are qualified 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: 1 Miami Shores V ;'.<age 8 tr Amarr G� Doors f5 CaciiagYe C rR V in toil- ait C,� OE: t �Fhis NOA is bem' g �, • • s r der the applicable rules and regulations governing the use of construction materials. The d rentation attb?' been reviewed and accepted by Miami -Dade County RER-Product Control Section to be uM' iSadand other areas where allowed by the Authority Having Jurisdiction (AHJ). be v is after the expiration date stated below. The Miami -Dade County Product Control Section (In Mia'ounty) 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 Zone. • • • • • DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Stctignal Garag'Door up • to 9'-0" Wide (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing No. IRC-9509-180-21, titled "Model 950 Hey lade, /c Moaer655 Oak • • Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1•thqugh 3 qf•3, cjated • • 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, gigged'and sailed ph 06/13/13 by Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product►C.:NAV revisios6tamp • • with the Notice of Acceptance number and expiration date by the Miami -Dade CotttrtyProduct•Gwntrel • Section. • • • • • MISSILE EVIPACT RATING: Large and Small Missile Impact Resistant • LABELING: A permanent label with the manufacturer's name or logo, 3800 Greolnv‘ ay Eircle7Lawrence, Kansas, 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. TERMIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0505.11 and consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPROVED BY DATE ZONING DEPT MIAMI-DADE COUNTY OI9I4 T.(ONTROL SECTION Gxi n ' nr__oS05 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND MONO_MIGinx_S_OURC,ESAREE_1 / 1 Miami, Florida 33175-2474 BOARD AND CODE ADMLNISTRAATION DIVISION T (786) 315-2590 F (786) 315-2599 S" ' O COMPLIANCE WIT 1-1 ALL I-L-DEffAL NOTICE OF ACCEPTANCE (N AB , , ,• • vvvvw.mi midade.aov/economy I ATE AND CO1 JNTY-DU11FS ANu Li, ; DUI ATIONS APR 2 6 2018 • • MIAMWADE COUNTY APPROVED NOA No 17-1010.03 Expiration Date: September 4, 2018 Approval Date: December 14, 2017 Page 1 • Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files 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 lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed on 06/13/13 by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 13-0503.06" 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc., dated 06/11/2013, 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 D 1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, 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' 2g ga steel gat.ec oor Model 950, prepared by American Test Lab, Inc., Test Report No. ATI•NC 0129.01513R, . • • 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 FBO 444S 202-94 • • • 2) Large Missile Impact Test per FBC, TAS 201-94. • • • • • ; • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203'94 • • • . • along with marked -up drawings and installation diagram of 9'x 7' MoaieT 50D Heri ie with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American 'ntil.ab, Inc Test • • Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealectby'D$vid W.. Johiison, • P.E. "Submitted under NOA # 08-0718.01" . C. CALCULATIONS "Submitted under NOA # 13-0503.06" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.01" 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 5th 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. Isnaq L Cbanda, P.E. Product Control Examiner NOA No 17-1010.03 Expiration Date: September 4, 2018 Approval Date: December 14, 2017 E-2 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. None. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6tb Edition) dated 09/11/17, premvd, signed and sealed by Thomas L. Shelmerdine, F.E. F. OTHER 1. This NOA revises NOA # 15-0505.11, expiring 09/04/18. E-2 .... .. . . . . ....• . •. .. .... . . .. .. .. . . • .. • • • • • • . • • .. .. . .. • • • • .. \.c�,G,.,�� Ishaq I. Chanda, P.E. Product Control Examiner NOA No 17-1010.03 Expiration Date: September 4, 2018 Approval Date: December 14, 2017 12 GA GALV. COMMERCIAL TOP ROLLER BRACKET ATTACHED V/(4) 1/4' x 3/4' HEX HEAD SCREWS PER BRACKET TYPICAL TOP FIXTURES N.T.S. ADJUSTABLE ROLLER CARRIER ATTACHED V/ (2) 1/4' x (2' BOLT. A NUT PER BRACKET 3 5/B' 22GA R-TRUSS ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREVS AT EACH CENTER STILE 2' 10 BALL STEEL 5' MIN STEN ROLLER SEE (TABLE 2> ON PAGE 3 FOR RFI'OlA4NOE0 SECTION CONFIGURATION__ (.6681HW STILE ' ADJUSTABLE SLIDE BRACKET ATTACHED V/42J I/4-ED x 5/9' TRACK BOLTS AND )OUT 1.4 GA DINASAFE AJUSTABLE ROLLER CARRIERS ATTACHED TO 3 5/8' 22GA R-TRUSS I/4' X 3/4' HEX HEAD SCREW 3 6/9' EWA R-TRUSS ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREWS SEE TABLE 4 ON PAGE 3 roe STILE PLACEMENT 9' 0 11AX INSIDE ELEVATION N.LS, 14 GA LANASAFE co HINGE ATTACHED V/ (2> 1/4' x 3/4' LET( READ SCREWS TYPICAL IXJRASAFE END HINGE, MT.S06 LE M 3/4' MIN Fief SEAL 3/13'H X E2 GA <I) U4-20 x 5/0'TRACK < SPLICE BOLT AND NUT PER JAMB BRACKET (4GA ➢URASAFE CENTER HINGE ATTACHED V/ (U 1/4' x 3/4' HER HEAD SCREWS TYPICAL DURASAFE CENTER HINGED T (TOP) SEE (TABLE D ON PAGE 3 FOR STRUT SPACING 4GA 1RATASAFE ROLLER CARRIERS ATTACHED TO END STILE V/ (31 L/4' x 3/4' HEX HEAD SCREVS PER CARRIER 2' 10 BALL STEEL 9' LONG STEM ROLLER SLIDE LOCK EN6AGE5 INTO VERTICAL TRACK ON BOTH SIRES 5/11' MIN ERGAGENENT (SNAP LATCH, OR LOCK BAR OPTIONAL) ATTACH V/<2) 1/4' x 3/4' HE1( HEAD SCREWS 20 GA. CALV, STEEL END STILE 1 SIDEROOH (--- (SUPRRD DT INSTALLER) ATTACHED WITH Of TOG-L TO DOORS SKIN AND <2) (3) 20 GA CENTER STILES TOG-L-LOC AT THE TOP AND ATTACHED V0TH CO BOTTOM RAIL TOG-L-LOC AT THE TOP AID (1) 7/16' OA. BOTTOM RAIL AND ADHESIVE BOLT RETAINER TO INTERIOR rACE PER ROLLER 2-GAM STEEL THA0( 3 5/0' R-TRUSS) TRACK TRCKHLSB CONE VERTICAL JAMB TRACK MOUNTING I)FTAII No. R OR BSO aETTER) SPF N.T.S. 2' TRICK 24 0A NW EXTERIOR SKIN N/OAXE0 CH POLYESTER FlMBH STILE STIFFENERS (3) LOCATED IR HINGE IEILE(S) 014 TOP SECTION MILT HOLES FOR STRUT ATTACHMENT II' STRUT IS REOIINEN TYPICAL STILE STIFFENER() H,T.S V IENTf2CMk15 % El INCHES 5/16' x 1 5/9' LAG SCREW <D PER JAMB BRACKET • • •• SECTION W.T.S. OPTIONAL VENT DETAIL() N.T.S. 2' YOGA STRUT ATTACHED V/ • • • • IK HERD SATEVS • AT ORD 41D liTE: 1LE • • • • • • • • • •• • • • •• 2' L0 BALL STEEL • • • • 5' RN STV H0.V•• • • • • • • • . • • • • • •TYgieAL 20;TO13 • • • • • N'Til%• • • • • • • • • A -A (SIDE VIEW) GA C0M>ERC.IAI. TOP FIXTURE ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) I/4' x I/O' BOLT AND NUTS (s (I> 3 5/8' 22GA R-TRUSS PER SECTION THROUGH> END HINGE 14 GA. 3 5/8'N X 22 GA (3 5/9' R-TRUSS) GALV. STEEL R-TRUSS ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE AND (2) 1/4' x 3/4' HEX HEAD SCREWS AT EACH CENTER STILE 2' 20GA STRUT AT BOTTOM PANEL GMT. STEEL RETAIN eEit000C0'18SV1660 V/ BOTT011 SEA. is complying Iva Iho4l0lid• Y•a(Tlit Cede A Atom/Dine' 663 PR8 3 GA FLAG BRACKET ATTACHED TO WOOD JAMB V/ <31 5/16 D1A X (-5/8' LAG BOLTS AND TO TRACK V/ (4) 1/4'-20 x 5/9 TRACK SPLICE BOLTS AND HUTS SPLICE TRACKS AT THIS LOCATION T( 4) I C-20 TRACK SPICE 8(ILTS k NU13 1)E 0 JA1(e D1D1 (3) R/16' 24A. ■ 1-6/e' 1A0 BOLTS (1) 6/10' DIA. x 1-6/e' LAG BOLE ATTACHED TO JAW AT EA JA118 BRACKET 12 ETA. CALK STEEL JAMB BRACKETS ATTACHEP H/ (1) 1/4'-20 TRACK SPUCE BOLT k NUT EE (TALE 3) ON PAGE 3 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 0'0' UP TO I4 TALL DOORS P 4OTEUC r REVISED tl Coaplyl*g with 11/4 Moils binding Celle Accepl••ce No 17-/0/0d 3 L7pk 66.. Doh <FIO'.1 7 p i$ PEe�u4ti Cu1Y•l PLY OESO•D7N CF B l8C64S DATE BY MIRAGE A 21DTEC 1E133. 865 &FC3 AIID 01-11-03 SOT LARGE MISSLE IMPACT RESISTANT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • BOTTOM BRACKET 13 9A ATTACHED V/(3) 1/4' X 3/4' HEX READ SCREWS PRODUCT V1060 Mcomplying 96(8>e flexida D41Al6 %Code AmecosM)D Dlo - SO .06 Holrot HY 6414 Product Co•ND1 MID ARCBBD W13/11 CRC MAX SIZ€ - 1111111110A1F1, 9 x 14 ---a `,,11 `. SHE .% DESIGN LOADS i `4, QS Q9F I 4511 PSF $€ mxttl.c�Q. \,�GCNSFF*.4 -80.3 PSF s! w A:• 004 "� I„ Ce 15 f? trlii g y. STAY ' OF lite LARGE MISSLE IMPACT RESISTANCE FL 21T.L.,,trr 161 CARRIAGE CANT VINSTON-SALFJ(, TLC, 2710E VVVANA LCO1 MODEL 960 HERITAGE (24 GA) 1000, 2000 MODEL 666 OAK 8UM10T (24 GA) 1000, 2000 SHORT, MONO, PLUSH, AND OAK SUMMIT PANELS 97E MI BY UJ DA)E 03/12/03 ORAX9kMAW B DER® BY All DALE 00p4/93 IRC-9509-180-21 9aT1CF3 SPECIFICATIONS AND NOTES I. ALL THE L0A0 FROM 114E DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230,0 LBS/FT & -271.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED OATH STANDARDS AS SET FORTH BY DASMA. 4. 000R SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R-TRUSS PER SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REMITTED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAYANG IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF AU. COILS USEO TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAD SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAR. TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILRIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. AVAILABLE TRACK CONFIGURATIONS N. T.S, INTERIOR OF GARAGE DESIGN LOADS +230.0 LBS/FT -271.4 LBS/FT MAX. WIDTH 8'0' [4-- 11111 1 111 1 11 SEE NOTE 2 WOOD JAMB ATTACHMENT TO STRUCTURE ? X 6 VFRTICAI JAMB ATTACHMENT TT1 VERO FRAME STRID:T)1RF 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THE14 20' O.C. (I I/O' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT T(1 P 000 PSI CONCRETE HILT) KWIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' 0.0 C2 I/O' EMBEDMENT) H1LT1 SLEEVE ANCHOR 3/0' X 2-3/4' STARTING 6' FROM ENDS THEN 18' MC, <E 114' EMBEDMENT) ITM/RAMSET REDHEAC 1TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. C2 1/2' EMBEDMENT) 8 X 6 VERTICAL JAMS ATTACHMENT TO HOLLOW C-90 BLOCK SIMPSON 1/4' X 3' TITER SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS <3 APART) AT 8' ETC. <1 I/2' EMBEDMENT HILTI 1/4' X 2-3/4' KWIK-CON 11+ SCREVS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 0' DC, CI 1/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 DI ECK (2000 PSI GROUT) HILT1 SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENOS THEN 22' OZ. <1 1/4' EMBEDMENT) <OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) ■LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE, ■PREPARATION OF WOOD JAMBS BY OTHERS •• • • • STRUCTURE • • • • • • • • • . + 1 2-3/4' HIN 1-l/2'IMIN 61766 JAJ4B • P' ••• • 3'•NIN TRUCTB BLOC STRUCTURE .>c1 4' • • • • • • • • • • • • • • • • • • • • • • - • •• • OOOOO • • •• • • • • • • • • •• • • • PROBUC F REVTREA s<=al1 whit the PUN& eg Cede C1g11Er9. T7-/o(0-03 PRODUCT REVISE') es > comply*Code the Melds V NR A e R ,1tuARRRke,..613.06�se 1,621YIJ8 . 4 PEo&d $T' DESIW0111 IF REINNIS LIAR DT A AFRVA101 A 2D7FEE DIP MO RPS7 4O8) 06-I1- 6 SIX 601ID 10 Rt 310 10/p/IE IRE a �• 1�� 19Ax114E1 $ HE( 4# DESIGN LOADS •-� • I , �P,�NSFF + yg / { �7 u, LARGE MISSLE e M SITAATE OF :�4/� ac16401ce � �.;• **RTOP��a�� i �S/ON` iE 1.* 4 FL $� 163 CARRIAGE COURT VOSTOI-SALEK, KC 17103 INVAIWIRCEIR MODEL 000 IDTR)TAG6 (24 0A) 1000. 2000 11002L 605 OAS 0010112 (24 GA) 1000, 2000 SNORT, LONG, RASH, AND OA6 SUMMIT PARRIS 31E E8A618T OU ME 03/I2/03 0011S011A6f0' 8 ace or A4 0A)E 03/14/10 RC-9509-180-2( NET I EF3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A BCDEFG H T n Ti. kin 1 Ir -A s-• I; 7' 5 1/2' 16" 37 58" 76 1/2" 8' 5 1/2" 16" 34" 52" 70 88 1/2" 846' 5 /2? g16 me agyi "��` ii ? ., ;,,`."c 94'1%2t% 55Fg1//2" 13" 31" 66f7" 85" 100 1/2" �p�9' '.'cY'-g c ,"e.tIa_ Y.S" =j1 �44.9�"� �:Y.E 3." mL: `Q8eft , t; d1f,. _ 10' 51/2" 16" 37" 58" 76" 94" 112 1/2" :Vi O L tte igfi iAPI14 RASot( 4,14X1 11' . , 5 1/2" 18" 34" 62" 70" 88" 106" 124 1/2" r? if660 VIM ',VS 07,ag'0' 'rib i8 W =1:01; - a 3„y" 0 12' 5 1/2" 16" 37" 58" 79" 100" 118" 136 1/2" 13' 5 1/2" 16" 37" 58" 76" 94" 112" 130" 148 1/2" T.• 1 v.�,6.�� IL �a,'?�:�. ll` �9„� 3q� IF � �,,.� ' �00.3 1118� ��1,38z f �;+rt.%g'. 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2" TABLE 3 TABLE 2 DOOR HEIGHT SECTION HEIGHTS Bt�m� #3 #(5 �j#.2 MI h#4 rag#/7 .ry#86 13' 6" 21" 21" 21" 21" 21" 18" 18" 21" igaril Mg 4t4i fr,A0 :18 }' QM$'! 1a; 5 ,21 :. 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" �'A 7�j�}� x c:J zf:K.�i:C„ 4 ,y Z�l�''::Y".Irk y.jaz ';21� L R2. Sn°'� TI-1 �21f[- ,j t i�al ��?: .f71:. Jam.' 11' 8" 21" 21" 21" 18" 18" 18" 21" 10' 6" 21" 21" 21" .21" 21" 21" :COM igll W111214; 1 B tattk ON 9'6" 21" 18" 18" 18" 18" 21" ,`y�,.'. IA' Yam'",,, ! ' 1 -1i taw 1� .•. y n 8' 6" 21" 21" 21" .18" 21" .Sp /�1& :=,'iFr>.!'r+lT;�ri>�r .g} �L1.��: ••11Z `��.,rae ,..21: f .�1p 4a FnJ.S?�. k1 ��F� 7' 6" 18" 18" 18" 18" 18" 6' 6" 21" 18" 18" 21" DOOR HEIGHTA TRACK ATTACHMENT SPLICE BCDEFGH I J K L MN S 7' 3" 14" 27" 38" 46" '56" 68" _ 76" �. 2 1,iL : s ...K:0 1 tin al T .. s 'S:S-4"q7 � Y '.vA. 8' 3" 14" 27" 38"y� 46" 56" 68" 78" 88"r Vim' 93t ' gri - "��Z, - A. ti % ` .'t'. �v 3i°.'�IRi ' , 7 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" I' T fge 11 li OM 13. $ f Tt] NM 1 .. rm. 10' 3" 14" 27" 38" 46" 56" 68" 78" 8811 100" 112" -if--- WO f "i„?8•t-` "Or h"nw10 ir8 124" 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" Ix " n " ) w Uf 1 f I ..� � R11:� m �+ It► :� �.a aK' .1e% fi 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 1,10" 1124' : ; • ; • ; 136" a-,.) if�� 111'M1 lyVINsy". 1 O' 1'T itiCO II OW IMO M1 4 148" 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" �"6' �i ... �5:� „ �xi rang* !13� 5..,.a 5-i �yj/[�� rSh.];.:. ; �1, 1i�.' ^�� e � s F__. Mi -� IM .;�y�^x^ ,1. ��._�i'S'v�'� �1R/��ytr �'.. -�21 �f�` fl q��111{fr}t li. ��•'L= 144" ' .a �-.�� : •-v0'' ; 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" ?QC?' 114" 122'; r34'• ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP GRP SPF NO. 2 OR BOWER ONO( • • TABLE 4 Section Width (ft) Panel Type Center Stile Location (Measured from Left Edge) 1st (in) 2st (in) 3rd (in) '46-3):s o1 , SF g4r812 A$ OQQ . _ 7A [4 8'j0 Long 24.000 48.000 72.000 810 Bead 24,625 48.000 71,376 1'"t24g. xh-,''-.Sto- R 24316 7 $9 7.3 812 Long 24.500 49.000 73.600 8'12 Bead 25.125 • 49.000 72.875 fq immot,440.4111KM KW:WM ; `7,@' A;' 814 Long 25.000 50.000 75.000 8'14 Bead 25.625 50.000 74.376 8'18 Long 25.500 51.000 78.500 816 Bead 26.125 51.000 75.875 ftiltal 2S: Via- .0,205 8'18 Long 28.000 52.000 78.000 8'18 Bead 26.625 62,000 77.375 8.4: asong°r"dviO3 ' 3.14.9, % 346 8'[10 Long 28.500 53.000 79.500 8'(10 Bead 27,125 53.000 78.875 :,Q-" ' :$hott. - 7 6,9M 1: 4iQ.0O. r il'a R4.AX' 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.625 54.000 80.375 REVISED -complying S • car eritis De Amiga Ann/macsRonan Code 6 ✓ - eats S63 P 0, plod24 % 44A;1 1;i 1•It -- mower iuivise0 rmewl*. win the Florida Code Acenpumee 6 :1L8 Denbo Omani PRODUCT/IWlSED ♦s complying wider Florida DIM, Code py ��llis�� M caw •1' CESOSICH Q MASS PATE 81 A NIHN10IE12D75 It0U. EW k101 faro 06-11-01 Ad 8 IIDCEDI IBC i010 I8/13/11 CRC f D z 4gg i\\\\\3 i11 ItF DESIGN LOADS PSF ;4 a` -,,+Pc'"\ ,ENS7:::# s 0Q -60.3 PSF �4 �.). \' % • �, e- W �ti; No 0048570 �s 01 t_,-{(� STATE OF .4Ef LARGE'l8IS51E ,.� RE0PTAti a �� °e�Rss� O R °„vs �` FL "4'°2NA� ,�\,, 9� Ifs CABRW=C CWIT VI"0TONdAL1M, RI: 117103 WV.WPRCON MODEL 060 HERITAGE (24 GA) 000, 2000 MODEL 006 OAK SUMMIT (24 GA) 1000, 2000 SHORT, LONG, PLUSH, AND OAK SUMMIT PANELS 971 6BAwI BY H3 0.01E 63/l2/03 MAME 188/63 B CED00Br NF aAa 03/11/63 (RC-9509-180-21 9E11 3 G 3 ••• • • • • ••• • '• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Folio: Address: Owner: 11-2136-005-0110 125 NE 105 ST CHRISTOPHER A TYSON Miami -Dade County Office of the Property Appraiser Building Sketch Viewer Actual Area: Living Area: Adjusted Area: 1,895 Sq. Ft. 1,642 Sq. Ft. 1,638 Sq. Ft. Building Number: 1 • of 1 Roll Year: 2017 Previous Next 2 1177 23 z ONE 3 • EN1 : Enclosure w/o Plumbing • GRU : Ga age, Unfinished • • • • ONE : One Story . • • • • • • • • •• • •••• • • • Generated on: 4/5/2018 • •• • • • • • • • • • • • •• • • • • • • • • Disclaimer: • • The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information% &Ngid. The PjoTAr�•F� •praiser dr1t1•alani- Dade County assume no liability. See full Liability Disclaimer and User Agreement. See full disclaimer and User Agreement at http://www.•midade.gor(yfo/dliclaimer.psp• • • • • • • • • •• • • • • • • • • • • • • •• • •• • • • • • • •• • ' STRUCTURAL SOLUTIONS, P.A. * Project No.: 18-002 Date: 4/9/2018 5921-G West Friendly Avenue 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: 125 NE 105 St Miami Shores, FL 33138 Garage Door Width: Garage Door Height: Basic Wind Speed: Exposure: Mean Roof Height: Least Overall Horizontal Dimension of Building: Distance from left building corner to edge of garage door opening: Distance from right building corner to edge of garage door opening: Roof Slop: .• . .. . 8ft 7.5 ft 175 mph C � 11.5 ft 49 ft 2ft 20 ft.. any sfope • Positive Design Pressure Negative Design Pressure ?••••_40.6c_s1>:_ 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 Soldtlprft, P.A. by .. • others. These calculations do not address the structural adequacy of the jambs or other supporting stru i .•• 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. STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579)