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WS-18-121Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date. 2/9/201 8 Permit NO. WS-1-18-121 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Expiration: 08/08/2018 Parcel Number Applicant 990 NE 94 Street Miami Shores, FL 1132060350040 Block: Lot: ROBERT JENKINS Owner Information Address Phone Cell ROBERT JENKINS 990 NE 94 ST MIAMI SHORES FL 33138-2917 Contractor(s) PRECISION DOOR SERVICE Phone CeII Phone (786)516-2772 (561)800-6063 Type of Work: REPLACE 9X7 GARAGE DOOR No of Openings: 1 Additional Info: REPLACE 9X7 GARAGE DOOR Classification: Residential Scanning: 3 CANC L EL Available Inspections: Inspection Type: Final Review Building Review Building Review Building 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 ,• ` ` i Pay Date Pay Type Invoice # WS-1-18-66140 01/16/2018 Check #: 1151 02/09/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 76.20 $ 76.20 $ 0.00 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 contractor %toAo th,w. stated. Authorized Signature: Owner / Applicant / Contractor / Ag®ht February 09, 2018 Date Building Department Copy February 09, 2018 1 Ac9RD CERTIFICATE OF LIABILITY INSURANCE `....�' DATE YV 06/18/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. OR ALTER THE COVERAGE AFFORDED BY THE POLICIES THIS BETWEEN THE ISSUING INSURER(S), AUTHORIZED IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the po icy, certain policies may require an endorsement. A statement on this certificate doss not confer rights to the certificate holder In lieu o1 such endorsement(s). PRODUCER Brown & Brown of Brevard 6905 N. Wickham Road Suite 501 Melbourne i FL 32940 CONTACT Annie Donovan NAME: PHONE (321)757-8886 FAx 757 (arc No. Ert►: MIC, No): (321 ) -8687 ADDRESS: adonovanQbbbrevard.com INSURER(S) AFFORDING COVERAGE NAIL e INSURERA: Southemowners Insurance Go. 10190 INSURED • Precision Holdings of Brevard, Inc., DBA: Precision Door Service 2395 S. Waxhinglan Avenue Titusville FL 32780 INSURER B : Owners Insurance Co. 32700 INSURER C : INSURER D : INSURER E : INSURER F • • ,..,v.v,. nvu,u,.,a. 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 POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD - LASH MD POUCY NUMBER POUCY EFP (MM/DDIYYYY) POUCY EXP (MM/DD/YYYY) LIMITS A X COMMERCIALGENERAI UABun Y 72400489-18 07/01/2018 07/01/2019 EACH OCCURRENCE s 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) a 50,000 MED EXP (Any one parson) $ 5.000 PERSONAL & ADV INJURY g 1,000,000 GEN'L X AGGREGATE UMITAPPLIES PER: PRO - POLICY JECT LOC OTHER: GENERAL AGGREGATE 5 2,000,000 PRODUCTS - GS 2,000,000 Employee Benefits s 1,000,000 g AUTOMOBILE X _ LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY — _ SCHEDULED AUTOS1 NON -OWNED AUTOS ONLY 50400489-01 07/01/2018 07/01/2019 COMBINED SINGLE LIMIT (Ea accident) s 1,000,000 BODILY INJURY (Per person) $ BODILYINJURY Per accident) 5 PROPERTY DAMAGE (Per accident) $ Uninsured motorist $ 1,000,000 A X UMBRELLA I.IAB EXCESS LIAB — OCCUR CLAIMS -MADE 5040048900 07/01/2018 07/01/2019 r..,,,�,,,.URR ' CE EACH OCCURRENCE $ 3,000,000 AGGREGATE s 3,000.000 DED X RETENTION S 10,(300 S WORKERS COMPENSATION AND EMPLOYERS' marry y / N ANY PROPRIETORIPARTHERIEXECUTWE OFFICER/MEMBER EXCLUDED? pi (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below / A PER STATUTE OTH- ER E.L. EACH ACCIDENT S EL DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY UNIT 5 DESCRIPTION OF OPERATIONS / LOCATIONS I 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 Rontract. License #CRC1330772 - Residential Contractor r= CERTIFICATE HOLDER CANCELLATION Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores ACORD 25 (2016/03) 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 FL 33138 01988 2015 ACORD CORPORATION. AI rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 ►'I Permit No. Uti S iiaster Permit No. Permit Type: POMMffit ST► uCTU 24_ t_ CAiver JOB ADDRESS: ICAO E 431LAV 51— CLZED City: Miami Shores County: Miami Dade Zip: ?3 v Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): -0 p-'r z l Z 1 5 Phone#: 12 (n -21 - Q 1 S� Address: 01 GU N J et H S I ae_er City: !Y) : A-rn State: EC - Zip: 33i 3g Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Wei' J 1.(2 O Address: 122 4 5 Slyrt- City: NA State: Al�a�ie i A M LU t, N StateCertificationor Registration #: CRC, ' 33 01-4 2 Certificate of Competency #: Zip: Phone#: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ t • Ga Square/Linear Footage of Work: %3 Type of Work: °Address °Alteration UNew 1Repair/Replace Description of Work: P-E 17 U4C Q X t GA 2AbE tCOQ- °Demolition *********************************************************************************** Submittal Fee $ 50 rt r d Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (.0 4 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 O�R or AGENT The foregoing instrume was acknowledged before me this Ac5r44 day of NJOI 11A6E(2.-- , 20 1-1 , by c.)en n C , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: 1/l..P.�• _ \J�/ \ ) Print: Seal: ************ AM Notary Public State of Florida William Huntress My Commission GG 137785 %ar w" Expires 09/15/2021 APPROVED BY * ** Signature 1,4)-, Way& CONTRACTOR The foregoing instrument was acknowledged before me this oZOT day of NI OV GYV\6C-e. , 20 1-7 , by U.) 1 (.1-1 A- 1 (.)l41DiA) who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Ai Ai Ott APO l'04. Notary ' ub is William Huntress My Commission GG 137785 �l4 of Expires 09/15/2021 *************************************************************** Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3206-035-0040 Property Address: 990 NE 94 ST Miami Shores, FL 33138-2917 Owner ROBERT JENKINS LOURDES JENKINS Mailing Address 990 NE 94 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/2/1 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,273 Sq.Ft Lot Size 12,553.25 Sq.Ft Year Buik 1951 Assessment Information Year 2017 2016 2015 Land Value $338,583 $351,913 $383,016 Building Value $164,745 $165,059 $165,373 XF Value $0 $0 $0 Market Value $503,328 $516,972 $548,389 Assessed Value $183,888 $180,106 $178,855 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $319,440 $336,866 $369,534 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Senior Homestead Exemption $50,000 $50,000 $50,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MAGEE & HAWKINS SUB PB 51-5 LOT 4 LOT SIZE 84.250 X 149 OR 14509-1891 0490 1 Generated On : 1/16/2018 NE ''9 4'i f Taxable Value Information 2017 20161 2015 County Exemption Value $100,000 $100,000 $100,000 Taxable Value $83,888 $80,106 $78,855 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $158,888 $155,106 $153,855 City Exemption Value ( $50,000 $50,000 $50,000 Taxable Value $133,888 $130,106 $128,855 Regional Exemption Value $50,000 $50,000 $130,106 $50,000 $128,855 Taxable Value $133,888 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 04/27/2015 $48,800 29604-4786 Corrective, tax or QCD; min consideration 07/15/2009 $100 26942-4277 Affiliated parties 04/01/1990 $137,500 14509-1891 Sales which are qualified 11/01/1971 $41,000 00000-00000 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 http://www.miamidade.gov/propertysearch/ 1/16/2018 www.precisiondoor.net t aL.10 11- 32.Oo -035 -0040 990 NE " T» 5-r . rYtiiAmt SKOQ-ES I PL. 3313V i J 2.0 war :• •. • • • •• •• •• • • • • •.•• • ...• •• • .,. • • • • • • lr 1 • • • ••• • • •••• • • • •• • • • •• • • • • • •• • • • • • • . •• • RECEIVED FEB nt DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors 125 Carriage Court Winston-Salem, NC 27105 SCOPE: DE COUNTY TROL SECTION 6 Street, Room 208 Florida 33175-2474 0 F (786) 315-2599 midade.gov/economy .... This NOA is being issued under the applicable rules and regulations governing the use of construcyon mate .1s .She documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product to ttrol Wail to be • • • •; . used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiciion.(A13J). ; • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countymalt Control Section (In• • • • • • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ligki So have this product os ....: material tested for quality assurance purposes. If this product or material fails to perform in Oita accepte4 miter, the • • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, rttedify,•or susinnd tjle use of . such product or material within their jurisdiction. RER reserves the right to revoke this aeiptance, if it is" iettrminee1**:: by Miami -Dade County Product Control Section that this product or material fails to nth! requirements of the • • applicable building code. • • • • • This product is approved as described herein, and has been designed to comply with the F'Igrida•Byilding row• • including the High Velocity Hurricane Zone. • • DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Boor 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 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 Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision 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, 3800 Greenway Circle, Lawrence, 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. 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 shalt 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 # 15-0505.1-1 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. MIAMI-DADE 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 B. 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. TESTS "Submitted under NOA # 13-0503.06" •• • • • 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by Ai l can Test L•ab',4c., ...... dated 06/11/2013, signed and sealed by David W. Johnson, P.E. :.• • • 2. Test report on Evaluation of Painted or Coated Specimens Subjected t4 Gp�osive • ' • ....• Environments per ASTM D1654 & ASTM B117, prepared byArchiteatusal Testing lnc., Test;....: Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed byGaisy T. H p� P.E. • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBe'i:AS 202-9o1. . . . • • • 2) Large Missile Impact Test per FBC, TAS 201-94 ' • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 201-V1 •: 4) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 20219A • . • . . . ...... ...... • .. ...... along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel gataearoor ' • 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 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed by David W. Johnson, 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. SheImerdine, 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. F. MATERIAL CERTIFICATIONS 1. None. STATEMENTS 1. Statement letter of code conformance to the 5th edition issued by Structural Solutions, PA., dated 04/08/2015, Shelmerdine, P.E. E-2 (2014) FBC and no financial interest signed and sealed by Tomas L. -- Is�aq L Chanda, P.E. Product Control Examiner NOA No 17-1010.03 Expiration Date: September 4, 2018 Approval Date: December 14, 2017 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 D. MATERIAL CERTIFICATIONS 1. None. 000000 • • • • • •• • •..•.. •••• • • ••.. ••.. •••. •• . • . • • •• • •••• ••.... •' • ••.••. • • ••.... • • ••.. ••••.. • • ••• •• •• • •• • . •• •• • . . E. STATEMENTS • . • . ...• 1. Statement letter of conformance to FBC 2017 (6th Edition) dated 0 41/17, prepv•gd, signed and sealed by Thomas L. Shelmerdine, P.E. ' F. OTHER 1. This NOA revises NOA # 15-0505.11, expiring 09/04/18. E-2 •••.. • • ••.•. •••••. • • 000000 • • •••.•. • • Ishaq I. Chanda, P.E. Product Control Examiner NOA No 17-1010.03 Expiration Date: September 4, 2018 Approval Date: December 14, 2017 12 OA GALV. WA(ERCIAL TOP ROLLER BRACKET ATTACHED V/C4) 1/4' x 3/4' HEX HEAD SCREWS PER BRACKET TYPICAL TOP FIXTURES BLS. SEE (TABLE 2) ON PAGE 9 FOR RECO6IEHDED SECTION CONFIGURATION STILE LQCAT10N� ADUUSTABLE ROLLER CARRIER ATTACHED V/ (2) 1/4' x V2' H0.74 MIT PER BRACKET 3 5/8' 22GA R-TRUSS ATTACHED V/ (6> 1/4' x 3/4' HEX HEAD SCREWS AT EACH CENTER STILE 2' 10 BALL STEEL 5' MN STET( ROLLER BCE SEE TABLE ON PAGE 3 A SEE (TABLE D ON PAGE 3 FOR STILE PLACEMENT FOR STRUT SPACING 14GA ➢URASAFE CENTER HINGE ATTACHED V/ (D 1/4' x 3/4' HER HEAD SCREWS TYPICAL OIIRASAFE CENTER HINGED N.TS. THRIXILA (TOP) ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4-20 x 5/9' TRACK BOLTS AND HUT 14 GA ONRISAFE AJUSTABLE ROLLER CARRIERS ATTACHED TO 3 5/8' 22GA R-TRUSS 4/(2) 1/4' X 3/4' HEX HEAD SCREW 3 8/8' 22GA R-TRUSS ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREWS 3 3/4' KIN. SNIERDON 9 0 HAX INSIDE ELEVATION H.T.S. 14 GA OIAASAFE END HINGE ATTACHED V/ CD) 1/4' x 3/4' HEX HEAD SCREWS TYPICAL IOJRASAFE END HINGE N.T.S. FIEAEDIE SEAL (SUPPLIED BY INSTALLER) (9) 20 GA CENTER STILES ATTACHED 1418 (2) TOG-L-LOC AT THE TOP AO BOTIGH RAIL AND ADHESIVE TO INTERIOR FACE 4G0. ➢URASAFE ROLLER CARRIERS ATTACHED TO ENO STILE V/ (9) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER 8' 10 BALL STEEL 9' LONG STEM ROLLER SLIDE LOCH EHGADCS INTO VERTICAL TRACK ON BOTH SIDES 5/0' NM ENGAGEKENI (SNAP LATCH, DR LOCK BAR OPTIONAL) ATTACH V/(2) 1/4' x 9/4' HEX HEAD SCREWS 20 GA. CAW. STEEL END STILE ATTACHED V11H O) TOG-L 10 DOORS SKIN AND (2) TOG-L-LOC AT THE TOP AND BOTTOM RAIL (1) 7/18' 011. PTA RN1Fa ER 5/8'H X E2 GA 2' RALV. STEEL )RACK G) 1/4-20 x 5/('TRALIC <3 5/0' R-TRUSS) TRAGIC DIMNESS .08.1. SPLICE BOLT AND MIT PER CONE VERTICAL JAMB JAMB BRACKET SW SPF TRACK MOUNTING DETAIL (N0. 1 OR BETTER) N.T.S. N.T.S. 5/16' x l 5/8' LAG SCREW (D PER JAMB BRACKET 2' THICK 24 OA SUN EXTERIOR SKIN *MAKE° ON POLTESIER FINISH STILE STIFFENERS (3) LOCATED IN HINGE HOLED) IN TOP SECTION ONLY HOLES FOR STRUT ATTACHR0T OF STRUT 10 REOIORED) TYPICAL STILE STIFFENER° H.TS, OPTIONAL VENT D£TAIL° N.T.S. E' 60GA STRUT ATTACHED V (2) 1/4' X 3/4' 1EX HEAD SKEWS AT ENO AND CENTER STILES 2' >0 BALL STEEL 5' NOI STEN ROLLER SEC110N A -A (SIDE VIEW) N.T.B. 2 GA CO4P18CIAL TOP FIXTURE ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SKEWS ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4' x I/O' BOLT AND NUTS (I) 3 5/8' 2PGA R-TRUSS PER SECTION (THROUGH) F END HINGE 14 GA. 3 5/8'H X R2 G0. (3 5/8' R-TRUSS) GALV. STEEL R-TRUSS ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE 4189 SCREWS) AT 08611 GENT RX STILE 2' 20GA STRUT AT BOTTOM PANEL ONT. STEEL RE1A1NERPRODUC1'ASV::EO V/ BOTTOM SEAL Y(Dp .0�y,,..y��*km. WOOD* AOsegrt etm No 4C7! 0 5 3 GA FLAG DRAGNET ATTACHED TO V00D JAMB V/ (3) S/16 DIA X 1-5/8' LAG DOLTS AND TO TRACK V/ (4) 1/4'-20 x 5/9 TRACK SPLICE DOLTS AND NUTS SP/IJ(CE 1R/8.CKS AT THIS EOCAION 50414.9E 140 JAI(8 41 (3))6/IB..0N• x IN 0/0' LAO BOLTS 1) 6/10' CU,. x 1-5/8' LAG BELT ATTACHED TO JAMB AT EA 0168 BRACKET 12 GA OALV. STEEL JAMB BRACKETS ATTACHED. W/ (I) 1/4'-20 TRACK SPLICE DOLT a NUT EE (TABLE 3) EB( PAGE 3 FOR JAMB BRACKET SPACING TRACK CONE1GURAECN FOR 8'8' UP TO 14' TALL 000R5 LARGE MISSLE IMPACT RESISTANT TYPICAL B0TTON BRACXSS • • • • • • •• • • • • •• • • • • • • • • • • ••• • • • • Pi01K)CF • • • • • 99909•IY • • • • Bd16.;C •• ••• •• BOTTOI BRACKET. 13 GA ATTACHED V/(3�> Ve4' X 3/4' 1(Ei WA; S6REVS ERT'Irtl M • • • • • • • • • • • • • • ♦ • • •• theI & • so Ogg Product 002001 • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • •• •• • • • • • • • • • • • • •• •• • PRODIIC F REVISED AS complying 14lh Tk FI81W* funding dia6 C94k Acceptance N0 1 /-/O/O C 3 £3pi(nd0. Once <Ar 0 (f8 70 I $ iy Is1-.`.�) I.Cc(�...- EI�aK Pra•ret ewitel RY DLIRP➢0(DEEDS ONE B( A 8 /MA CH A Z0715 1O88188FG0X680 12-11-62 SCR (TDA ARC DLO *VG DBC 9 0 84E fRB3 `%%% !B)SHEL/1. ��'� DESIGN LOADS 4> J a, S 461.1 PSF ggic ,.'�4:•�c.NSF ;�O �. -80.3 PSF 8e w �U:• d Jam: uu * gg It LARGE CTSLEL ZZ��' ..0R10P J�imp RESISTANCE °'4SStONii► E�O`� a,1 FL 24,Tstrr� 169 MIENS( CART VIM:TON-SALER, KC. 87I05 VA/A)MRLCUI MODEL 860 MIMICS (24 CA) 1000, 2000 MODEL 666 GAR SULDOT (24 GA) 1000, 2000 SHORT, LONG, mist!, AND OAK SOSIMI1 PANELS STE DAM BY 01 DAIE 05/12/63 DAMS IM'WI 8 ammo kE DAIS 01/14/9I IRC-9509-180-21 9IOT 1 (f3 SPECIFICATIONS AND NOTES 1. ALL THE LOAO FROM THE 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 0F: +230,0 LBS/FT & -271.4 LBS/FT 3. 000R AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED T'IT11 STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0216)) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER F1NISH 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 REGISTRED PROFESSIONAL ENGINEER FOR Y4ND LOADS INDICATED ON THIS DRAWING iN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTE0 ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, -4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST REPORTS WflR1 CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. 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 DAOE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. AVAILABLE TRACK CONFIGURATIONS N. T,S. INTERIOR OF GARAGE —�- MAX. WIDTH 9'0` DESIGN LOADS +230.0 LBS/FT -271,4 LBS/FT IIIIIIIIIIIJ SEE NOTE 2 WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 6 VERTICAL JAMB ATTACHMENT T)1 mina FRAME STRIN:TIIRF 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 20' D.C. C1 I/2' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO P.9011 PST CONF.RFTF HILT! KWIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O,C. C2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/0' X 2-3/4' STARTING 6' FROM ENDS THEN 16' OC. C1 V4' EMBEDMENT) ITV/RANSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 la' EMBEDMENT) X 6 VERTICAL JAMB 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' DC. U 1/2' ENBEMEND HILTI 1/4' X 2-3/4' KWIK-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS CIF FASTENERS C3' APART) AT B' MC, (1 1/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO GRCAIIED C-90 BLOCK (2000 PSI GROUT) HILTI SLEEVE ANC DR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 22' O.C. (1 1/4' EMBEDMENT) (0R, USE FASTENERS FOR HOLLOW C-90 BLOCK) *LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. *PREPARATION OF W0011 JAMBS BY OTHERS WOOD STRUCTURE CONCRETE STRUCTURE 1/2' H111 2-3/4' MIN 50 JAMB • • . • . • • •. • • • • • •• ••I •• • • • • • • • • • • •' • • • • • • • • •• • ••• MRODUC F REVHTl3p 6alii0°w•PlYatsiaid the nen& epi*•a No I?-/o/O-03 Expinds• Mat (S PRODUCE itRYPIED raeembl o•.dlh the Flceld• liendiis Cade Acceptance No Expireteat sy •• . • •• • • • • • • • • •. • • • • • •. • • • • • ••• • • • • • • • •. • • .•. •. Of*• • • .•' •• • • • 000 . • • PRODUCT REVISED BtlidP• T ISePWIdi Ondle Ne 03, 06 k�g.e�/' z RBI IX/VIM Of ROMS DAH B1 A AMMO D37071EC 1CR Bi kr6 AOH1 06-I1-07 M' B MAIDD18C B10 10/0/11 IFS 0 oT lM9Al4 DESIGN LOADS 1l FS -0.3 PSF �; id Q9 f,T y.¢X II' — p *C3¢ _$ STATE OF •Wi`> LARIAPAISSLE ,9_ g RESISTANCE J-4' �a✓°�Si•C pR19,.�(>,((' ! 81 (45 CARRIAGE COOT VTNSILLI-SALEII, NC S71(3 VWNK9RW4 MODEL 1360 HSRITAG6 (24 OA) 1000, 2000 MODEL 806 0AX SUMMIT (24 CA) 1000, 2000 SHORT, TANG, FLUSH, AND OAK SUMMIT PANELS PE RAIN BY OU OAK 03/17/03 R(KSO BA18ER' 8 OECODBY AR DAR 03/14/03 IRC-95O9-188-21 • HET 2 (F 3 TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A BODE F G H T 'OM ; ra -' t' 1-' 3 tt1 7' 5 1/2" 16" 37" 58" 76 1/2" 7. 001 ' CM g7 „ RAFIP•114. 8' 5 1/2" 18" 34" 52" 70" 88 1/2" 8 :611g. OM; ; W4 sag O 4 w:s ' ' ::t- V. /2 51/(2" 13" 49"9y''� 67"6�7(,y 85' 100 1/2" MOM ��pp9' ;;Yi,46444. 5r h M1, .� .„�3�A1 at"1�.�` z wit* t r° ¥8a$ '33, '; 10' 5 1/2�,�"t 16" 37" 58" 76" 94" 112 1/2" A410 OM AO ES.7.16 Zgiz *7 0'k x s aP 11'- 5 1/2" 16" 34" 52" 70" 88" 106" 124 i/2" 41L64 5 tI Mg t en%,e' ,i''ti!' *2 p.'441Mr -c 0-0 I` L 12' 5 1/2" 16" 37" 58" 79" 100" 118" 136 1/2" 'AMER SF lt'"Y 6 r34,0 leoni tan e@;i-v's108Ye, `-. T^12 112j,/2Th 13' 5 1/2" 16 37" 58" 76" 94" 112' 130" 1461/2" T"'1' lC li ` DM I M t f 5 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 1601/2" TABLE 3 TABLE 2 DOOR HEIGHTyyL�f1 SECTION HEIGHTS #2 #73 #,5 #6 #7 #8 .^.1 Y✓ Q ��Bt..�t�m� i:SrRl."4,1�. �2;134 /#4 ..+w14 1 l a`2.�.''�^�`� r= r 13' 6" 21" 21" 21" 21 21" 18" 18" 21" t n' NNW' 417Ka 1 gilt 18' V21 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" 1t_a: 4 ;144 f214-:21 ill :2::071 eit 1A8 11'6" 21''21" 21" 18" 18" 18" 21" MN ' OttlIO he Oa Mil 10' 6" 21" 21" 21" 21" 21" 21" Mi:g .E10,010 iga 52'1 '.2.1111 V11I't Wk. 9'6" 21" 18" 18" 18" 18" 21" 'Ogdl a#' 1,8,'s, ITA MIX' an 0:8' 8' 6" 21" 21" 21" 18" 21" 7' 6" 18" 18" 18" 18" 18" 6' 6" 21" 18" 18" 21" DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C D E F G H I J K L MN S 1) i A r i "(4�6" I a'b= 7' 3" 14" 27" 38"� 56" 66�8}"��j 76" :r ! an C SAC 4_V,f ti."�+l }yt arts, ,��."4y - ' W -C4i ,,:p,Fx',h SQ 8' 3" 14" 27" 38" 46" 56" 68" 78" 88" iF I ' 6 1 s � rE iglw �i� -,g � Y� !' r� `gym 14 ti 'x .fit' K:.-{ ti, � : i�gk� �r..w, �; 9' 3" 14" 27" 33�8" 46" 56" 68" 788" 11(0�0" alb ' »'>✓rU'r 4h?'.:i:s '. .OW'i3O. ". Of �888" Wit ' ti '�k ,/, J. r' ?y I *E+ 10' 3" 14" 27" ,'�..a 38" 46" 56" 68" 78" 88" 100" 112" f ' ! 3$t�,' 11.x56' T1,q KM a1 QQ'a' itin rlf 8. 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" r l e� 6" "E'"�,'S.`., ..,s�a,.,;t '51 1A:r.Et377. 41 �sx4..�kt ii h ,lA� 7j � t � �.,. . ":68� - VA �i .�' ��j1( `,.tn'"'�; (� ibt7' i`;��?`''33{"..x�, �(#` la" �_� " s t • �� ; �� 'i �E.AJfl 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" 1 II Yew. " .. ti 3K 1' '; t t ' 7 uLt �? I ' ia- 96.E I r r W 8 ti^ 1 1 e 1 22f-. r- 4444 rt 1 . 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 3" r'- It s1 6 ' rr:` ' $iO Il 4 ": 11111 i OM'' N .:'� - z; ,:r tIN 68.E Il g78".: YID . tl 1 b0A II .QQ.,11 11 �Y� 13 t I � `� # tiO ' Yz,� 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 161 ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP OR SPE NO. 2 OR BETTER ONLY • • • TABLE 4 Section Wldth (ft) Panel Type Center Stile Location (Measured from Left Edge) 1st (in) 2st (in) 3rd (in) IgB 0 ., , sha[W V- 4i3,11 s ,4.:Q09. ti 1 li 8'10 Long 24.000 ' 48.000 72.000 810 Bead 24,825 48.000 71.375 nIt t.191.I. ' -310.Y, k, 49:900, r it-VAMA< 812 Long 24.500 49.000 73.500 8'12 Bead 25.125 49.000 72.875 rO %`?ufiJ)`4/( '''MP8T, aM5Q;000 t7§ 9 8'j4 Long 26,000 60.000 75.000 8.i 4 Bead 25.625 50.000 74.375 Mat:- 1'5010 ? l@'p 9 6r090 8 P7=i 8'16 Long 25.500 51.000 78.500 8'!6 Bead 28.125 51.000p 75.875 $tis) tevst Q'[I: ' . i-,;a .� i1�i ? ! A�..�i'Ld. .e ZY244M 78.000 8't8 Long 28.000 52.000 8';8 Bead 26.625 52.000 77.375 '_8 0_: $l g(T aVi03401, 510,0.0.s 8:9 ' 8110 Long 26.500 53.000 79.500 8110 Bead 27.125 53.000 78.875 44 0 .` 3;. S.h44it 3 r-27 54 000; ° ; 0 404, 910 Long 27.000 64.000 81.000 9'10 Bead 27.625 54.000 80.375 /RODUC C e¢Y151318 coopl ies iib tie Pled& bodies Cade Acceptance No 171 / Elp Lad le •ate o 24 •• ••• • • • • • • • • •• • •• • • • ••• •• .••• • •• BROQUCf 4aV►9e0 •ocalasye7 wilt 0e FlRridt 1801dimp Cede Aca"aw 14' ,..,,,I( •v CESOP ut cr R.ISORO A RIFdV01t01707 FE: 10YL OAKS FWD e6-0-e 901 8 1EOH3 13 HEM 10/0 SIC BAYS BY +at.t Psr m?'.. pL1Yg, P'f��sDES9AxN1OADS so°lnHEup(,/,a ,� NSoTA0T048O57f9.op.° 4 -80.3 PSFE, ' e �E8r„f LARGE'MIME IMSTAN REsisrANCE a 4'5' 0�`�`�, g� • •• FL 1�YL"Rtw •ltd tro�ObbtTrri�M wa nrpbrkb ••• ••• • • • • • • • • • • • •• • • •• • • • • • • v6 PtoGM C0004 ••• • • • • • •• • • • • • • • • • • ••• • • • • • ••• • • • • • ••• • • • ••• • • • • • • • •• • ••• • • ••• ••• •• O• 167 CARRIAGE COURT VIRSTON-tM.OI, 4 L710S WVM"AR.CmC MODEL 560 HERITAGE (24 GA) 000, 2000 MODEL 606 OAR SUMMIT ((24 CA) 1000, 2000 SHORT, LONG, PLUSH, ATM OAK 1305610T PANELS SII CRAW110 MA OAK cynics DOSE ENO B Gomm A1F 8411 03/uu/61 )RC-9509-180-21 SEI3 M3 STRUCTURAL SOLUTIONS, P.A.* 5921-G West Friendly Avenue Greensboro, North Carolina 27410 NC Firm #C-1096 Project No.: 17-002 Date: 11/29/2017 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7- r 30 Part 1 for Components & Cladding, based upon the design parameters listed below, using the Loa Combinations in Section 2.4.1. For use with Florida Building Code 5th Edition (2014 Building Address: 990 NE 94 St Miami Shores, FL 33138 Garage Door Width: 8.5 ft Garage Door Height: 7 ft Basic Wind Speed: 175 mph Exposure: C Mean Roof Height: 10.25 ft Least Overall Horizontal Dimension of Building: 44 ft Distance from left building corner to edge of garage door opening: 3 ft Distance from right building corner to edge of garage door opening: 3 ft Roof Slope: any slope Positive Design Pressure = Negative Design Pressure = 35.4 psf -40.2 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. *..,......a 1r STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579)