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WS-16-2184Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. WS -8-16-2184 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Issue Date: 11/18/2016 Expiration: 05/17/2017 Parcel Number Applicant Owner Information Address Phone Cell MARK CAMPBELL 373 NE 92 Street MIAMI SHORES FL 33138-3133 (305)754-2318 (305)528-3037 373 NE 92 Street MIAMI SHORES FL 33138-3133 Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: $ 1,000.00 0 Type of Work: REPLACE EXISTING 7"-0" H X 16" GARA No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee s Permit Fee Scanning:Fee Technology Fee Total:, Amount $0.60 $2.00 $2.00 $0.20 $5.00 $110.00 $9.00 $0.80 $129.60 r c Pay Date Pay Type Invoice # WS -8-16-60855 08/03/2016 Check #: 4095 11/18/2016 Check #: 4144 Amt Paid Amt Due $ 50.00 $ 79.60 $ 79.60 $ 0.00 In considera '.n of the issuan pertaining ereto and in stric acceptin. ,this permit I ass require, for ELECTRICAL OW cons RS AFFIDAVIT: ruction and zoni Available Inspections: Inspection Type: Final Review Building Review Building Review Building k covered hereunder in compliance with all ordinances and regulations ecifications submitted to the proper authorities of Miami Shores Village. In ent, servants, or employes. I understand that separate permits are G and SWIMMING POOL work. Applic Build'` g Department Copy d that all work will be done in compliance with all applicable laws regulating to do the work stated. ontractor / Agent November 18, 2016 Date November 18, 2016 1 ‘A,C^c\km\ o\V'v oi)- (01 r) Y BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS 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 FBC20(Lf Master Permit No. w s (6 -21 B Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: i! J t City: Miami Shores County: Miami Dade Zip: 13 €5 Folio/Parcel#: ( ' 31-0(..* • G 1 3 00 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): VI P Z..— A CA {M Phone#:'30 S S. i' • 3 03 7 Address: 31 J `�2 ► i�-�� City: W1 ' I P✓11 S im (1,F4 State: ‘. —U(r-/l PA- Zip: .7313 Tenant/Lessee Name: Phone#: Email: tM I 11 Yvl I C A M P lS E (.,. L 11)00. C 0 M CONTRACTOR: Company Name: i M. Qw A r - Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification nr egistration #: DESIGNE:tilArchitect ngineer: I vt k k C4 V %P(i1 �L L Certificate of Competency #: Phone#: 3t' Y7 S `l • Z 3I Address: '1 S 0E- °I°7— i - Z 1 City: IAA/7I S SState: Zip: 33 1 36 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ NewRepair/Replace ❑ Demolition Description of Work: i - i° (-46-e--f)(f 5 77,U 4 'at Jif I.4-. X 1 ,) t ( w 2A-4 E 40612 Value of Work for this Permit: $ 1 000 Specify color of color thru tile: (� Submittal Fee $ Permit Fee $ 1 10 CCF $ go c90 CO/CC $ 0 Scanning Fee $ 754,t, Radon Fee $ Z Technology Fee $ ° 0o Training/Education Fee $ • Z 0 Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ .q- • (Revised02/24/2014) DBPR $ 2 Notary $ • CO 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 promise in good faith th whose property is subj for the/first inspectiq_ inspection will not b condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must t a cop of the notice of commencement and construction lien law brochure will be delivered to the person nt. Also, certified copy of the recorded notice of commencement must be posted at the job site s after the building permit is issued. In the absence of such posted notice, the fee will be charged. Signature rAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this .1R day of 4O , 20 1 G , by day of , 20 , by Vj (Z(L 0A(V1 e) L—., who is personally known to , who is personally known to me or who has produced Rt )1 \ me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Seal: o�oRt, Notary Public State of Florida Sindia Alvarez c Pa My Commission FF 156750 9j1'oFFites Expires 09/0312018 Sign: Print: Seal: *****************************>N************************************************************************* APPROVED BY (Revised02/24/2014) t wJ Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAM E: 1/1/1 AVA,,( c(Vi,v 14)I3t. (-L DATE: ' 3 ` i ADDRESS: 7 3 N .fcr 1 Z `71 Z''1" S J L... T(31 3 cc Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; !further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and tracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by coybpr municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee.,erstand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations ,�p Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contthe Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of th ' rmation that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this O3 day of16US7 , 20 (� 0AtA-r--.E.A.__ who was personally known to me or who has bAK as identification. r• �. dostyP% Notary Public State of Florida s r ^ Sindia Alvarez ), a of My Commission FF 156750 Expires 09/03/2018 TARY _+� MIAMO COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 981h Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the 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. EDiSCRIPTION: Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/ Window Lite Option (DP +48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional ClArage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6.0f 6,.prepared loy.l- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County rredttit • Control renewal stamp with the Notice of Acceptance number and expiration date 1lyt'1le1Vliami-P>hde County • • • • Product Control Section. ..•• FMISSILE IMPACT RATING: Large and Small Missile Impact Resistant *••••• .... .... LABELING: A permanent label with the manufacturer's name or logo, manufacg address• f oj1 /series •' • ••• tt number, the positive and negative design pressure rating, indicate impact rated if ap:plieable, instal[atton instruction drawing reference number, approval number (NOA), the applicable test:4;1;4(1s, ds, and til • • statement reading `Miami -Dade County Product Control Approved' is to be located on die door;ssittt'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 bedifno Change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 renews NOA # 14-0814.08 and consists of this page 1 and evi .en a pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P. MIAMt.DADE COUNTY APPROVED f NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No. HETI-11-3206, dated 02/10/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-021702" •.. . . . •••• . . . . 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure fest,•of"SeLfioilal Residential Door with Windows" prepared by Hurricane Engineeriii li'festing ]•nc.; Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Eithel E. Dr2 4S.eda, P4 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Resided -WA Doof ;pteipared •••• Hurricane Engineering & Testing Inc., Test Report No HETI 03-13/, dated 0715/2003 • • • . signed and sealed by Rafael E. Droz-Seda, P.E. .• .. •. •. • 6. Test Report on Tensile Test per ASTM E-8 of "Sectional ResidentIRl•ftr (skin)" prepared • • by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, date3 10131/2003, signed and sealed by Rafael E. Droz-Seda, P.E. • • . . Submitted under NOA # 03-0210.04 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. •• • C. CALCULATIONS "Submitted under NOA # 14-0814.08" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. E-1 *114-fri'd/V J5' Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01" 1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their.... Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 11/10/2011' 4 expinxgcrim 01/11/2017. •• •••• ••• 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North 7irhhEic'a Inc, fills their Expanded Polystyrene Block Insulation, approved on 02/24/2i r ana • • • expiring on 02/24/2016. • "Submitted under NOA # 05-0228.02" • • • • • . • 6. Test Report on Accelerated Weathering Using Xenon Arc Light App.vatx Test per. • • ASTM GI 55 of "PVC Extrusion Material", prepared by Hurricane Enginlering & . Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signectand sgaled !;y Valhi E. • Droz-Seda, P.E. • • • • • •• • •• • • •• • 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prelY fredby Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NDA # 14-0814.08" 1. Statement letter of code conformance to the 5th edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E -2 • O 7-1/2" X 2-1/4" X 18 GA. CALV, STEEL CENTER HINGE W/ (4) ((14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) 7-1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE W/ (6) (/14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) 7-1/2" X 2-1/4" X .071" GALV. STEEL CENTER HINGE W/ (4) {(14 X 5/8" SMS WITH DELRON SLEEVE (OPTIONAL) CENTER HINGE LOCK 2/ DOOR PUSH NUT 1" W X .15 THK. LATCH., STANDARD LOCK .` SPRING LOADED SLIDE BOLT (BOTH SIDES), FASTENED W/ (4) #14 X 1/2" S.M.S. \ 9 --_- 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS .158 DIA, GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7"X3"X0.1" STEEL PLATE WITH (4) ((14 X 3/4" SELF DRILLING SCREWS BRACKET STD. LIFT DOOR 00014 HEIGHT CONSISTS OF TOTAL N Of 'U' BARS AT EACH DOOR 6'-85 6r-9" 2 SECTIONS 18" 2 SECTIONS 21" 3 1 SECTION IB° 3 SECTIONS 21 7' 4 SECTIONS 21" - 7'-]" \ ,( I '\---__. - 7'-6" 5 SECTIONS 18" - 7'-9" 4 5600085 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" 4 8'-6" 1 SECTION 18" 4 SECTIONS 21" 8'-9" 5 SECTIONS 21" - 9' 6 SECTIONS 16" - 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9'-8" 4 SECTIONS 16" 2 SECTIONS 21" 9 -9" 3 SECTIONS 19" 3 SECTIONS 21"21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10'-3" 1 SECTION 18" 5 SECTIONS 21" 10'-8" 6 SECTORS 21" - 5 10'-9" 6 SECTIONS 16" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11'-]" 4 SECTIONS 18" 3 SECTIONS 21" 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" 11'-9" 2 SECTIONS 18" 5 SECTIONS 21" 12' I SECTIONS 18" 7 SECTONS 21" 6 SECTIONS 21" - 12'-3" 12'-6" 6 SECTIONS 18` 2 SECTIONS 21" 12'-9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 56040415 18" 4 SECTIONS 21" 13'-3" 3 scams 18" 5 SECTIONS 21" 13'-6" 2 SECTIONS 18" 6 SECTIONS 21" 6 13'-9" 1 SECTION 16" 7 SECTIONS 21" 14' 8 SECTIONS 21 - 14'-3" 146" 6 SECTIONS 18" 3 566110745 21" 5 SECTIONS 18- 4 SECTIONS 21" 14'-9" 4 SECTIONS 18" 5 SECTIONS 21" 15 3 060110415 16" 6 SECTIONS 21" 15'-3" 2 SECTIONS 16' 7 SECTIONS 21" 15'-6" 1 SECTION 18" 8 SECTIONS 21" 15'-9" 9 SECTIONS 21" - 16' 6 SECTIONS 18" 4 SECTIONS 21" BRACKET LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS CENTER STILE OUTSIDE HANDLE OUTSIDE KEYED LOCK OPTIONAL LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE REFER TO SHEET 2 FOR U -BAR PLACEMENT TOP FIXTURE 5-1/2" X 2-3/4" X 0.1° STEEL PLATE WITH ONE 5/16-18 MS IN/ NUT FASTENED TO END 511LE WITH (6) 4114 X 3/4" SELF DRILLING SCREWS SEE SHEET 4 FOR TOP BRACKET OPTIONS CENTER STILES SEE SCH. 'A' OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE t- - T _ —, '1 _ N 8'-0' DOOR HEIGHT o CW U o - -.Y �- \ / \ ,( I '\---__. 7 -- / _JI s_____ An IJlI'l I-II f I is _ _. _.. 6 .mss— r,--_=•—�- , �_. _ _-�''- OPTIONAL VENTS (3) 5" WIDE AT 7" 0.C. MAX. OPNC. AREA NOT TO EXCEED 120 S0. IN. L OPTIONAL FLUSH FACE MAX. DOOR WIDTH WOOD GRAIN DESIGN END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) ((14 X 5/8" SMS .I8T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR 16'-2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR (/14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT CENTER STILES SCHEDULE 'A' • • • • • • 8-0" TO 9f-10"411 • • OA • • • DOOR WIDTH• • • • • •• ••• •• • CENTER STILES CONFIGURATION DOOR WIDTHS N OF CENTER STILES 8'-0" TO 9'-10" 10'l0" 111yyy1yffff�� I '-!cP X12'•-0" 1i-10" •14 1 0 •'•.1. T` 15'•11"•T0 18-7 • • •• 2 2 3 4 5 0 10'-P t0 0 rl • " •41 :00% WIDT$S • • • rziri 12'-0" TO 13'-10" DOOR WIDTHS ••• • • • • • • • • • •• • ••• • • • • • • 14&2 TO 15'-10" 0 0R WIDTHS DAB DOORS INC Hurricane Master® Model 824/811 Max. Size 16'-2" X 16'-0" High With Window Lite Optiog/�,Tc DESIGN PRESSURE RATING /= + 48,0 PSF - 52,0 PSF GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (F8C) FIFTH EDITION (2014) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL 8E AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • ••_ • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• DOOR WIDTHS f DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS --202, TAS -201 A: TAS -203 FOR 19/1-12 AND A5T1A E1886-05/ASTIR 61995-09. Engr; JAVAD AHMAD CML FLA. PE CAN. 0 2015 PRODUCT RiNBWW as 014.1111161. •etw4R a Plaids ABgplew No I= .o! e 'MAW ref • Fi cc V grl Oki 0 c .•O: 4 as 60 0 01 10 S V 93 i 0 S 0 g [drawing no. 98_05 (sheet 1 of 6 15-11" TO 16'-2" • • ••_ • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• DOOR WIDTHS f DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS --202, TAS -201 A: TAS -203 FOR 19/1-12 AND A5T1A E1886-05/ASTIR 61995-09. Engr; JAVAD AHMAD CML FLA. PE CAN. 0 2015 PRODUCT RiNBWW as 014.1111161. •etw4R a Plaids ABgplew No I= .o! e 'MAW ref • Fi cc V grl Oki 0 c .•O: 4 as 60 0 01 10 S V 93 i 0 S 0 g [drawing no. 98_05 (sheet 1 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • m4U 1 ISCETION 4 L_ I 1001104 8 ( 1 SCETION 6 I■11111 MO 5CETION J -..I} 50(1108 7 000 0001100 7 � .I�I� AL-FAROOQ CORPORATION 1 ENGINEERS & PRODUCT DEVELOPMENT 1235 SW. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264.8100 FAX. (305) 2626975 m SCETION 2 M �M I SCETION B I� SCETION 8 _ 50000N 1 • SCETION 5 777 .. _ �._.----,_ :. r.�=�. �..: _ 4 SECTION DDDR SCETION / SCETION 4 1 HMO RANGE (3) U 6'-6' TO -BMS 7'-0' SCE00N 3 SCETION 3 �. I SCETION 2 SCETION 2 SCETION 5IIII /111 _... .... 11001109 5 .._ Nk -SCETION 1 • —� I d SECTION DOOR 8 SECTION DOOR SCETION 4 :ry:-- -- HEIGHT RANCE 2'-6' TO 13'-J' HEIGHT RANGE 13'-8' TO 14'-O' SCETION J • NM (5) U -BARS (6) U -BARS SCflMN 2 11111_ SCE7109 2 .1.11111,11/ SCETION 9 1:2 -4 -TA -ROLL FORMED STEEL SECTIONAL GARAGE DR.)I DAB DOORS INC. 12195 N.W. 98 TH. AVE. HIALEAH GARDENS. FL. 33018 TEL (305) 556 - 6624 • SCETION 1 �_ SCETION 1 ' �` scree 8 ____ __ _ 7 • _ 5 SECTION DOOR 3_50,11411.1/00 Y SCEDON 7 HEIGHT RANGE 7'-6' TO 8'-0' HEIGHT RANGE 6'-3' TO 6'-9' "_• (3) 1.I -BARS (4) V -BARS _ __ SCETION 6I SCERON 5 SCETION 6 ��• SCE710N 6 ��l I SCETION 4 I SGETION 5ill Illi SCETION 5 ,1111 NM SCETION 3 �• SCETION ♦111 SCUM 4.M1 �I• SCEIION 2 • SCETION 3 I-�I-I_• SCETION 3 II _..__ I SCETION 1 ME�`�._. IMI1I�I�I. OF yam' V0 10 2z . 2 2 SCETION 2 . SCETION 2 — -- - - a SECTION DOOR SCETION 11. 111 � - 1 SCETION I �■ ■�■ ■ IIEIGM RANGE 4'-3' TO 15'-9' (6) U -BMS 6 SECTION DOOR 4 SECTION DOOR HEIGHT RANGE 9'-0' TO 10'-3' HEIGHT RANGE 10'-6'PgPg (4) U -BARS (5) U -BARS • 00(110N 10 �•_ SCETION 9 __. — SCETION 7 _ 5CETION8 _'_ I _ �_ I 0 0 _ - SCETMN fi I—I. -. — - _— - __ - SCETION 7 � 20-oS•�0 y1 9 d N ISA • •• ••-- _ _ SCETION 6 .__— .___ __r. •••••••• ...' SCETION 5 •• • • • • 1 • SCETION 5 J N N 0 1 II .. SCETION 4 SCETION 3 •-� 111111 100110N 4 Engr: JAVAD PHMAD .__—_ C Ml SCETION 3 -111•-I - 2 FIA PE 059•• /T SCETION 2 • ••- • •• • • • .SCEIION1•• !iP!!' • •• • drawing no. 98-05 - --• • • •• •1Y1IR • • • • • • • • • `.. 1� �� ___. .. __--- / 11' 3 0 2015 Gi nr �...""' HEIGHT RANGE 0'-9' TO 12'-3' - - 10 SECTION DOOR •I{AN ". holm, Camel (4) U -BARS HEIGHT RANGE I6' -O' (6) U -BARS (sheet 2 Of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO /14 X 5/8" S.M.S. AND TO END STILE W/ FOUR /14 X 3/4" SELF DRILLING 5. 1ST SECTION (80TTOM1 REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.G. 16 GA X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO / 14 X 5/8" S,M.S. AND TO END STILE W/ FOUR / 14 X 3/4" SELF DRILLING SCR. 1/2" X 1-3/4" X 16 G5. OPEN TUBE 0 TOP & BOTTOM" OF EACH PANEL INTERMEDIATE SECTION REINFORCING _ OPTIONAL STOP MOULDING 8Y DOOR INSTALLER 1-3/16" 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING g1/1 HINGE SM5 1/2' X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RNETS 1-7/8" X 2-5/8" X .049' STEEL • CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RNETS # 14 X 5/8" S.M.S. r 4/ HINGE USE REINFORCING 'U' BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS 16 GA X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO / 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR / 14 X 3/4" SELS DRILLING SCR, 24 GA. STEEL PANEL FLAPS BENT OVER PANEL -\ TOP SECTION 3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE EDGE __ DISTANCE 1 A' :A° `-11-,3/1"7. 1117 111 q (r:� 11.. 014.1 • V • • • • • . • •7-1/2"•X q50 11 INTERIOR SID L• • 7-1/2 X .071" V • • • GAL* STEEL • • • • • i�ND ROLLER HINGE • • • CROFTER 11i1NGE• • • • • „ ARD 0 • • • • • _j,�8 PUSIMIUT • • • • • • • • • 1.82" DIA. X .50" STEEL ROLLERS (STD.) • INSTALLED ON ROLLER SHAFT 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)— NUT SECTION B -Q 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) WITH 5" STEM STEEL TRACK 14 GA. X 2-1/8" X 1" (STAND 12 GA X 3-5/16" X 1-1/2" (OPTIONAL FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8' TRUSS SLOTTED M.S. & LOCK 1/2" PUNCHED HOLES) F''I ® 4" 0.C. 0.I I 112 7 3/16" POP RIVETS 1 AT 4" O.C. (6) FOR 21" STILES (5) FOR 18" STILES 024" STL. PANEL • ENO STILE 7 1 OUTSIDE OF DOOR zg a' 0 w og< 0 � cyRO 8 040,1 L SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/8" POWER -BOLT BY 'POWERS' 2' MIN. EMBED INTO CONC. 2' MIN. EWE 01ST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & NUT Engr: JAVAD AHMAD CML FIA. PE 70592 C.A. 538 302015 PRODUCT RENEWED Lodb• mPla•Wr61•MD►1A9 VW1t1• MIWINCo9a�i / 0 �e/ Pinky Owed 6 Eli 9 g+ 2 2 2 ^0 a 0 M 0 8 9 5 drawing no. 98-05 sheet 3 of 6 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • u 1 • • • ••• •• • • • • •:: •• • • • •• •• • •• • • •• • • • •.. • • •• • • rJ / A , EDGE __ DISTANCE 1 A' :A° `-11-,3/1"7. 1117 111 q (r:� 11.. 014.1 • V • • • • • . • •7-1/2"•X q50 11 INTERIOR SID L• • 7-1/2 X .071" V • • • GAL* STEEL • • • • • i�ND ROLLER HINGE • • • CROFTER 11i1NGE• • • • • „ ARD 0 • • • • • _j,�8 PUSIMIUT • • • • • • • • • 1.82" DIA. X .50" STEEL ROLLERS (STD.) • INSTALLED ON ROLLER SHAFT 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)— NUT SECTION B -Q 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) WITH 5" STEM STEEL TRACK 14 GA. X 2-1/8" X 1" (STAND 12 GA X 3-5/16" X 1-1/2" (OPTIONAL FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8' TRUSS SLOTTED M.S. & LOCK 1/2" PUNCHED HOLES) F''I ® 4" 0.C. 0.I I 112 7 3/16" POP RIVETS 1 AT 4" O.C. (6) FOR 21" STILES (5) FOR 18" STILES 024" STL. PANEL • ENO STILE 7 1 OUTSIDE OF DOOR zg a' 0 w og< 0 � cyRO 8 040,1 L SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/8" POWER -BOLT BY 'POWERS' 2' MIN. EMBED INTO CONC. 2' MIN. EWE 01ST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & NUT Engr: JAVAD AHMAD CML FIA. PE 70592 C.A. 538 302015 PRODUCT RENEWED Lodb• mPla•Wr61•MD►1A9 VW1t1• MIWINCo9a�i / 0 �e/ Pinky Owed 6 Eli 9 g+ 2 2 2 ^0 a 0 M 0 8 9 5 drawing no. 98-05 sheet 3 of 6 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • POP RIVETS 2" /, 2-3/4" X 5-1/2' X 3" X .104" GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (9) 1 14 X 5/8" S.M.S. 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/18-18 X 3/4" HEX HEAD M. SCREWS & NUTS. TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, 5/16" SLEEVE ANCHORS CENTER SUPPORT REGD. ON DOORS WITH 1-1/4" EMBED INTO MASONRY\ EXfEEDING 8 FT. INWELHEIOHT`` 3 PER BRACKET / I I A -4-- - 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES , �� A f J IED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE IW FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS HORIZ. TRACK LENGTH =OPENING HEIGHT PLUS 12" ItC �1 2" X 5-1/2" X .104" 1 GALV. STEEL , FASTENED W/ (4)14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WffH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" STEEL ROLLERS W/ .44 D1A. X 5" STEM OPTIONAL INSULATIONS: )jY 'DYPLAST PRODUCTS LIC' EPS -EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. /11-0926.07 OR ISO -25 POLY-ISOCYANURATE DENSITY a 2.0 PCF -N.O.A. /11-0926.06 OR BY 'CFLLOFOAM NORTH AMFRICA' DENSITY a 1.03 PCF N.O.A. 110-1129.04 OR 8Y 'INSULFOAM Ll G' DENSITY = 0.92 PCF N.D.A. )+Y4-0311.08 14 CA. GALV. STEEL ROLLER FASTENED W/ (6) NI 14ES X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED -ON POLYMER PAINTED TOP COAT APPUEO TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL 801708 BRACKET FASTENED W/ (4) k 14 X 5/8" SMS SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES BOTTOM SEAL OPTIONS SEE SHEET 5 /14 GA. GALV. STEEL TRACK TRACK CONFIGURATION •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • ••• • • • •-•-• • • • • t 1-1/2" X 1/2" X 1/8" 110912. ANGLE FOR DOOR HEIGHTS UPTO 7 FT. WITHOUT INSULATION OR WINDOWS, 2" X 2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS ABOVE 7 FT. OR DOORS WITH INSULATION OR WINDOWS SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART FIRST AT 3' 0.C., REST AT 9" 0,C. CONNECTED TO RAG BRACKET ANGLE W/ 3/8-16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIOE WITH (2) 1/4-20 X 5/8" BOLT & NUT VERTICAL TRACK 2-1/8" X 1" X .080.... SECTION A -A 0008 HEIGHT 4 SECTION HEIGHTS BRACKET PLACEMENTS 1ST 290 3R0 4TH 511-1 B1 B2 83 84 85 88 87 88 8'-0" 18" 18" 1B" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 87" - 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - 7'-0" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67' - 7'-6" 18" 18" 18" 18" 1B" 1" TO 2'11-3/4" 23" 34" 45° 56" 67" 78-1/4" 8'-0" 21" 18" 18" 18" 21" 1" TO 2"11-3/4" 23" 34" 45" 56" 67° 78-1/4 "-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" 0.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH (4) 1/4" BOLTS & NUTS. 11 VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE AVAILABLE TACK OPTIONSOPTIONS Engr: JAVAD AHMAO CML FLA. PEA 70592 CAN. 3538 2015 PRODUCT RENEWED ausplyil wit! 8rfl s Rollin Code Rapeowas Ne Q/ �h,lirllr 0 ' ?I O Min f%Prndo t CanYd a 6 8 N v 8 8 8 8 a 0 8 H 8 0 7. 0 drawing no. 98-05 sheet 4 01jJ Mir • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ZB\�• WOOD BUKl /4" DIA. LAG SCREWS AT 6" FROM ENDS .AND 11" 0.C. MAX, 1/4" DA. LAG SCREWS ' - AT 6" FROM ENDS AND 11" 0.C. MAX. OPTION 'A' OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (w00D SPECIFIC GRAVITY SG -0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X8 SYP WOOD BUCK ATTACHMENT TO W000 STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR 0006 REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED 8Y THE BUILDING OFFICIAL UPON INSPECTION. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP W000 JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON 8Y 'ELCO' WITH SPACING OF 12" 0,0. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 9" 0.C. INTO 3000 P51 CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBE0 9" 0.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 3" MIN. EDGE DISTANCE 3/8' CONFLEX BY 'ELCO' OR 3/8" LDT BY 'ITW WITH SPACING OF APC 21" O.C. INTO 3000 PSI CONCRETE, WRH 2-1/2" MIN. EMBED • RAN 3" MIN. EDGE DISTANCE • TO W040 • • CdN1t4U0ULE TACK • • • • • • • 3/8" HLC SLEEVE BY 'HILT'. WITH SPACING OF • • 8" 0.C. INTO GROUT FILLED BLOCK WALL, WRH 1-1/4" MIN. EMBED, 4" MIN. EOCF•DIST. 11" 0.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED ANO • • • • • • • • • • • • 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHER$ 5/16^ x 1-5/8" LAG SCREWS AT 11" 0.C. #8 X 1" SELF DRILLING SCREWS OR 3/16' 'RNEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" 0.C, REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL W'STRIP ADAPTER ALUMINUM RUBBER 4/STRIPPING STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM •050��/�\\ ) Lam, 2f c:2 .534 .71-00 7 0 .040 REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL #8 X 1' 3/16" 'RIVEX' STEEL RNETS SELF DRILLING SCREWS 08 16 MULTIGRIP W/ DOME HEAD 4� 5/16" DU. BOLTS -WITH WASHER & NUT AT 12" 0.C. MAX. 1/16" X 2-1/2 FILLET WELDS AT 12" O.C. MAX. • • FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY • • • • ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED • • • BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF • • RECORD, DOOR INSTALLATION MAY 8E REVIEWED AND APPROVED BY • • • BUILDING OFFICIAL UPON INSPECTION. • • • MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.17' X 48 PSF)/2 - 388 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.17' X 70 P5F)/2 = 420.4 Lbs per Ft. • • • • • • 0 • • • • • • • • • IT • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • REVERSE TRACK TO SIFFI 80TTOM SEAL OPTIONS W'STRIP ADAPTER STEEL RUBBER W'STRIPPING 1.790 .348 ANCHOR SPACING _ ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8"2" 3/8" CONFLEX BY 0100' FILLED BLOCK 2" 8" _' _ 3-J/4 3 8" DYNABOLT BY 'ITW' CONC. 1-1/2' 8" 3 3/8 POWER -BOLT BY POWERS' CONC. 2' 8" 2" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1-1/2° 8" 3" CONCRETE T'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK Fm - 2000 PSI MIN. 1-1/4" % 2-1 2" X 14 GA 0090. STEEL A GLE 12 GA. GALV. STEEL EDGE 01ST. FLAT BRACKETS ±3" LONG AT 12" 0.C. IN DOOR OPNG. AT 18" 0.C. ABOVE 0004 OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ALTERNATE TRACK INSTALLATION f 1-1/21/ kk•• GALV.'STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4-20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT CONTINUOUS ANGLE TRACK TO CONCRETE AND FILI ED BLOCK Engr: JAVAD AHMAD CML FLA PE 70592 C.A.N. •38 PRODUCT RENEWED aa•/IjiL•w4 dNFlorid• Code Aoo m o, P6. )...UL• 0/ i l lfrLy • u tam ao z pW gt 8g e1 p&a U•fl 0 O n 2 a drawing no. L 98-05 sheet 5 of 6 * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 7/16" DIA. WASHER 18 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 21 3/4" MAX. WOW. WIDTH (4)g6 X 3/4" SMS 0 1-3/8" FROM ENOS ANO 6-1/2" O.C. MAX. .175 X .062 DEEP GROOVE .176 - F� * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION 1/4" POLYCARBONATE LEXAN 8Y 'SABIC INNOVATNE PLASTICS' NOA 113-0717.01 .175 X .062 DEEP GROOVE (4) 18 X 3/4" SMS 0 1-3/8" FROM ENDS ANO 8-1/2" O.C. MAX. #8 X 3/4" SMS 0 3/8" FROM ENDS •• ••• • •AND 0-1/200.01 MAX.•• • • • • • • • • • • • • • • • 18 X 3/4" SMS • 0 3/8" FROM ENDS • • • • • • • • • • ��•yyy AND 7" 0.C. MAX. �YCr 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION .175 X .062 DEEP GROOVE • ••• J • • • • • • • • • • • • • • • • • 0 • • • • • DOW PAWL • • • • 24.26. (.024)•STEEL MMI. • • • • •• • ••• • • • EXTERIOR D.L. OPG. GLAZING BITE 02015 WINOOW WIDTH • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • ♦ • •• •• ••• • • • 000 • • MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, : 10/28/2016 : Edward A. Landers, P.E. : 7850 NW 146th Street : Miami Lakes, Florida Date Company Name Address City State File Location: Inc. Copyright 2016 www.mecaenterprises.com Project No. : 1614935-01 Designed By : Edward A. landers Description : Wind P -. r Customer Name : 373 N Proj Location : Miami C:\Program Files (x86)\MECAWind\Default.wnd Gable Roof 8 <= r Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3.6 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf GARAGE DOOR 16.00 7.00 112.0 5 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd •• ••• • • • • • • •• • • • • • • • • 000 00 • • • •• • 4000 .•• • 041• ••• • • • • • . • • • •• . . •. •• •. •. • • . . . . . . . • • . . • . • • • • • • . • • • • 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• 00 • • . 00 00 000 • • • 080 • • 0.73 -0.93 31.00 -37.56 = 0.85 = 33.94 psf MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaenterprises.com Date Company Name Address City State File Location: : 10/28/2016 : Edward A. Landers, P.E. : 7850 NW 146th Street : Miami Lakes, : Florida Project No. : 1614935-01 Designed By : Edward A. landers, P.E. Description : Wind Pressures Customer Name : 373 NE 92nd Street Proj Location : Miami Shores, Florida C:\Program Files (x86)\MECAWind\Default.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Natural Frequency = N/A Importance Factor = 1.00 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg At = 0.11 Bt Am = 0.15 Bm Cc = 0.20 1 Epsilon = 0.20 Zmin Slope of Roof = 0.25 : Slope of Roof(Theta) Ht: Mean Roof Ht = 11.50 Type of Roof RHt: Ridge Ht = 14.00 OH: Roof Overhang at Eave= 1.00 2 Bldg Length Along Ridge = 84.00 Exposure Category Flexible Structure = Kd Directional Factor = 12 ft ft ft Eht: Eave Height Roof Area ft Bldg Width Across Ridge= C No 0.85 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 1.20 Deg Gabled 9.00 ft 664.00 ft^ Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq >1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 36.00 ft = 15.00 ft = 0.23 = 427.06 ft = 0.93 = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 MFRS -Wall L/B •• ••• •• • • • ••• _ ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at pottom of wall (windward + leeward) _ • • • • • • • • ssu ps: Side wall prere:actislg tin;fprm�y outward = .64 * ph = pl: Leeward wall pcessufe act'irig'unifp'rmj, outward = .27 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl = - 3.80 • 1.00 • 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressuygs•plp•ngt ino,lgde•jffect of internal pressure • • •• • • • • • Pressures fbr Wtnci �Tvr*ai• t o • 6 ft wall 000 • • • • 000 • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • 2.33 33.68 psf 33.68 psf 21.55 psf 9.09 psf 24.58 psf 24.58 psf MWFRS-Wall Pressures for Wind Normal to 84 ft wall L/B = 0.43 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures ,-\ j�.� See Table 27.6-2 Wall Pressures See Table 27.6-1 Pa Elevation h Mean roof ht. A V Wind ----p I)f Plan 6 Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone 1 2 3 4 5 Load Casel Load Case2 psf psf .00 .00 - 36.05 - 32.18 - 26.37 . 00 . 00 .00 .00 .00 Note: A value of '0' indicates that the zone/load case is not applicable. .• ••• . • • • • •. 0 • • J • • 4 ty�� • • • • • • • • • • • • •Th• • • • ` •-•> • \V� 4 ti r ••• •• • • •• • • • • • • • • • • • h• • • • • • *1141 • • • •• • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • Load Case 1: Povhl: Overhang Povh3: Overhang Load Case 2: Povhl: Overhang Povh3: Overhang Gabled Roof Roof Overhang Loads (Figure 27.6-3): pressure for zone 1 pressure for zone 3 pressure for zone 1 pressure for zone 3 Rnt fcdgc pressum Iroiu table Zones 1 or 3 as applicable al III 11161 11 I Pi car P: Wind Direction •. ••• • • • • • •• • • • • •• • • • •• •.• •. • • • •. • •.• ••• • ••• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• •• • • • • • ••• • Y • • ••• • • • • • • • • • • • • • ••• • • • • d • • • • • • • • • •• •• • • • •• J• 0.• • • • ••• • • .00 psf -27.03 psf .00 psf .00 psf