Loading...
WS-17-504Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO.'VS-2-" Pelt Type: Windows/Shafte>I stiff= Door Rep!Seament Permit Statin: APPROVE. Parcel Number 4./4/201 Expiration: 10/012017 Applicant 1113 NE 98 Street Miami Shores, FL 33138-2507 30. 1132050180260 Block: Lot: JON & KIMBERLY BRUCE --ter r-;- -• . ,;,. m, .....,, Owner Information Address Phone Cell JON & KIMBERLY BRUCE 1113 NE 98 Street MIAMI SHORES FL 33138-2507 Contractor(s) SLUYTER CONSTRUCTION Phone (970)379-9730 Cell Phone Valuation: Total Sq Feet: Type of Work: GARAGE DOOR REPLACEMENT 9 X 16 No of Openings: 1 Additional Info: 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 -2-17-63087 04/04/2017 Credit Card 02/28/2017 Credit Card Amt Paid Amt Due $ 76.20 $ 50.00 $ 50.00 $ 0.00 $ 1,200.00 0 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 AFFIDAVI I certify t all the foregoin• formation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo �• . Futher. o ��= uthoriz a -named contractor to do the work stated. Aut wner / pli =nt / Contractor / Agent Building Department Copy April 04, 2017 Date April 04, 2017 1 IVIIdI 1 II JI1U1 CJ 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 FEB 2 8 2017 FBC 20195411 BUILDING Master Permit No. (iC-67 % 6 - 2Yg t PERMIT APPLICATION Sub Permit No. U --)S 7 -`� 0BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: C I 13 n t- ?6)- s4 - City: Miami Shores County: Miami Dade Zip: 3 3 / J r Folio/Parcel#: I / — 3./o si — 0 r 8 - 0 "2._‘D Is the Building Historically Designated: Yes NO Occupancy Type: S. ray Load: Construction Type: C 6 S Flood Zone: „...),"" BFE: FFE: 1� r o Ce OWNER: Name (Fee Simple Titleholder): ..J() n � e i el."V1 ra one# -30S- 7S;P- `V , I Address: 1 I 1-g 1,- ?k- s4- city: 4City: ten, i 0-4rn, k � tial (--c ,,5 State: F L Zip: 33 1.3 5 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: S ( 1—r- CaltdSY 1Z( -)C -11 Gig Phone#: `011 37 .33Z) Address: s-) iug to '- 'S 1 _` City: 44 e-4.41/ ( S t( 000.1-V. C State: �' -- Zip: 3') i ) Qualifier Name: 6 � c ( f Phone#: State Certification or Registration #: C R.� 1 3 ? it 1 e� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ /200 Square/LinearF000tage of Work: EJIDrF Type of Work: Addition ❑ Alteration New LTJ Repair/Replace ❑ Demolition Description of Work: C a_r-a , D cs 6 C-- --/- PIVA C- / /! z ee 1 A c ---e Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE S —2(9 ` v 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: 1 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 OWNER or AGENT The foregoing instrument was acknowledged before me this 5'day of , 20 �1 , by to 7e1CIC--, who is per me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: -• � �/dam' . MY C� • *t* 44."V SZia: ,m o Na cf) ************************** APPROVED BY .; � • � 1.<1.,•;40. �a s� ,cz ••....•• ORIDA * e 1/44) nkilA*********** Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of Qr� , 20 11 , by 612-64- , who is p} known -13 me or who has prodGced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: o.� Ihqo<1 ,a• Tom. 9 'VIP' N V)t& zo c Seal: P"A. g ® Gtia`�•?;'e .-" � • 5 a c •°V oro • .�°..••� *************************************��#kNtW**** ***** Plans Examiner Zoning Structural Review Clerk •.• ••• • • •• • ••• • • ••• •.. ••• • • •• • •• •• • • • •• • •••• •••• • • • • • • • • • • • • • • • • • • • ••• •••• • -DEPARTMENT OF REGULATORY AND ECONONIIC RESO BOARD AND CODE ADIVII1VISTRATIVN'DVIVI224• • • • NOTICE OF ACCEPTANUE ©®):. • : DAB Door Company, Inc. 12195 NW 98' Avenue Hialeah Gardens, FL 33018 • . • • • • ••• RECE/ vE0 FEB 2 81017 MIAMI-DADE COUNTY . _ • OL SECTION SCOPE: SUBJECT ro GOmpi. This NOA is being issued under the applicabletules and re _ al- v the ugnINdiAitigiii ten . s. documentation submitted has been reviewed and accepted bYMiami-DatP§o ct Contro n to e used in Miami Dade County and other areas where allowed by the Authority Havint, +a5kRati4TTON This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Produc ctio (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 AHI 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: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4" w/ Window Lite Option APPROVAL DOCIJMENT: Drawing No. 0105, titled "Sectional Garage Door", dated 01/19/2001, with last revision J dated 03/21/2016, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal 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, manufacturing address, 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 shall automatically terminate this NOA. Far7ure 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 # 15-0317.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAt-11•DADECOUNTY } 06 f /V16 NOA No. 16-0330.04 Expiration Date: October 4, 2021 Approval Date: June 23, 2016 Page 1 DAB Door Company, Inc. • •• • • • ••• • • • • • •• • •• • • •• •• • • •0• • • • • • • •• • • • • • • •••• •••• • •• • • • • • • • • • • ••• •• • ••• 0410 0 • • • 4100 • • • • .0 ••• • •• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-05, titled "Sectional Garage Door", dated 01/19/2001, with last revision J dated 03/21/2016, sheets 1 through 5 of 5, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • •• • • • •• 41041 00 • • • • •• • B. TESTS "Submitted under NOA # 09-0128.05" 1. Test report of Tensile Test per .ASTM E 8, Report No.1-WTI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. 'Submitted under NOA # 08-1106.05" 2. 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 EBC, TAS 203-94 4) Forced Entry Test per k13C 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. H tali-08-2149AM, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03-0210.04" 3. 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. "Submitted under NOA ## 01-0620.08" 4. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per 1-13 C, TAS 202-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. H KTI 01-966, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. H Nal 01-972/974, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.09" 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. Carlos M. U7trera, P.E. Product Control Examiner NOA No. 16-0330.04 Expiration Date: October 4, 2021 Approval Date: dune 23, 2016 E-1 DAB Door Company, Inc. • • .•• • • • 0041 410 • 0 • • • 4411 • • • •• • •• • • • • • • • • • ••• • • • • • • • • • • • • • • 000 • • • • 000 • • • • • • 0 0 4141•. •••• .41 • • • • •• • • • • • • . • . . . • • 4141. •44• • ... . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • • 00 000 •• •• • • • • •• • • • • • ••• •• C. CALCULATIONS (Cont.) "Subynitted under NOA # 09-0.128.05" 1. Anchor verification calculations prepared by A1-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Ilumayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of. Regulatory and Economic Resources (RER) E. MA'1'LRIAL CERTIH'1CATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015 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 Tnsulation, 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 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of `PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. H ETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Bum 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 b J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of codeconformance to the 5th edition (2014) IBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA. No. 16-0330.04 Expiration Date: October 4, 2021 Approval Date: Jane 23, 2016 E -2 • •••• • • • ••• •• •• •• •• • •• •• • • • • • • • • . a - •----0-a 00* • • • • • • • • :7-1/2" • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • .• • • • • • • • • • • ••• ••• • •• • • • • ••• • ••• • •••• •• • • #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LJEU OF #14 X 5/8" SMS • •• • • X 3" X .071" GALV_ STEEL ENO ROLLER HINGE W/ (4) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) • • WITH DELRON SLEEVE (OPTIONAL-) •• • • • ••• • ••• • •• • • ••• •• • ••• 7-1/2" X 2-1/4" X .071" GALV. STEEL CENIER HINGE W/ (4) #14 X 5/8" SMS WITH DELRON SLEEVE (OPTIONAL) LOCK 2/ DOOR 1" W X .15" THK. LATCH STANDARD LOCK SPRING LOADED SLIDE BOLT (BOTH SIDES) FASTENED W/ (4) #14- X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING RAGE DOORS 1 3" X 1-1/2" X 6-1/2' X .1" SII -H FASTENED TO END STILE WITH (2) #14 X 3/4" SMS DOOR HEIGHT CONSISTS OF TOTAL # OF 'U' BARS AT EACH DooR W-6" 2 SECTIONS 18" 2 SECTIONS 21" 6'-9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" - 7'-3" - - 7'-6" 5 SECTIONS 18" - 7'-9° 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECT1oNS 18" 2 SECTIONS 21" 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" 8'-6" 1 SECTION 18" 4 SECTIONS 21 - ) L\ EV -9" 5 SECTIONS 21' - I �� 9' 6 SECTIONS 18° - / \ 9'-3- 5 SECTIONS 18' 1 SECTION 21' AMMINIIi*. 9'-6" 4 SECTIONS 18' 2 SECTIONS 21" . 9'-9" 3 SECTIONS 18' 3 SECTIONS 21" In 10' 2 SECTIONS le 4 SECTIONS 21' a 10'-3" 1 SECTION 18° 5 SECTIONS 21' o 10'-6" 6 SECTIONS 21' - � 10'-e 6 SECTIONS 18" 1 SECTION 21" < T1' 5 SECTIONS 18" 2 SECTIONS 21° 11'-3" 4 SECTIONS 18" 3 SECTIONS 21" m 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" \rf 11'-9" 2 SECTIONS 18" 5 SECTIONS 21" ' • 12' 1 SECTIONS 18' 6 SECTIONS 21" w 12'-3" 7 SECTIONS 21° - 12'-6" 6 SECTIONS 18" 2 SECTIONS 21" 12'-9" 5 SECTIONS 18" 3 SECTIONS 21' 13' 4 SECTIONS 18" 4 SECTIONS 21' 13'-3" 3 SECTIONS 18" 5 SECTIONS 21" ► 13'-6" 2 SECTIONS 18" 6 SECTIONS 21' 13'-9" 1 SECTION 18" 7 SECTIONS 21" 14-' 8 SECTIONS 21" - 2 ° -. ° 14'-3" 6 SECTIONS 18' 3 SECTIONS 21" 14'-6" 5 SECTIONS T8" 4 SECTIONS 21' 14'-9' 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21" 15'-3" 2 SECTIONS 18' 7 SECTIONS 21" 15'-6" 1 SECTION 18" 8 SECTIONS 21° 15'-9" 9 SECTIONS 21" - 16' 6 SECTIONS 18" 4 SECTIONS 21' s .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR CENTER STILE OUTSIDE HANDLE BRACKET STD. UFT DOOR BRACKET LOW HEADROOM DOOR OPTION 7-7/8' X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK (OPTIONAL) LOCK BAR. LOCKING SHOWN ALTERNATE TO SPRING' LOADED SLIDE BOLT LOCKS SHOWN ABOVE 1, TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" SILEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WM-I (6) #14 X 3/4" SELF DRILLING SCREWS OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE / Ut.fi ItK IILt MAXIMUM DESIGN LOAD RATI = + 55.0 PSF (DOORS WITH WINDOWS) — 64.0 PSF N DOOR TE5Itu IN ACCORDANCE WITH THE REMENTS 0� FLORIDA BUILDING CODE, TAS -202, TAS -201 & IAS -ALS FOR HVHZ AND ASTM E1886-05/ASTM E1996-09. I ) L\ I �� / \ AMMINIIi*. / ;m B ..o x x \rf I� --- - it I► I II/ — ---c A 1 ► 2 ° -. ° ~ ° � o a I � A I��I �� s / \ s 91 I CO° f �a 1.ci > 1CZ , Li. _- MI i- 1 �- A 6, y N �‘ N \> I I I / = A I-- OPTIONAL VENT OPENING AREA NOT TO EXOFFT1 120 SQ. IN_ MAX. DOOR WIDTH L -` A -COLONIAL DESIGN f OPTIONAL FLUSH FA WOOD GRAIN DESIGN 9'-4 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR E Cq • try h Or m v M � }.r n.�S ra C�c°v`V tr• a2 C o E co ��uu ei 0 • E O O a O g�� O I.i. Z (no "` ° ��¢ • m et L SECTIONAL GARAGE DOOR U Z d CO d Q co O r� LJ � I--- Cr) N a0 w `n 03 CI I i2 ZQo to Li[ r3 e Q J 2 W. DAB DOORS INC. Hurricane Master@ Model 824/811 Max_ Size 9'-4" X 16'-0" High With Window Life Option 0 It U MAXIMUM DESIGN LOAD RATING = + 62.0 PSF (DOORS IA'TTI-IOUT WINDOWS) — 70.0 PSF MAXIMUM DESIGN LOAD RATI = + 55.0 PSF (DOORS WITH WINDOWS) — 64.0 PSF DOOR TES`?] IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 13,11DING CDOE, TAS -202, TAS -201 & TA5-203 FOR HVHZ. DOOR TE5Itu IN ACCORDANCE WITH THE REMENTS 0� FLORIDA BUILDING CODE, TAS -202, TAS -201 & IAS -ALS FOR HVHZ AND ASTM E1886-05/ASTM E1996-09. THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESItIU TO COMPLY WITH THE REQUIREMENTS OF THE 2014- (5T1-1 EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (FMHZ). 2 ANCHORS SHALL BE A3 LISTED, SPACED AS SHOWN ON 'DETAILS. ANCHOR EMBEDMENT 70 BASE NiAItKIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3, ALL BOLTS, NUTS AND WASHERS SHALL HE ZINC PLATED CARBON SILEL. 4, ANCHORING oR LOADING CONDMoNS OTHER THAN INOSE SHOWN IN THESE DETAILS ARE NOT PART' OF THIS APPROVAL, 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. PRODUCT RENEWED as complying with the Florida Building Code NOA-No" 16-0330.04 Expiration 10/04/2021 ,a.- ' oduct Control L O N m i x N 0 z x U z x La U z �I r Lei Z n d +Jm 6 a mo 0 of 0 ri m N 0 0 c � z t 0 tl 1 b 1 J; s U drawing no - 01 -05 (sheet 1 of 5 • • ••• • •• •• • • • • • • • • • • • •. • ••• • -• • • • • • ••• • • • •••• •• •• • • • • •---.-_w • • • • • • • • ••• • • • • • ••• • • • • • • • • •• • • • • • • • • • • • • ••• • • • • •• • • • • • •• • ••• •••• •• ••• • • • • • • • •• ••• •• • • •• • • • • • • 16 GA. X 2-1/4-" X 3/4' X 2" GALV. STEEL U.BAR REINFORCING TRUSS Q BOTTOM OF PANEL TRUSS FASTENED TO VE1111CAL INTERMEDIATE STILES W/ TWO n14 X 5/8" S.M.S. AND TO END STILE Wf FOUR #14 X 3/4" SELF DRILLING S. BOTTOM SEAL. OPTIONS SEE SHEE.I 4 - BOTTOM BOTTOM SECTION REINFORCING TRUSS ONE AT BOTTOM PANEL FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. A EDG DIST.' • • • • ••• •• • • SIELL TRACK BRACKET FASTENED TO WOOD JAMB' WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) ONE PER BRACKET OPTIONAL STOP MOULDING BY DOOR INSTALLER -#14 X 5/8" SMS 4 PER HINGE 1/2" X 1-3/4" X .039" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS ® 12" I I 1 1/2" MIN. I 1 l 1 t 1-3/16° j 1.9° X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 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, 9 -.024" STL. PANEL TOP SECTION REINFORCING TRUSS ONE AT TOP PANEL O.C, 24 GA. STEEL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES W 4" O.C. _ 1 OUTSIDE OF DDO a SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA_ HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/4" X 2° X 2-1/2" X .049' STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3/16" ALUM RIVETS SEE DETAIL ABOVE 1-7/8" X 2-5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS s14 X 5/s" S.MS_ 4/ HINGE • POP RIVETS EDGE DISTANCE �q : a �1-3/1.6 y 1= 1 END STILE ANCHORS AT TRACK BRACKET: A) 3/8' DIA. POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONCREIE 1-7/8" MIN. EDGE DISTANCE B) 3/8" DIA. HLC SLEEVE BY 'HILTI' 1-1/4' MIN. EMBED INTO CONCRETE OR FP I Fn BLOCK 1-5/8" MIN, EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO F11 I Fn BLOCK CONCRETE f'c = 3000 PSI MIN• C-90 GROUT FILLFD BLOCK f'm = 2000 PSI MIN - LANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 7-1/2" X .071' GALV. SIkEL CENTER HINGE _7/16" PUSHNUT SIEEL•TRACK INSTALLED ON ROLLER SHAFT 14 GA X 2-1/8" X 1" (STANDARD) 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES IN/ 1/4-20 X 5/8" TRUSS HD. SLOIIEU MS, & LOCK NUT SECTION 13-8 IN'ZTERIOR SIDE 7-1/2" X .071" END ROLLER HINGE 1.82' DIA. X 1.82' DIA X .50° 2 75" DIA. X .50" 2.75" DIA X _50° .50" STEEL ROLLERS (STD.) NYLON ROLLERS (OPTIONAL) 51 LEL ROLLERS (OPTIONAL) NYLON ROLLERS (OPTIONAL) WITH 5' STEM 1/4-20 'SS BOLT & NUT PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-033004 Expiration Date 10/04/2021 By Miami -D d Product Control , �9 AtJ. + �CEh'Sg �• i Mt 70592 ,AA,, = • TE OP /J/)-61/ 6rl ' Li z N~ 0z • a 70, OQ° a IXat u. O tP• p CY O aoa b2/a $ azo ��tt ul N • ¢ < 6a2 TEL,, (305) 264-8100 SECTIONAL c t �r a0 0 M Lil r° Q J (? _ - z ~ Z 47 Lu Arno O �� O z OLt.)w rn • Q Q r N m I co LO e 0 .c 0 n U o No CHANQE THIS SHEET a .a m O 0 0 A m N 0 0 C n x data: 01-19-01 le; drawing no - 01 -05 sheet 2 of 5 • ••.• • • • ••• •• •• • • • .. .. POP RIVETS 5/1 6" X 1-5/8" LAG SCREWS INTO WOAD OR 2 X 2 X 1,18" HORIZ ANGLE 2" • 3'f X 10�" • • / HOW. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK ON DOORS ? m o 2-3/4" X 5 1/2" X GALV. SIS ON EACH SIDE 1..) 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY CENTER SUPPORT' READ. EXREEDING 8 FT. IN HOGHT�� yyF1'y 7Y/0 WELDS AT 1-1f2" APART FIRST AT 3" O.C. � 'n" —� 70P ROLLER BRACKET • • FASTENED i1r • 14 8" S .S. _ • /• (64 � • 4 � • � •�I • 3 PER BRACKET - • • • • II �. I i A REST AT 9" O.C. CONNECTED TO FLAG BRACKET ANGLE _ Z. �m h o i/ • • • 090 Et AEIU3iABLE • • I • I • W/ 3/8-16 X 3/4" BOLT &NUT � 1,,, h m c9 ••FH6.R[V. SLIDE FrAsfi�i� 7OiQCIi�• •� W/ 5f16-18 X 3/4" HEX HEAD _ M. SCREWS &NUTS. 2-1/2" X 4-1/4" X 13 GA. STEEL PLATESAND 1_WELDED TO 1-1/2" X 1-1/2" X 14 GA_ ANGLEA FASTENED TO TRACK��v�t - TO SPRING SHAFT GUIDE WITH+. (2} 1/4-20 X 5/8" BOLT &NUT�' "? 111 N• 71 ti 0, ioP�•:••:••••WITH (4) t/4 -2D SS. BOLE &NUTS HOR1Z TRACK LENGTH = dPENING HE[GFtT PLUS 12" N `- ` • • ��,�fl.�um(SOANDtAWD)• •••••��P oC ••!,VERTICAL i ' TRACK re p••••••• ® 8N ho LOW HEADROOM DOOR "�� i4 GA GALV. STEEL TRACK 2-1/8° X 1" X .080" SECTION A -A a m o111141' d HORIZONTAL REINFORCEMENT A D ❑ o= 1/2° X 1-3/4" X 059" FORMED STEEL � W O 53 b E e1 -t Z GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2" X 5-1 f2" X _iO4" --C a z N _ ¢ n GALV. STEEL. (2) 3/16' POP RIVETS FASTENED W/ (4) # 14 X 5/8' S.M.S.DOOR • SECTION HEIGHTS BRACKET PLACEMENTS w ttt , TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 83 84 B5 B6 B7 B6 t - 4 ,,.r Z m HORIZONTAL RONFORCOMENT 1/2" X 1-3/4" X 059" FORMED Si EEL 6'-0" 18" la" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - w rn GLUED TO PANEL AND FASTENED TO } C-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" " - c � _, _ VERTICAL STILES WITF{ 3/16" POP RIVETS ----- 7'-0" 21" 21' 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67' - (2) II 7'-6" 18" 18" 18" 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1 /4' II� 5/16" MEETING RIB - 8`-0" 21" 18" 18" 18" 21" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" cc----�tt, t Iljr(Q 1.82" DIA. X .50" ROLLERS 0 o ---,� *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE -THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. O ix) o M W/ .44 DIA. X 4-1/4" STEM _ 0 M I W Q z OPTIONAL INSULATIONS: 'DYPLAST _ _ J Li- EY EPS-EXPANDEBY D POLYSTYRENE o o m 1.9" X 2.19° X 3.3" X .090" (f ¢ z N t- w DENSITY = 1.05 PCF I N -OA- #11-0926.07 OR I r STEEL TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH �.,� �j j J ¢ ^, co Z co u) m 0 1 EC tx " 0 SO -25 POLY-ISOCYANURATE ) 1/4" BOLTS &NUTS_ DENSITY = 20 PCF �I'� 1 H O Z z I N.O.A.R# 11-0926.06 m1 f„� % w ,, p 2 �rto 'CELLOFOAM AMERICA' 1 d ��'� /Fr— r BY NORTH _ DENSITY = 1.03 PCF i N.D.A. #15-1203.04 �_ tD Q N Q - _ r —1-1—BY f Jr0 J i� 'INSULFOAM LLC' 4111 1 t m DENSITY = 0.92 PCF (Qi N.DA. #14-0311.08 n d B = 1-0- GA. GALV. S I ELL ROI I FR HINGES FASTENED W/(4)�14X5f8"5M5 c t m• m j ,- ��i ”' z a o V a 7 7 6 "- 477 � w � .D _ MIN. .024" ROLE. FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIFin STRENGTH = 34 KSI TRACK CONFIGURATION v Z .W o i 0 a o 3 w z WITH PRIMER AND BAKED -ON d 4. z m e r POLYSfER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL I U y .r .t m m � = VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM o S o m o N DOUBLE TRACK n c a - 0 0 Cli w ! AVAILABLE TRACK OPTIONS v� . _ " _ �` ( _ �‘W111H7/ 1 " 12 GA GALV. aIEEL ��� BOTTOM BRACKET FASTENED PRODUCT RENEWED W/ (4) #14 X 5/8" SMS as complying with the Florida t Building Code i• . i,.' fl fj - �' • `� ��� U, ' � o m I G t n r -a _ NOA-No. 16-0330.04 _ * 0 70592� -• $ m a l 5 b .r - D BOTTOM SEAL OPTIONS Expiration ii, • 10/04/2021 1 ., ,`I/ : - � ; � - � `J ` j � SEE SHEET 4 /E '>! TATE OF •' �e�� OF• drawing no. y ` 1 �� (.. Miami-- ° •• roduct Control moi/ tTE 01-05 ���� ! ���'YON SECTION A -A &t '`‘`•' (sheet 3 of 5 2BY WOOD BU I I 1 [ OPTION 'A' \� • • ••• • • • ••• •• •• •• • •• •• • • •• -11• • • • • • •••• • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • •. .• . • • • • ••• ••• • •• • • • • • • • ••• 3 4" IN. TGE DIST. • I • • • ••••••. 1/14.:+G• S EJB• AND 15" O.C. MAX. t 1 OPTION 'B' 1/4" DIA. LAG SCREWS AT 6" FROM ENDS AND 15" O.C. MAX. WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP WOOD BUCKS SHALL BE ANCHORED TO GROUIEU REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 16" 0.C_ INTO GROUT FII I Fn BLOCK WALL, WITH 2-1/4" MIN. EMBED 12" O.C. INTO 3000 PSI CONCREIC, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 11" O.C. INTO GROUT FII I Fn BLOCK WALL, WITH 1-1/2" MIN. EMBED 11' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4"MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" COWIEX BY 'ELCO' OR 3/8" LDT BY 'IIW' WITH SPACING OF 23" O.C. INTO 3000 PSI CONCREtt, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 8' O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" 15" O.C. INTO 3000 PSI CONCRLit, WITH 1-1/4" MIN. EMBED AND 2-1/2° MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS 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 BE REVIEWED AND ;APPROVED BY BUILDING OFFICIAL UPON INSPECTION. 5/16" X 1-5/8" LAG SCREWS AT 12" O.C, CONTINUOUS ANGLE TRACK TO WOOD BUCK MIN. EDGE DIST MAXIMUM EXTERIOR(+) LOAD PER JAMB = (9.33' X 82 PSF)/2 = 289.3 Lbs per Ft MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33' X 70 P$F)/2 = 326.5 Lbs per Ft. #8 X 1" SELF DRILLING SCREWS OR 3/16" `RIVD(' STEEL RIVETS MULTIGRIP W/ DOME HENT AT 48' O.C. REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL W'STRIP ADAP I tK ALUMINUM f8 X 1" SELF DRILLING SCREWS OR 3/16' `RIVER' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O,C. RUBBER W'STRIPPING .224 SILEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED /NNN.NN\N, BY DOOR SYSTEM _050 b 534 .700 1.750 W'STRIP ADAP1LH SItEL RUBBER W'STRIPPING d .348 BOTTOM SEAL OPTIONS ANCHOR SPACING ANCHORS I STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8" 2" 3/8" HLC SLEEVE BY 'HILTI' FIl l Fn BLOCK 1-1/4" 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1-1/2' 8' 2-1/2" 3/8" CONFLEX BY 'ELCO' Fll t Fn BLOCK 2' 8" 3-3/4" 3/8" POWER -BOLT BY 'POWERS' CONC. 2' � 8" 1-7/8" '3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1-1/2" 8" 1-7/8" 5/16" DIA. BOLTS WITH WASHER & NUT AT 12' O.C. MAX. 1/16" X 2-1/2 F1U-ET WELDS AT 12" O.C. MAX. REVERSE TRACK TO ST1EL CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f m = 2000 PSI MIN. 1-1/4" X 2-1/2' X 14 GA cow. STEEL ANGLE 12 GA_ GALV. S I ttL FLAT BRACKETS f3" LONG AT 12" O.C. IN DOOR OPNG. AT 18' O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE Wf (3) SPOT WELDS AT EACH SIDE 9 EDGE DIST. ALTERNATE TRACK INSTALLATION 2-1/8" X 1' X 14 GA. GALV. SItEt TRACE( FASTENED TO TRACK PLATES W/ (2) 1/4-20X5/8" TRUSS H0. SLOIIEU M5_ & LOCK NUT CONTINUOUS ANGLE_ TRACK TO CONCRETE AND FILLED BLOCK PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.04 Expiratio to 1010412021 By Miami- a Product Control Z ?1 0 1-09 Z Dr/ W • m 0. o� o.. itn� Q U aurri ▪ O c'o) o QQa • a O • w N u• Ja8Q < g� v 0 0 0 CO d J Z O U In co 0 tai "9 d J Lam. U z <r Z I cn csi roW (n 07 p I rt d f° 07: �Q v ID rn_I a Y .--• 0 o. .L U u 0 W N W Q 2 0 REV. PER RER COMMENTS BOTTOM SEAL OPTION ADDED Tri c 0 m o o m 0 v • m m 0 v, 0 0 0 N 0 8 a = 5 v u drawing no. 01-05 sheet 4 of 5 • • • ••• • • • •• •• • a • u ••• •• • • • • • • • • • • • ••• • • • • • • • • • • • • ••••••• •••• DOOR PANEL 24 GA. (424) STFFI MlN• • • • • • •.•. .... •• . • • .. • • • ••• • • • • •• • • • • • • ▪ • • • • •• ••• •••• •• ••• • * PLASTIC COMPLIES WITH CHAPTER 26 OF PBC SEE EVIDENCE PAGE • _250 7/16" DIA• "AS:El • • • •• ••• •• • • • • • • •• • • • • • ••• •• #8 X 3/4" SMS • 3/8" FROM ENDS AND 7" D.C. MAX. 1.765 1.725 1.744 s�11'j„�O% 21 3/4" MAX. WDW, WIDTH .176 .800 (4) #8 X 3/4" SMS ® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. 0 0 18 1/8" MAX. 0_L0. * EXTERIOR FRAME * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION .175 X _062 DEEP GROOVE /rn.... ,. 1/4" POLYCARBONATE LEXAN BY '5ABIC INNOVATIVE PLASTICS' NOA #15-0915.08 :i .< a ..A <:,.,, . i i' 6 CC O 132 L.] LU •Y r ->+r ryv vY 0 .i11 ?SII 1 I 1111 1113 1111 IIIA lilt 1111 1?11 1111- 1 1' 111111 •I.I 1111 111 �OIII 1 I[• I 111 1 FII 1 i 1 1d11r 11 ! 1 IiSd� 1 'ii151411ii1�i��{:t i Il 111 i r � T f I •I� C A♦hlti7ll� 11t IL►Ii 1 Irit Ul:� l4ljir�`. ryv.r- ,..,•rte .Y..;':' .6.4s .Fx. Yvvv•. .175 X .062 DEEP GROOVE i (4) #8 X 3/4" SM5 ® 1-3/8" FROM ENOS AND 8-1/2" O.C. MAX_ #8 X 3/4" SMS (EP 3/8" FROM ENDS– AND 4-1/2" O_C. btAX. 0 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION .175 X .062 DEEP GROOVE #8 X 3/4" SMS 3/8" FROM ENDS AND 7" 0.C. MAX. 7/16' DIA_ WASHER DOOR PANEL 24 GA. (.024) b 1 ttL MIN. DOOR PANEL_ 24 GA. (.024) .STEEL MIN_ • EXTERIOR PRODUCT RENEWED as complying vvith the Florida Building Code No. -No. 16-0330.04 Expiration _!++ :7 a 10/04/2021 jyl/. OA - d Product Control D.L. OPG. J By WINDOW WIDTH c C 3 1 drawing no. 01-05 (sheet 5 of 5