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RC-08-1339Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Owner Information Address Parcel Number Project Address 1064 NE 97 Street Miami Shores Village, FL 1132050170200 Block: Lot THOMAS ROBSON Contractor(s) Phone GARAGE DOOR SERVICE OF BOCA II CeII Phone Phone THOMAS ROBSON 1064NE97ST MIAMI SHORES FL 33138 -2556 Valuation: Total Sq Feet $ 1,000.00 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: GARAGE DOOR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Retum : Occupancy: Exterior. Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $6.00 $2.75 $119.55 Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due $ 0.00 JUL 2 5 2008 Applicant Available Inspections : Cell Inspection Type: Final In consideration of the issuance to me of this permLMjre 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 to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy July 22, 2008 Date Tuesday, July 22, 2008 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle). oil I . I Roofing ( Fee Simple Titleholder t ' me ,ri R Owner's Name mp ) �G� ��s r ZIOSargone # Owner's Address I 67( ( Ng 9 5/ cit /A /l err I .'h r state Zip 3'3/ 3 Tenant/Lessee Named t Phone # Job Address (where the work is being done) /06, 7 P6-- 9 / (� City Miami Shores Village County Miami -Dade Zip - 5 "3/ FOLIO / PARCEL # Is Building Historically Designated YES NO 1 Contractor's Company pp Name e 4.�Qe t ." U i CGS l2� �l 2!JC Phone # : Q ' 3 7- /9 f n� Contractor's Address `t , C.( Mg- 9re # 3 State 5 oir City tOit Qualifier Name 4 4 f od State Certificate or Registration No. Architect/Engineer's Name (if applicable) 7 .A6 T Lid fL Phone # Value of Work For this Permit $ / 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Type of Work: ❑Addition ['Alteration Describe Work: Submittal Fee $ Permit Fee $ era- ❑New Repair/R ����: ��x���x�x���* a: �x�������: ���* �x* �x��x: x* �: x�x• x�xF ��x��x���a�����x�x��x�x�x�x�x��x*** �: * *�x��:�: *�x�x�:�x�x�x��x�:�x �Ctl� +L CCU r CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ D $ Zoning $ Bond $ Code Enforce . ° " ' 1 ? le Fee $ Structural Review. $ ¢ .total Fee Now Due $ See Reverse side -* L CKZ lh MIAMI SHORES VILLAGE .ser:j Kaunas. a n 7 ' LA Y: 1 ' Permit No. 0� )3Y1 Master Permit No. 303 7S 7 Zip / 7 Phone # ' 3L/j ? Certificate of Competency No. 3 ` 3 S C)© yd y0. '44 Square / Linear Footage Ofrrk: place ❑ Demolition CO /CC 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 FI.ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent instrument was acknowledged before me this , 20'�, by J 2t D1L a11y known to or who has produced The foregoin day o who is NOTARY PUBLIC: sic . known tc .�o0�it11 As identification and who did take an oath. as ` ear � 9 sn : Pr My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) hfi9`PM* f fi@_® 6 Kathie Car Commission #DD44 Bonded Thru Atlantic Bondin co,, Commission Expires: wb v a 1 f Z- „,r) U *k 'KSK'tht'h� ''� **,* t ,f tt.'k.'x+ +' .yvoe m m m'm T****** 1 f.-,--•--,- Signature Contractor The foregoing instrument was acknowledged before me this L1 &- day of who is perso 20Dt by educed take an oath. TARY PUITLIL$ � g 0". S • #DD 37 613 tr Plans Examiner �✓ v Engineer Zoning wc.nts 1 CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2004 FLORIDA BUILDING CODE (ASCE 7 -02) DADE COUNTY FLORIDA 146 MPH 3- SECOND GUST WIND SPEED, EXPOSURE C Mean Design Pressure Mean Design Pressure Door Door Roof Width Height Height 8 7 9 7 18 8 9 16 18 8 9 16 18 8 9 16 1e 9 '77 c 10 • 16 18 BY: s 16 18 • • l� •••• • • • •••• • •• • • •• • • • • • • ic • • • • •• • • • • •• • • • N otes: 1) 2) 3) 4) 5) 6) • • fill 7 • 7 '16 7 7 c f•i9•- 7 e 8• 7 • • 18 1&- 7 7 7 7 7 7 7 7 7 7 7 7 • 7 •g • 7 1 i� 6 - 7 I 18 - 7 ifi• 7 ••• 7 •4B° 7 1 1 7 7 7 7 7 7 7 7 7 7 7 7 7 7 16 17 18 19 20 21 22 23 24 25 Positive +41.3 +41.0 +38.9 +41.8 +41.4 +39.7 +39.3 +42.3 +41.9 +40.1 +39.8 +42.8 +42.4 +40.6 +40.2 +43.3 +42.9 +41.1 +40.7 +43.7 +43.4 +41.6 +41.1 +44.1 +43.8 +41.9 +41.5 +44.5 +44.1 +42.3 +41.9 +44.9 +44.5 +42.6 +42.2 +45.3 +44.9 +43.0 +42.6 +45.7 +45.3 +43.4 +43.0 Negative -51.9 -51.2 -47.0 -52.5 -51.8 -48.2 -47.5 -53.1 -52.4 -48.8 -48.1 -53.7 -53.0 -49.4 -48.6 -54.3 -53.6 -49.9 -49.2 -54.9 -54.2 -50.5 -49.7 -55.4 34.7 -50.9 -50.2 -55.9 -55.1 -51.4 -50.6 -56.4 -55.6 -51.8 -51.1 -66.9 -56.1 -52.3 -51.5 37.4 -56.6 -52.7 -51.9 Positive +40.9 + +38.5 +41.4 +41.0 +39.3 +38.9 +41.9 +41.5 +39.7 +39.4 +42.4 +42.0 +40.2 +39.13 +42.8 +42.5 +40.6 +40.3 +43.3 +42.9 +41.1 +40.7 +43.7 +43.3 +41.5 +41.1 +44.1 +43.7 +41.8 +41.4 +44.5 +44.1 +42.2 +41.8 +44.9 +44.5 +42.6 +42.2 +45.2 +44.8 +42.9 +42.5 Negative -51.1 -50.4 -46.9 -46.2 -51.7 -50.9 -47.4 -46.7 32.3 -51.5 -48.0 -47.3 -62.9 -52.1 -48.5 -47.8 -53.5 -52.7 -49.1 -48.3 -54.1 -53.3 -49.6 -48.9 -54.6 -53.8 -50.1 -49.3 35.0 34.3 -50.5 -49.7 -55.5 -54.7 -51.0 -50.2 -56.0 35.2 -51.4 -50.6 -56.5 -55.7 -51.8 31.1 Door Width Door Hei ht Roof Heig ht Design pressures calculated using calculation procedures listed in ASCE 7 -02. Pressures assume the entire door's width to be in the end zone (zone 5) of the buildit, Calculated based on enclosed building, any roof slope. Importance factor 1.00, residential application. For mean roof heights less than 15', use 15' pressures. Most garage door openings will not be located completely in zone 5. Therefore individual calculations will result in lower press . 'iced in M COUNTY BUILDING CODE COMPLIANCE Or k ICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) DAB DOORS INC. 12195 NW 98 Ave. 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 by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product'ieapproved as described herein, and has been designed to comply with the Florida Building Code including the Ladish Velocity 1!Itirricane • • DE§CRIP L .Sectional Residential Garage Door 16' Wide. • ROVAt bCUM NT: flrawing No.98-05,.Sheets 1 through 4 of 4, titled "Sectional Residential Garage Door," dated ,,:,91../43/98, w waist revisio "on b5/20/05, prepared by Al -Farooq Corporation, signed and sealed by H. Farooq, PE. bearing the • j ni- Dad %€$ j ty Product Tontrol Approval stamp with the NOA number and approval date by the Miami -Dade County 4uct Control Division. • MISSILEVIPA,32T RAO: Large & Small Missile. • rA$ELING: Each unitar a permanent label with the manufacturer's name or logo, city, state and following • • istakement;: Miami -Dada Mat Product Control Approved or MDPCA ", unless otherwise noted herein. • 4tENEWAL • of 4iis NOA shall be considered after a renewal application has been filed and there has been no change in the • • •ticable bu ldin code negatively affecting the performance of this product. TERMINAWON 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 �f 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panel under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and.tensile tested according to ASTM E -8 by a Miami Dade County approved laboratory selected and paid by the manufacturer. Every 3months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with 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 39,000 psi or more shall be used to make panels for Miami Dade County under this Notice of Acceptance. 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 consists of this page, evidence page as well as approval .document mentioned above. The submitted documentation was reviewed by Candid Font PE. 6 7A. //OS MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No: 05- 0217.02 Expiration Date: July 21, 2010 Approval Date: July 21, 2005 Page 1 • DAB DOORS INC. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing prepared by Al- Farooq Corporation titled "Sectional Residential Garage Door ", Drawing No. 98 -05, dated 02/23/98 with latest revision on 05/20/05 Sheets 1 through 4 of 4 signed and sealed by H. Farooq, PE. B TEST 1. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential.Door with Windows" prepared by Hurricane Engineering & Testing Inc. Report No. HETI 03 -1328 dated 07/15/03, signed and sealed by R. E. Droz -Seda, PE. 2. Test Report,on Uniform Static Air Pressure Test, of "Sectional Residential:Door" prepared by.Hurricane Engineering & Testing Inc., report No. HETI 03 -1329, dated 07/15/03 signed and sealed by R. E. Droz -Seda PE. 3. .'est Report on Tensile Test per ASTM E -8 of "Sectional Residential Door (skin)" • • ' 4r€pared ity I•Turricane Engineering & Testing Inc, report No. HETI 03-T078 dated ,`1•0/%1/03, signetl and sealed by R. E. Droz -Seda PE. •... .• • • • • • • C •CALCULLTIDNS • ••:•1.. • 'R, or caklstions, prepared by Al- Farooq Corporation on 05/10/01, Sheets 1 through 4 ..sig�•ed anti Seed by H. Farooq, PE. • • • • •••• I) • • ••MATERIAZ.CER' 1.H.CATION • • • 1. • Test Repprten Weathering Using Xenon Arc Light Apparatus Test per • ..A G155 of "PVC Extrusion Material" prepared by Hurricane Engineering & Testing, Inc Report No. HETI 04 -A002, dated 09/27/04 signed and sealed by R. E. Droz -Seda PE. 2. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material" prepared by Hurricane Engineering & Testing Inc. Report No. 11E11 04-T251 dated 11/29/04 signed and sealed L Ghia PE. 3. 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 05/06/04 signed and sealed by J. L. Doldan PE. E -1 E STATEMENTS 1. Letter of Code compliance prepared by Al- Farooq Corporation, dated 01/25/05, Signed and sealed by H. Farooq, PE. 2. Letter of No financial interest prepared by Al- Farooq Corporation, dated 01/25/05, signed and sealed by H. Farooq, PE and notarized by V. Bencid. Candido F. ont PE. Sr. Product Control Examiner NOA No 05- 0217.02 Expiration Date: July 21, 2010 Approval Date: July 21, 2005 1)DOR HEIGHT CRISAyS OF •• 6' -6 "• 2 SECTIONS..?. SECTIONS 21" 2 6' -91 • 1 1. ;ECT10N 18 " ,3 SECTIONS 21" •• 7' 21" i 7' -3 "• •• I i SECTIONS - • - 7'-6" ... SECTIONS 18" - 7' -9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18 2 SttiIONS 21" 8' -3 2 SECTIONS 18" 3 SECTIONS 21" 8' -6" 1 SECTION 18 4 SECTIONS 21" 8' -9" 5 SECTIONS 21" - 9' 6 SECTIONS 18" - 9'-3" 5 SECTIONS 18" .1 SECTION 21" 9' -6" • 4 SECTIONS 18" 2 SECTIONS 21 9' -9" 3 SECTIONS 18" 3 SECTIONS 21" 10' • 2 SECTIONS 18" 4 SECTIONS 21" 10' -3" 1 SECTION 18 5 SECTIONS 21" 10' -6" 6 SECTIONS 21" - 10' -9 • 6 SECTIONS 18" 1 SECTION 21" ' 11' 5 SECTIONS 18" 2 SECTIONS 21 11' -3" 4 SECTIONS 18" 3 SECTIONS 21" 11' -6" 3 SECTIONS 18" 4 SECTIONS 21" 11' -9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" - 12' -ft 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 - 14'-3" 6 SECTIONS 18 3 SECTIONS 21 14' -6" 5 SECTIONS 18" 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" CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8' - TO 9' -0" 2 9'-1" TO 11' -10" 2 12' -0" TO 13' -10" 3 14' -0" TO 15' -10" 4 15'-11° TO 16' -2" 5 4 , r, • • ••• •• • •• • ••• • .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO- PRI_sS SLEEVE W/ MIN. 5, TQ.1 SAFETY FACTOR • • • • • •..• • •• • • •••?" X 3" ••• • •• •••• STEEI. PLATE. WITII (4) #14. 1, • SELF DRIWNG SCREWS' • •• •• •• • • • • • • •• ••• • • • ••• 12' -0" TO 13' -10" DOOR WIDTHS DOOR WIDTHS • •• •• •• A ‘k ..1 111111 "� I1 rA rAi CIE r iMinir d IEi1II e er i IJJ ! 1' '1 I' !1 A i � I y _ — V ignaziatmE=31 I l EII HEM ICI 5111rali ri ivEr..-.11 iiiiiv i� �I �� ni p I� Li o � / r A a w cc 0 0 0 • • • 7- 1/2 " - X 3" X .071" GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS LOCK 2/ DOOR 7 -1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE W/ (6) #14 X 5/8" SMS 1 "WX.15THK. LATCH SPRING LOADED SUDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS •••• • • BRACKET STD. UFT DOOR CENTER STILE OUTSIDE HANDLE PUSH NUT H BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3 -1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS OUTSIDE KEYED LOCI( LOCK BAR LOCKING SHOWN 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. 111E11 pill 9'-1" TO 11 -10" DOOR WIDTHS TOP FIXTURE 5-1/2" X 2 -3 / 4 " X 0.1" STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILES 'SEE SCH. 'A' OPTIONAL VENTS - (3) 5" WIPE AT 7" O.C. MAX. OPNG. AREA NOT TO EXCEED 120 SQ. IN. THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE 'A' Li MAX. DOOR WIDTH 16' -2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR 11•11 14' -0" TO 15' -10" DOOR WIDTHS OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE OPTIONAL FLUSH FACE WOOD GRAIN DESIGN ( DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH 24 GA. ROLL FORMED STEEL 48.0 PSF 52.0 PSF DESIGN PRESSURE RATING = • 0 6 2005 0 a 0 z 0 w cz 0 0 0 io •• • • • • • • • • •••• •• • • •••• • ••• ••• O 0 0 z 0 w rn W 1- • • • • • •• • • • • • • GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. - 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 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 NOT SHOWN IN THESE DETAILS ARE NOT PART OF TN,IS APPROVAL. 5. A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. -- -- Approved as complying !Florida Buie' r: , 1 Date 0 7 NOM 0 Miami Da 1:11! 441:40 . . • • • • • • • • M • • l �• • w Z �) • N (n WIC) ct fa Q Z © •• O O Q id Q N C c 0 0) m c O 0. 0 m v 0 v 0 co N N v m 00 0 0 F 0 a 0 it o • 0) 4 0 CO z 0 0 0 0 • W 0 0 ,f7 0 to co co • • •.•t•• • • •1 •••• �• • c. .•••• (o • • 1 • .•••• • '0 • • ••••• I0 0 1, S .. o s drawing no. 98 -05 (sheet 1 of 4 • • • • • JUN 0 6 2005 1ST S ECTION 164TT4M) :RtINFORCINO SOUTHERN PINE 0.55 S. 16 GA. X 2 -1/4 X 3/4" X 2" GALV. SItLL U.BAR REINFORCING TRUSS ® TOP 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 DRIWNG S. .055" X 2 -1/4" X 3/4" X 2" GALV. SILLL U.BAR REINFORCING TRUSS ® 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 DRIWNG S. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW HEX WASHER HEAD TYPE A 1 - 3/8" 1 2" X 2 -3/16" X 3 -1/2" X .010" s1EEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M. & LOCK NUT BOTTOM SEAL X55 PLUM PLATE WR!i 1 /8 ° X 1" S.M.S. O 48" O.C. AND RUBBER WEATHERSTRIPPING OPTIONAL STOP MOULDING BY DOOR INST 1/2" X 1 -3/4" X 16 GA. OPEN TUBE ® TOP & BOTTOM OF EACH PANEL _ #14 X 5/8" SMS 6 PER HINGE 7/8" PUSHNUT INSTALLED ON ROLLER SHAFT INTERMEDIATE SECTIONS REINFORCING 1/2" X 1 -3/4" X .058' FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1 -7/8" X 2 -5/8" X .049" STEEL CENTER S11LE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS # 14 X 5/8" S.M.S. 4/ HINGE 7 -1/2 X .050" GALV. STEEL CENTER HINGE 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 114 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRIWNG SCR. INTERIOR SIDE SECTION B —B POP RIVETS TOP SECTION REINFORCING 7-1/2" X .071" END ROLLER HINGE 1.82" DIA. X .50" STEEL ROLLERS W/ .44 DIA. X 5" STEM 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 DRIWNG SCR. 3/4" X 2" X 2 -1/2" X .049" STEEL END S11LE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE 3" MIN. r EDGE DISTANCE 1/4 -20 SS BOLT & NUT FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES @ 4" 0.C. 3/16" POP RIVETS AT 4" 0.C. (6) FOR 21" STILES (5) FOR 18" STILES 3/8" DIA. POWERS WEDGE BOLT ANCHOR 3 -1/2" MIN. EMBED INTO GROUT FILLED BLOCK 2" MIN. EMBED INTO CONC. (3000 PSI MIN.) 1 PER BRACKET Engr, DR R AYOUN ' FAROOQ STRUCTURES FLA. PE # 16557 'CAN. 24 GA. Sttit PANEL .024" STL. PANEL . —END STILE' , I I - • ... Of 1 SOUD BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL Approved at with the Florida Bai C I: , • Date a 7 at DS NOM f lJ 7 sar. Miami Dade act Control Division z z w O W o ct � a O cn , 4- () w O zw "o z .r Cfl 0 c4 Lr t o 1 W 1 t Qi - wN�F z 10 c 0 a 0 y 0 a c o 5 0 o 0 z 0 t9 0 N 0 0 0. a 0 N 0 0 03 . 0) N • 0 0 0 a 0 P. .c .a . 0 c drawing no. 98 -05 (sheet 2 of 4 DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 86 87 88 6' -0" 18" 18" 18" 18" N/A 1° 11 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21" 18" 18" 21" N/A 1 11 -3/4" 23" 34" 45" 56" 67" - 7' -0 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 7' -6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 8' -0" 21" 18 18 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" HILTI SLEEVE ANCHOR SPACING••• ANCHOR STRUCTURE EMBED SilKliN' . 5/16 BLOCK 1 -1./4" • a: „ CONC. 1" .5, • 3/8 BLOCK 1 -1/4 1 -1/4" • 6 "•. .. 7" CONC. se see • • 00 000 • •• • • •• • 0: 000 SECTION A —A 2" POP RIVETS • • • • •• •• • • 0 - • •• • • • • • SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 14 GA. GALV. SattL ADJUSTABLE SUDE FASTENED TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. 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 2 -3/4" X 5-1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. STANDARD LIFT DOORS 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" MEETING RIB 1.82" DIA. X .50" STEEL ROLLERS W/ .44 DIA. X 5" STEM OPTIONtil INSULATIONS BY 'APACHE PRODUCTS CO' EPS- EXPANDED POLYSTYRENE DENSITY = 1.07 PCF N.O.A. #01 1108.09 OR ISO -25 POLY - ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #01- 1108.08 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) # 14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL . 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) •# 14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48" O.C. AND RUBBER WEATHERSTRIPPING 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS 2" X 5 -1/2" X .104" GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION w z z w II. 0 TRACK CONFIGURATION v CO N WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO 11E BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS (Ma) WITH 1 -3/4 EMBED AND A SPACING OF 1" O.C. OR 3/8" DIA. HILTI SLEEVE ANCHORS, 1 -3/4" MIN. EMBED AND A SPACING OF 10" O.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS, ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS CAST ALUM. CABLE DRUM • HORIZ. TRACK SUPPORT AS READ. BY DOOR INSTALLER CENTER SUPPORT READ. ON DOORS 11 EXCEEDING 8 FT. IN II I� • HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12" *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" O.C. 14. GA. GALV. STEEL TRACK 2 -1/2 X 3 -3/4" X 12 GA. OR 2 -1/2" X 4 -1/4" X 12 GA. TRACK BRACKETS 2 -3/16 HIGH CONNECTED TO TRACK WITH ONE 1/4 -20 BOLTS & NUTS. 1 -1/2" S I ttL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4" 0 HEX HEAD M.S. & LOCK NUT 0 12" 0.C. MIN. EDGE DISTANCE 3 -3/4" TYPICAL — 3" X 2" X 14 GA CONT. STEEL ANGLE 2 -1/2 X 3 -3/4" X.102" OR 2 -1/2 X 4 -1/4" X .102 STEEL FLAT BRACKETS 0 ±12" O.C. CONNECTED TO CONT. ANGLE W/ (3) 1/4° 0 SPOT WELDS ALTERNATE TRACK INSTALLATION Engr: •DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 16557 C.A.N. 538 JUN 0 6 2005 DOUBLE TRACK LOW HEADROOM OPTION CONC.= MIN_ 3000 PSI 1-1/2" L •• • • • • • • • • • • • •• •• • • • •••• 1/4-20 SS BOLT & NUT ONE PER BRACKET 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1 /4- 20X5 /8 TRUSS HD. SLOTTED M.S. & LOCK NUT Approved as complying with the Florida Dakhla Date . 07 1VOA# Miami Division 0 . 1 0) 0 co rn 0 a t 0 0 • • • . 1-1-1 ••••. 00 • Q• ••• • Q • M 0 c• •W - • i - LI_ �• Z� -fn M --- c4 - •00W w a 1. 1:6 • m 0 '• •o Q Z •• to � m . F— c0 F2 -1 v a - = 1- 4 in c 0 c 0 0 0 0 •0 .0 0 0 0 c z 0 W 0 N 0 0 0 0 0 0 J ) ) drawing no. 98:--05 (sheet 3 of 4 • •••• • till • •• • • • • • .•• • 00 • • • ••1f a • •• • • • •• • • •• •• • • • • •.• • • ••• • • . •• 0 o. 0 J 0 ••• • • • • • • • •••• • • •• • • • •• •O•• • : • •• •••• • •• 1 ID Ij I!!•1 Ills I! I! • • • • • • ••• • ••• •• ••• • • • .1` W t���ll - 61 1 1/ DOOR PANEL / GA. (.024) STEEL MIN. 7/16" DIA. WASHER .175 X .062 DEEP GROOVE .175 X .062 DEEP GROOVE 7/16" DIA. WASHER 10#8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" 0.C. MAX. (4) #8 X 3/4" SMS © 1 -3/8" FROM ENDS AND 6 -1/2 O.C. MAX. 1/4" POLYCARBONATE LEXAN BY GE NOA 03- 1210.04 (4) #8 X 3/4 SMS @ 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. (4) #8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. DOOR PANEL 24 GA. (.024) STEEL MIN. 21 3/4" MAX. WDW. WIDTH 18 1/8" • ! ♦ DOOR PANEL 24 GA. (.024) STEEL MIN. J #8 X 3/4" SMS CO 3/8" FROM ENDS AND 4 -1/2" 0.C. MAX. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS 0 15/16" MIN. GLASS. BITE WINDOW WIDTH i'! , '' - it i� i.. ij J .175 X .062 DEEP GROOVE D.L. OPG. EXTERIOR Engr. DR. HLAMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 0 6 200 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION 1.725 ��•.250 1.144 • * INTERIOR FRAM RIGID PVC ONE PIECE INJECTION * PLASTIC COMPLIES WITH SECTION 2605.2 OF FBC 2001 SEE EVIDENCE PAGE Approved as complying with dltb Florida BaMa C pate O72J OS ' OAS _ B' - Miami Diviaio By 0 0 C9• ( t ) v) 0 y 0 o. 0 rn m .0 0 S rn 0 N 0 0 8 0. 0 0 0 0 0 1 0 a • 0 o t drawing no. 98 -05 ( sheet 4 of 4 J Inspection Number: INSP -90257 Permit Number: RC -7 -08 -1339 Scheduled Inspection Date: September 03, 2009 Inspector: Bruhn, Norman Owner: ROBSON, THOMAS Job Address: 1064 NE 97 Street Project: <NONE> Miami Shores, FL 33138- Contractor: GARAGE DOOR SERVICE OF BOCA INC Building Department Comments Cnnlnrnhnrn7 7nn0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132050170200 REPLACE GARAGE DOOR Passed L ; //� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Dena 4 A ..f 4 R