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RC-12-504Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 !Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Bill To PATRICIA LIEBER 137 NE 92 ST MIAMI SHORES, FL 33138 Date Fee Name 03/23/2012 Permit Fee 03/23/2012 DBPR Fee 03/23/2012 Scanning Fee 03/23/2012 Technology Fee 03/23/2012 DCA Fee 03/23/2012 CCF 03/23/2012 Education Surcharge Invoice Number: RC -3 -12 -43737 Invoice Date: March 23, 2012 Permit Number: RC -3 -12 -504 Bond Number: Comments: Fee Type Percentage Calculated Calculated Calculated Calculated Calculated Calculated Fee Amount $300.00 $4.50 $18.00 $8.00 $4.50 $6.00 $2.00 Total Fees Due: $343.00 Payments Date Pay Type Check Number Amount Paid 03/23/2012 Check 8089 $200.00 Change $0.00 Total Paid: $200.00 Total Due: $143.00 II Thursday, December 27, 2012 Miami -Dade County - Permitting, Environment & Regulatory Affairs - 12/11/12 11:12 AM Product Information for N.O.A. 11- 0119.21 NOA c_11-011921 File Classification High velocity hurricane zone Category Doors Subcategory Sectional Material Steel Applicant DAB Door Company. Inc File Status Superseded Expiration_Date August/9/2016 Impact Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 50 Maximum_Design_Pressure_Negative 60 Description 9'-4" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Optio Page Last Edited: Fri Feb 17, 20121:41:19 PM 02011 Miami -Dade County. Ali rights reserve. •Dade County. All rights reserved. http: / /www.miamidade.gov/ building /pc- result_app.asp?fldNOA =11- 0119. 2... ch= Go& Classiflcation= 6% 2CLIsting% 2C2 &appllcantlist= 0 &categorylist =0 Page 1 of 1 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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/lruildlug DAB Door Company, Inc. 12195 NW 981' 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 by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) 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 performs 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. BORA 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: 9'-4 "Wide x 16'High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door ", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by A1- 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: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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. 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 # 09. 0128.04 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. NOA No. 11- 0119.21 Expiration Date: August 9, 2016 Approval Date: March 31, 2011 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -09, titled "Sectional Garage Door ", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 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. IIETI- 08- 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, F.E. "Submitted under NOA # 09- 0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, P.E, "Submitted under NOA # 09- 0128.04" 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 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS "Submitted under NOA # 09-0128.04" 1. Anchor verification calculations prepared by A1- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) Carlos M. Utrera, P.E. Product Control Examiner NOA No. 11-0119.21 Expiration Date: August 9, 2016 Approval Date: March 31, 2011 E -1 DM3 Door Company, inc. NOTICE OF ACCEPTANCE :. EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoani, LLC, for their Insulfoarn Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11 /12. "Submitted under NOA. # 05- 0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM 0155 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -A002, dated 09/27/04, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11/29/04 signed and sealed by I. Ghia, P.E. 7. 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, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest, issued by Al- Farooq Corporation, dated 09/09/10, signed and sealed by Javad Ahinad, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0128.04, issued to DAB Door Company, Inc, approved on 03/18/09 and expiring on 08/09/11. v3 /o/d Carlos M. Utrera, P.E. Product Control Examiner NOA No. 11-0119.21 Expiration Date: August 9, 2016 Approval Date: March 31, 2011 E -2 000R HEIGHT CONSISTS OF 6' -6" 2 SECTIONS 18" 2 SECTIONS 21" 8' -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 SECTIONS 18" 2 SECTIONS 21" 8' -3" 2 SECTIONS 18" 3 SECTIONS 21" 8' -8" 1 SECTION 18" 4 SECTIONS 21" 8' -9" 5 SECTIONS 21" - 9' 8 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" lO' -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° IV -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" 8 SECTIONS 21" 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" - 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" 14' -6" 5 SECTIONS 18" 4 SECTIONS 21" 1(-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" - 18' 6 SECTIONS 18" 4 SECTIONS 21" .) 7-1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE W/ (6) # 14 X 5/8" SMS Ivr rtnivrcr J— I/z A L —.) /4 A U.I STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILE - OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE A .071" X 7 -1/2" GALV. STEEL CENTER HINGE W/ (4) #14 X 1/2" SMS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 6 "X3 "X0.1" STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE OUTSIDE HANDLE 1" W X .15" THK, LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED w/ (4) # 14 X 1/2" S.M.S. S /8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS ("4 OPTIONAL VENT (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 5O. 114. —COLONIAL DESIGN BRACKET STD. LIFT DOOR END STILE BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3 -1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS 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 LOCK BAR LOCKING .SHOWN ALTERNATE TO LOCKS SHOWN ABOVE INSIDE E,.EVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING DR 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 NDT PART OF THIS APPROVAL. 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S 0 i3 OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOUR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF -- 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT Engr: JAVAD AHMAD CNNL F1,A. PE # 70592 C.A.N. 3538 PRtm?U4" ti'W11D oalNlnvak ANC Ow* Nit•f <+ //.1114$ir'- A t3 Q O t t9 w 305) 556 - 6624 0 4 Iv a 1 4. .0 0 0 0 0 N Q m 8 0 o_ 4 w )s" 1 drawing no. 01-09 (SFIB @t i Of 5 FOR CONNECTION OF WOOD SUCK TO MASONRY SEE NOTE ON SHEET 4 STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW (FULLY THREADED) ONE PER BRACKET OPTIONAL STOP MOULDING BY 000R INSTALLER SOUTHERN PINE 0.55 S.G. #14 X 5/8" SMS 6 PER HINGE 1/2" X 1 -3/4" X .059" FORMED STEEL - -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS © 12" O.C. 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 18 GA. STEEL END STILE, CONNECT TO PANELS WITH AND 3/16" ALUM RIVETS SEE DETAIL MOVE 1 -7/8" X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS 4/ #I4 5/8" S.M.S. POP RNETS EDGE DISTANCE 1.9" X 2.19" X 3.3" X .1020 STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 24 GA. STEEL PANEL 3/16" ALUM RIVETS FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 400.C. END STILE ANCHORS; A) 3/8" DIA. POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONCRETE 1 -7/8" MIN. EDGE DISTANCE E0 3/8" DIA. HLC SLEEVE BY 'HILTI' 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 1 -3/16r- ANCHOR TYPE A OR B (t) PER RACKET SEE SHEET 3 FOR BRACKET SPACING 2-1/8" X 1" X .0780 GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 7 -1/2" X .050" GALV. STEEL CENTER HINGE 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT SECTION B -8 INTERIOR SIDE 7-1/2" X 3" X .071" END ROLLER HINGE 1.820 DIA. X .50" NYLON /STEEL ROLLERS W/ .44 DIA. X 4-1/4" STEM 1/4 -20 SS BOLT & NUT &+9r CIVIL FLA. PE ! 70592 C.A.N. 3538 SEP 1 4 2010 PRODUCT UNWED ag wflR+i4 Flo* =NB z t o a IC CI aq t^) Q1Q8 01 ti a a:10 14 46 SP 0 CD O t by_] description 0 V s U 8 1 2 0 0 8 0 8 drowing no. 01--09 Sheet 2 of 5 2 -3/4" X 5 -1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) 1 14 X 5/8" S.M.S. . 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUT'S. 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 HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EXREEDING 8 FT. IN HEIGHT 11 A -"- L x L A I/O MUMM.P.PnAt SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" 0.C. REST AT 9" Q.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4 -20 X 5/8" BOLT & NUT A+- J (0%mui HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12" P 11 1 14 GA. GALV. STEEL TRACK VERTICAL TRACK 2 -1/8" X 1" X .060" SECTION A —A 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 HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" 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" ROLLERS W/ .44 DIA. X 4 -1/4" STEM DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH 01 02 83 04 85 06 87 88 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 58" 67" - 6'--6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 58" 67" - 7' -0" 21" 21" 21" 21" N/A 1" 11-3/4" 23" 34" 45" 56" 67" - 7'--6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 8'--O" 21" 18" 18" 18" 21" 1" 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. OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS LLC' EPS- EXPANDED POLYSTYRENE DENSITY ma 1.05 PCF N.O,A. #07- 1107.08 OR 150 -25 POLY - ISOCYANURATE DENSITY og 2.0 PCF N.O.A. #07- 0301.10 OR BY 'INSULFOAM LLC' DENSITY a 0.92 PCF N.0.A. /07- 1016.07 1.9" X 2.19" X 3.3" X .09D" STEEL TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ) 1/4" BOLTS & NUTS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY 0-40 MIN. YIELD STRENGTH go 34 K51 WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 1 1 if TRACK CONFIGURATION VERTICAL UFT HIGH LIFT STANDARV LIFT L1.0.11EiMati DOUBLE TRACK AM tt4L TACK OPTIONS 12 GA. GALV. STEEL '--� WB/I (4) #8114 X 5/88 FASTENED MODUCT Rs1EwPD • asClaa*Yissa with Ow PIM& Aceepterce // /9 4 2/ SECTION A —A BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. @ 48" 0.C. AND RUBBER WEATHERSTRIPPING ay -drawing no. ' 01--09 (sheet 3 of 5 WOOD FRAME BUILDINGS STUD WALLS OR 000R OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEOUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 20" 0.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED 16" O.C. INTO 3000 PSI CONCRETE. WITH 1 -3/4" MIN. EMBED 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 14" 0.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED 18" 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 'NTW' WITH SPACING OF 24" 0.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 2" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY `HH.TI' WITH SPACING OF 17" O.C. INTO BLOCK WALL. WITH 1-1/4" MIN. EMBED. 4" MIN. EDGE DIST. 18" Q.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2 -1/2" MIN. EDGE DISTANCE 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. REPARATIQN OF Amps BY OTHERS 5/16" X 1 -5/8" LAG SCREWS AT 12" O.C. STEEL STRUCTURE BY OTHERS MUSE SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS WITH WASHER & NUT AT 12" 0.C. MAX. 171/4" X 2-1/2" X 14 GA CONT. STEEL ANGLE ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8" 1 -5/8" 3/8" HLC SLEEVE BY 'HILT!' FILLED BLOCK 1 -114" 8" 4" I 3/8" DYNABOLT BY TW' CONC. 1 --1%2" 8" 2" 3/8" DYNABOLT BY 'ITW' FILLED BLOCK 1 -1 /2" 8" 3-3/4" 3/8" POWER -BOLT BY 'POWERS' CONC. 2" 8" 1 -7 /8" 1-7/8" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1 -1/2" 8" CONCRETE re = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 12 GA. GALV. STEEL FLAT BRACKETS *3" LONG AT 12" 0.C. IN DOOR OPNG. AT 18" O.C. ABOVE DDOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 2-1/8" X 1" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT ALTERNATE TRACK INSTALLATION e■g► .NAY 71HMAp CIYiL FLA. PE # 7_0592 _ C.A.N. 3935 PRODUCT iltENEVAID as samplyies whit Soo /1IA% Otsiiiise tea i.1w:iC�l✓1�' 0 10 tga 8' Pt gleg Cal 1;i2LI » �p OagiO t Ix 0 0 SECTIONAL GARAG co 1 U.t" d Z 1Ztn z to CO ia o'p I Les z a. c v A b�N � O 8 ca t 8 t drawing /inn. 01--09 (sheet 4 of 5 DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA, WASHER #8 X 3/4" SMS O 3/8" FROM ENDS AND 7" 0.C. MAX. (4) #8 X 3/4" SMS O 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08-0305.02. .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS 0 1 -3/8" FROM ENDS AND 6 -1 /2" O.C. MAX. 18 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. 18 X 3/4" SMS 0 3/8" FROM ENDS AND 4-1/2" O.C. MAX. 5 8 x * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 21 3/4" MAX. VUU 1.765 1.144 .176 M- * EXTERIOR FRAME RI 10 PVC ONE PIECE INJECTION 1.725 * INTERIOR FRAME RIpO PVC ONE PIECE INJECTION 0 tV. i iO it NYK4lY�MSiYI'TMaY�i:C,L :FMT� i14Y�Yi� .9 MM s.�ckurwe. 1 ti ft !. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP GROOVE PRODUCT I1tV1 1NSID se worfriki gbd4sMidtllh!llClli•r A 92/ DOOR PANEL 24 GA. (.024) STEEL MIN. EXTERIOR D.L. OPG. 15/16" M WINDOW WIDTH 14 2010 drawing no. 01--09 sheet 5 of 5 7210 S.W. 126th. COURT, MIAMI, FLORIDA 33183 AN 1NO J. - GARCIA, PLS. LAND SURVEYOR' & PLANNER PROPERTY ADDRESS: 137 N.E. 92nd. STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: LOTS 18 AND 19, BLOCK 23, OF "AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. • F.I.R. .1°4 15' WIDE ALLEY• -_J 9• AspHALT N89 °48'58 "W 100.00' PAVEMENT PH. (305) 956 -4566 FAX. (305) 595 -1454 RECORD SURVEY SCALE 1 "= 20' $ F.I.P. 0 z • 5 0 N 1r' .t- sd. Tz-035' 1g to r -1 I SEPTIC TANK AND 1 DRAINFIELD AREA 1 AS PER CLIENT 1 LOT 19, BLOCK 23 BUILDING • 263' r jIr o 20' '�t-x LOT 18, BLOCK 23 .LOT LINE. 1• I RESIDENCE • �• # 13f 23.3 "• 34.66' 10.6' CONC. •ALL 011 t • F.I.P. r3.05' 1' r LOT 30, BLOCK 23 rLn r w r ~ w Z E2:73. 0 Q. LLI Q =0 O Z u) U O < = w U)i -D-' O I"CD O W Z I r wa QLLW� w Q u) co Co Z= I- - 1- >- Z O Z 220 Z Wl0 w I- mow = Z tr co 130 F.I.P. �y N89•48'58"W 345 BO.B f F.I.P. w Z w Q W z u- O w z J 1- Fn w 25' PARKWAY 16.5 ASPHALT PAVEMENT N.E. 92nd. STREET LEGAL NOT S 1915 SURVEY DOES N01 REFLECT OR DETERWNE OWNERSHIP. EXAMINATION OF THE ABSTRACT Of TITLE 611.1 HAVE TO BE MADE TO DETERWNE RECORDED INSTRUMENTS, B ANY, AFFECTING THE PROPERTY. THIS SURVEY 6 SUBJECT 10 DEOTCATIONS. LDIIATIONS. RESTRICTIONS, RESERVATIONS DR EASEMENTS Of ReCOR05. LEGAL DESCRIPTION PROVIDED BY CLIENT. THE ttADiuTY Of TH6 SURVEY 5 LIMITED TO INC COST Of INC SURVEY. UNDERGROUND ENCROACHMENTS, IT AMY, ARE N01 5FIDoN FIRM HAS NOT ATTEMPTED 10 LOCATE FOOTING ANO /OR FOUNDATIONS AND /OR UNDERGROUND IMPROVEMENTS Of ANT NATURE. D sHowNABEARINGS ARE REFERRED TO AN ASSUMED MERIOWI. IF SHOWN, ELEVAIIW6 ARE REFERREDIW0 4.0.14.0. OF 1929 (75' TOTAL R/W) - DATE 0 LD WORK REVI S ON Ra SED ON 06 -17 -20 FOR: PATRICIA LIEBER It* (B /C) ANIANR �/ P.L.S.M 5105 1 V ii INC ". A+D THC 01141Al SEAL OF a Its ,u- :. NSEO SURVEYOR MO ORDER NO. 11 -0186 LEGEND AND ABBREVIATIONS C0 4t,• 06411. w4 •..•0'•0915 L•504•1 ER W. Co C..8 • CNORO RC [ARINC. OR. • MK. �. a CO [ t S. a r¢.a. = tu"M"t R[OKIc CL • CIX OR. r. OR•S P.1. K0 10 mow. .SPO. • A5PO4t CA OR C C[xt0R toot 0 • DST. lA. - [119500 BNSRKSA i.x • .9t 10 SCA[[. B CA. COw [no r[1C. [LLV WNW.. �`•C • [oK[St AMR =POOR "�. OR i • .1115[0, 15.0 RCNCN wont • CW4 RRRt[NUK1 (PM • dCR0.CM0 ty ' owO[RRK( [Fi[Ktl. O;".. p4 m uQi 00 .RC 0.560.50 W &ARMS. C.C. • CCC•COCIt. i oX roUMD pRRLTR"Wt[KR [... [15}11 M[C. g - 0/i 5[T. C.P. • C00CRCIC POST. i✓✓. - OWNED FLOOR 16 •nK[O ORKNSW OR$ • OIto04 IKODRD 8001 (CI 'W0RA1(p OPK.IS9N. CS • CMCgCT[ STAR I.N. .IRK .IrORANC .IRbJifE' P$ • 141 BOOK. _ C . CATCH R SW. 02. • r= 0ASC.oCOO TAP. - 100150 000 100 y0* • 0011114.1. M lK. P.CC • P0[R 1.10100 CAS • WORM QO01 St000RRC' • OCCItd'1. flit iOP1p 8100 1500. • o10R10. P CAS,. • 104 I COMMIE OtOCA 0...0.0.1. • ORAp.R a rm. • 00). Paul. RAP.O • NO A PART Or. • CoN1. `0 • 11o515µ 00EE. 0000.10 fa• O11. rY-,0 • 9000 Matt. PC • P•OC_ • PROPOSCO [18n10µ 0003 • CPS.[ M.O. M 1--3.1 • Cm. goof num �! • CA$ v4L P4 • • aRUMCM ODNTRa PL P'"[• OR P[AC[. R . R 10*5, yy TIP.. S[t i0" Pro[ Prt • 1000( 11 .C" MI . OCCORK0 0.0;0501 MP C0• ...,S 2101 it$•�_ RW' • R.O4 SD. • 1010[0[0 0010.. AOR[S1051.10 150. • ROM. St. • SOW. P.OA, •• VR.11 OT PORCO . RQ • 0100."CC- S0.0 100 ,q0. PAL • 10.0 O< 01 (PERSt tl 11.1.t. .0(000)100 UNO t IA.9[tl PAC.. 10150 00 002010 0*000. 0011015. 1PS TOP040. RA). • PCWON[.R 00,5)0 1(R.P. - 000,1 P00R. .[ • Rn1M1 050010. *OW1Nt. R.R. • Rol 00.0. OD. •0140' POT. P. 100. • P0000RK �,RA• • *5)0) O/ •q1. or. • Ym[o10. PT. • PORR Or W0000*. S • 1090. - 0151. 0001. • PAV[NERI. SICOROS. *,i .0001001[. PWI.t . P.TK•w.Y. 10C • SEC10.. *v iR MGR. .. • 0410 045). l COVER SHEET Wind Pressure Calculations Project: Lieber Residence 137 NE 92nd Street Miami Shores, FL 33138 INFINITY ENGINEERING Infinity Engineering Services, Inc. 14746 SW 60 St Miami, FL 33193 Tel: 786- 287 -3922 www.InfinityEng.us CA# 26963 Michaelireto, PhD, PE Civil PE# -66360 DESIGN WIND PRESSURE FOR WALL COMPONENTS & CLADDING ASCE 7 -10 ( C &C < 60 ft ) Wind speed (mph) V = 175.mph Mean Roof Height h = 15.ft Risk Category := "11" Exposure Category = "C" Kn = 1.00 Kd = 0.85 KZ = 0.85 qz:= 0.6.0.00256•Kz.K .Kd•V2. 12 = 33.94.psf ft WALL PRESSURES A. = 63.00 FIND DISTANCE "a ": Zone 4 Zone 5 P4pj = 35.4 • psf P4nj = -38.6 Length of Building (ft): Width of Building (ft): ao := min[(0.1 •min(w, L)), (0.4.h)] = 2.10ft a = max[(3•ft),ao,0.04. min (w,L)] =3.00ft •psf P5pj = P5nj = 35.4 •psf -44.2 •psf L := 26.3-ft w =21•ft DISTANCE "a" (ft): a = 3.00 ft