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RC-08-1059 (2)• • ••. •• •• • • • • • • • • • • • • • • • •• •• • • • • • . • NE 'by DAB • •• . • • ... • • • •• •••r • • • • • • • • •• am._......,: I I Designs in Stock GE LEXAN1" Burglary Resistant UV Resistant Top section Only Impact Resistant Skin Though many manufactures claim to have such a product they can not be used in a wind -borne area. This prod- uct has withstood over 1 8,000 cycles of testing along with large and small missile test. IMPACT RESISTANT WINDOW The GE LexanTM material has been used by N.A.S.A. for years as a face., shier for the astronauts. It is war- ranted for 10yrs against fading an fscoloration. Smoke, and Bronze Frames comes in 3Colors White, Almond, and Brown RCou !05q X82 nJE rp 0-11T #: Miami Shores Village APPRJVED ZONING-DEPT- BLDG DEPT DATE Miami Dade County -31"' TO COMPUANCE WITH ALL NOA: 05- 0217.02 +4 ps psf STATE AND COUNTY RULES AND REGULATIONS 7;e1// I /jam ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • -,••• • - *--• . 111 •• • SINGLE CAR ! *Visit www.hurricanemaster.com Standard Door Width (in ft.) 4, 6, 8, 9, 10, 12, 16, 18. weriths arp avalle,,Ulo to 2" ■ocroMems from at 48 ' to 182- wine. 0 Door Height No. of Sections 4 1 9'O", 9'3", 9'6", 9'9" 10'0", 10°3-, 10'6" 6 w N Available only for 14Ft Doors AS SHOWN ONLY GARAGE DOOR SYSTEMS TM r)Fsr7N1 Williamsburg 305 Sherwood Stockton Winston Williamsburg 405 Williamsburg 405 6 12195 N.W. 98th Ave Hialeah Gardens, FL 33018 800-257-2016 Email: info@dabdoor.com 10'9", 11'07, 11'3". 11'6" 11'9", 12'0", 12'3" 7 126“, 12'9", 13'0- . 13'3- 13'6", 13'9", 14'0" 14'3", 14'6", 14'9", 15'0' 15'3", 15'6", 15'9" 9 16'0" 1 0 Smotioo homhts are t:vallable m 18" OF 21" Dealer Information K o% 1D5 ri °CW BUILDING CODE COMPLIANCE Ok'tu'ICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) DAB DOORS INC. 12195 NW 9e Ave. Hialeah Gardens, FL 33018 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 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 is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Sectional Residential Garage Door 16' Wide. APPROVAL DOCUMENT: Drawing No.98-05,.Sheets 1 through 4 of 4, titled "Sectional. Residential Garage Door," dated 02/23/98, with last revision on 05/20/05, prepared by Al- Farooq Corporation, signed and sealed by H. Farooq, PE. bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. 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 or MDPCA ", 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 vwill 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. 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 3 months, 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 bnttoBE. • • • • � .. . . • . . .` • • ...... tmoopirr,7_;,,:• .. : :*: 0 0 • • •• • • • • •• •'. ••• • •• • • • • • • • •'• • • • .•• • • NOA No: 05- 0217.02 expiration Date: July 21, 2010 Approval Date: July 21, 2005 Page 1 ••• • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • •• :' ': '.' .:. ••�•. DAB DOORS INC. tkCor NE 9,15`T 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. '1 EST Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test; of "Sectional ResidentialDoor 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. 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. Test Report on Tensile Test per ASTM E -8 of "Sectional. Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, report No. HETI 03 -T078 dated 10/31/03, signed and sealed by R. E. Droz -Seda PE. C CALCULATIONS 1. Anchor calculations, prepared by Al- Farooq Corporation on 05/10/01, Sheets 1 through 4 signed and sealed by H. Farooq, PE. D MATERIAL CERTIFICATION 1. 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 09/27/04 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. HETI 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 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 A1- Farooq Corporation, dated 01/25/05, signed and sealed by H. Farooq, PE and nota E �Be� id. . • .• . •• by • • � ••S '• : i • : i i • • :• • ▪ • • . : • : Candido F. ont PE. •• • • 6•r. Product Control Examiner :• : • NOA No 05- 0217.02 •• • • xpiration Date: July 21, 2010 Approval Date: July 21, 2005 ... . ..yyll • • • • -0" • • •,• • • • • ••• • .• •• •0 • • • • ■ • os • • • ... •• • ' • • • ••• • • • 10e C•• •• • • • •s es; 7 -1f2" X 3; X •07 • : © GALV. S I LEL •END M1UR :-II :Ge • • • W/ (6) #14 X 5/8" SMS /. ir 00 • • • • • '1 Q 7_1/2"- X 3" X A7':" : • • • • • GALV. STEEL CEN1 :R :41G W/ (4) #14 X 5/e" SMS LOCK 2/ DOOR •• • • • • • •• • • • •• • • • • •• • •• ••• • • • s• • • • • •••• • • • • ••• 1 W X .15 THK. LATCH . G� p SPRING LOADED SLJDE BOLT -LOCK (80TH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7" X 3" X 0.1" STEEL PLATE WITH {4) #14. X 3/4" SELF DRIWNG SCREWS 11 Ink aril lr 11 BRACKET STD UFT DOOR DOOR HEIGHT CONSISTS OF # OF CENTER STILES 6' -6" 2 2 SECTIONS 18" 2 SECTIONS 21" 12' -0" TO 13' -10' 6' -9" 14' -0" TO 15' -10" 1 SECTION 18" 3 SECTIONS 21" 5 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' -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' -Q" 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 SLI:IIONS 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" •• • •• PUSH NUT it?r P,11 d' BRACKET LOW HEADROOM DOOR OPTION lort 7 -7/8" X 3 -1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS CENTER STILE OUTSIDE HANDLE CO cv 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 OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE CENTER STILES 'SEE SCH. 'A' r A inn jjr-- I ,k1 jimigri■m■WA, ! limit I l� -�t�i 1.. . 1 li.1191 !r�ttdr 1iw.■il �r 11111111111111 A lY{ �� MEE �- II I11 11 A II i 111 I w 2 0 O ca 0 0 0 In z 0 U W V) w 0 0 0 T4 0 0 0 0 z 0 U W In 1- OPTIONAL VENTS - (3) 5" WIDE AT 7" 0.C. MAX. OPNG. AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH OPTIONAL FLUSH FACE WOOD GRAIN DESIGN END STILE. LOCK BAR GUIDES INSTAI I FD 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 LOCI( LOCK BAR LOCKING SHOWN 16' -2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT CENTER STILES SCHEDULE 'A' 1 9' -1" TO 11' -10" DOOR WIDTHS JT 12 -0" TO 13' -10" DOOR WIDTHS CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8' -0" TO 9' -0" 2 9' -1" TO 11' -1O" 2 12' -0" TO 13' -10' 3 14' -0" TO 15' -10" 4 15' -11" TO 16' -2" 5 14' -0" TO 15' -10" DOOR WIDTHS 15 -11" TO 16' -2" DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH 24 GA. ROLL FORMED STEEL 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 2004 EDMON 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 'NIS APPROVAL 5. A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. DOOR WIDTHS Engr. DR. HilMAYOUN FAROOQ STRUCTURES FIA PE'# 16557 C.A.N. 3538 0 6 2005 z 0 U) Z CO 0 as CD a m t.--i • 1--- N -<4 o 0 P4 8 om a_ o u, d' U w -- z to, a 2 40 t• oo J ^ >L • w3 0 I K CD 0 <1w`r' .5 W L Approved as complying with IC Florida H Date 072 NOAO Miami D D t dl ivisio • • CO 0 r7 n Q 2 1=-- Ui co 1,1 N rnD cr o z� to CO Cr) t0 c0 tO 0 c y 0 m c 0 0. L 0 0) -o 0 OPT. INSULATION ADDED 0 PER BCCO COMMENTS .0 0 ys a U 0 0 m N 0 0 N 0 0.0 0 0 c m U O rn M N 0 6 0 a_ 1 0 drawing no. 98-05 sheet 1 of 4j • • ••• • • • ••• •• •• • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • 0 • • • • • 16 GA. X2- 1/4 "X3 /t"X2 "••• • • • • ••• GALV. SIttL U.BAR REINFORCING TRUSS TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIAW' §T1 W/ .11+1O • W/ FOUR #14 X 3/4" {El's' 1:/RILU G•S ••: • • • •• •• • • • • •• • • • • • • • • • • • • • • • • • •• ••• 0• • • • • • • • • • • • ••• •• .055" X 2 -1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS © BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ NIO. #14 X 5/8" S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILUNG S. BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 48" O.C. AND RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOM) REINFORCING OPTIONAL STOP MOULDING BY DOOR INST ILEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S. 1/2" X 1 -3/4" X 16 GA. OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL — #14 X 5/8" SMS 6 PER HINGE 4 :4 4 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 DRILUNG SCR. 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" STLEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS # 14 X 5/8" S.M.S. 4/ HINGE 4, POP RIVETS 24 GA. SitLL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOIFS ® 4" O.C. 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. 3/16" POP RIVETS AT 4" O.C. (6) FOR 21" STILES (5) FOR 18" STILES .024" STL. PANEL TOP SECTION REINFORCING 0 —END STILE OUTSIDE OF DOO L? Z o t D o tr a°- O cn W .- 0 in 0 .®fZ5')cx O • a cx3 Q O %c w El_ to I c, - <C w cV 1— 1 co cn C T 3/4" X 2" X 2-1/2" X .049" S I EEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE 3" MIN. EDGE DISTANCE 1. 1 -3/8" 1 2" X 2-3/16" X 3-1/2" X .010" S1LEL 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.S. & LOCK NUT 7/8" PUSHNUT_ INSTALLED ON ROLLER SHAFT 7 -1/2" X .050" GALV. STEEL CENTER HINGE INTERIOR SIDE SECTION B —B 7 -1/2" X .071" END ROLLER HINGE 1.82" DIA. X .50" S1LEL ROLLERS W/ .44 DIA. X 5" STEM SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 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 1/4 -20 5S BOLT & NUT Engr. DR. HUMAYOUN .FAROO4 STRUCTURES FL. PE # 16557 .C.A.N. 3539 Approved e's eoi ptyiigwIt11 i to lorida ; C .,; • Date 2l DS NOA# Miami Dade Division net Control O O w CD' Ct {? J 1-- Z Ci w w Ir J z O U w c if; 0 co m c 0 u. 0 cv v Z 0 U) PER BCCO COMMENTS c 0 0 0 N 0 0 e 0 0) rn N N 0 0 .8 0 L 3 U drawing no. 98 -05 sheet 2 of j POP RIVETS • • ••• • •• • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • 14 GA. GALL. •S•ftEL• AbJLYSTABIt • • • SLIDE FASTENED TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD M.• SRVI9t & NUTS. * • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • HORIZ2114fAtt REINFORCBMIENT. • • • • 1/2" 1 -�34"" (S58" '3 0JED'�TEEL GLUED Irt VERTICAL StILLS MI Sl:... TO • (2) 3/16" POP RIVETS 2 -3/4" X 5 -1/2" X 3" X .104" GALV. STEEL TOP R0111'R BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. 2" X 5 -1/2" X .104" STANDARD UFT DOORS • GALV. STEEL FAS1tNED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS CAST ALUM. WITH 1 -1/4" EMBED INTO MASONRY /CABLE DRUM 3 PER BRACKET Q 41E:V3=11■". 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 HORIZ. TRACK LENGTH •= OPENING HEIGHT PLUS 12" WITH (4) 1/4 -20 SS. BOLT & NUTS HORIZ. TRACK SUPPORT AS REQD. BY DOOR INSTALLER CENTER SUPPORT REQD. ON DOORS i I EXCEEDING 8 FT. IN HEIG II II 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. X5 "SIM SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES OPTIONAL .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 APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) .# 14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WrrH 1/8" X 1" S.M.S. 48" 0.C. AND RUBBER WEATHERSTRIPPING w z z w a O F x 0 0 0 0 m N DOUBLE TRACK LOW HEADROOM OPTION DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 83 B4 85 86 87 138 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' -O" 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" *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C. 14. GA. GALV. SILEL 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. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM - 1/4" 0 HEX HEAD M.S. & LOCK NUT 0 12" 0.C. TRACK CONFIGURATION 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 TIE 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 (A.T1 ) WmaH 1 -3/4" EMBED AND A SPACING OF'X" O.C. OR 3/8° DIA. HILTI SLEEVE ANCHORS, 1 -3/4" MIN. EMBED AND A SPACING OF 9.0" 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR i 5 BARS EXTENDING INTO FOOTING AND INTO 11E BEAMS, ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 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" STLEL FLAT BRACKETS 0 ±12° 0.C. CONNECTED TO CONT. ANGLE W/ (3) 1/4" 0 SPOT WELDS HILTI SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 5/16 BLOCK 1 -1/4" 5" CONC. 1" 5" 3/8 BLOCK 1 -1/4" 6" CONC. 1-1/4" 7" CONC.= MIN. 3000 PSI MIN. EDGE DISTANCE 3 -3/4" TYPICAL ALTERNATE TRACK INSTALLATION Engn 'DR. OLIN FAR00Q STRUCTURES FLA. PE 1 16557 C.A.N. 3538 Mb- JUN 0 6 2005 1 -1/2" 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 ma implying with the Florida %WM Datg . CJ X l NOM O S e3 Miami Dad Canto, Division z zo 0 Pi °O 10 0 CD O CO t 03 O M Q J li- Z F- U) 00 w 0 o Oz� Lt) J N= E 6 0 0) c 0 a CO 0 m v z 0 BCCO COMMENTS .0 0 0 0 0 0 0 C 0 0 to 0, 0 0 0 .0 0 t 0 t drawing no. 98=-05 sheet 3 of 4 • • •• •• • • • • • • • DOOR PANEL • 7- 24 GA. (.024) STEEL MIN. 1 / / • •••. • • • • • • • • • ••• • • • ••• • • WINDOW HEIGHT • • ••• •• •• • • • • • • • • • • • G•• 1 sk P • • AJ el • • 0• • •• • • • • • • • • •d. • • •• • • • • •4 • • • • • • ••.- • • • • • • • • • • •• 4- 7/16" DIA. WASHER •• • • • 1 ■ • •• • 21 3/4" MAX. WDW. WIDTH 18 1/8" MAX. D. LO. • • •• • • •- • • • 1.018 X 3/4" SMS ® 3/8° FROM ENDS AND 7" 0.C. MAX. IIooI PVT∎s' 4:474 =-itliFvili (4) #8 X 3/4" SMS CAD 1-3/8° FROM ENDS AND 6 -1/2" O.C. MAX. .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY GE NOA #03- 1210.04 .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS 0 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. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. a,r:�x24* 41.:4,.:4 -:it iAi 5. ii i It •1 jR 4+s- aAs -44 a at ate,-, At oi 41 it 1 41 I' i; ,7 rrs:a:.. r4.-.K9. IP i, it P.' =iVEisfiitaii 311 4 %! i► I . !i 1 i Q1. t► 01 P. FA i / INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS #8 X 3/4" SMS ® 3/8" FROM ENDS AND 4-1/2° 0.C. MAX. DOOR PANEL 24 GA. (.024) STEEL MIN. tit .175 X .062 DEEP GROOVE -c' 15/16" MIN. GLASS. BITE EXTERIOR D.L OPG. WINDOW WIDTH 1.144 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION 1.725 .250 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION w 0 0 E4 0 �y�0 �y O� c ) * PLASTIC COMPLIES WITH SECTION 2605.2 OF FBC 2001 SEE EVIDENCE PAGE Engr. DR. HL9MAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. , Approved as co plying with t tt Florida WA :i. Cod Date 07 21© ..S UA# riRI$Ii- 0 0 0 f7 SECTIONAL RESIDENTIAL N c0 C ) JUN 0 6 4200; 0 N U) 1 C O 0. L O y w v a 0 N 0 0 0 0 0 0 0 ) dote: 02-23 -9 0 U m i a 0 drawing no. 98-05 (sheet 4 of 4 April 12 t` 2006 Miami Shores Village 10050 NE. 2N'. Ave. Miami Shores, Fl. 33138 •: • D E S I G N CORPORATION Re.: Building Dept. Permit No. RC -05 -1281 Inspection Services Dear Building official: Inspection for code compliance will take place once the contractor exposes the area where the new addition is to connect to the existing structure. The roof rafters will be inspected for proper anchorage to tie beam, as per section 3401.8.2.3.1 paragraph 3. The corners of the existing masonry construction will be checked for tie downs as per section 3401.8.2.3.1 paragraph 2, of the Florida Building Code, 2004. All existing windows have been fitted with Dade county approved shutters and installed by a professional company with a permit. All new windows and doors are to be protected with approved shutters and installed by a professional company with a permit as required. Sincerely, James G. Smith II Smith & Smith Design Corp. LthUr Architect No. 174 11633 N.E. 11th PLACE • N. MIAMI, FLORIDA 33161 • PHONE (305) 892 -9669 • FAX (305) 893 -7222 r PROCESS # FOLIO # . CROWN OF ROAD 10.23 Ft. NGVD FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on . . . es 1- 7. O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME SYD REESE BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 960 N. E. 97 STREET For Insurance Company Ilse: . Policy Number Company NAIC Number CITY MIAMI SHORES STATE FL ZIP CODE 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 3 AND 4, BLOCK 77 OF MIAMI SHORES, SECITON NO. 3, PB 10-37 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ##.#### #°) ® NAD 1927 ❑ NAD 1983 HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 181. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME MIAMI -DAnc B3. STATE FL B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATIONS; NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE 88. FLOOD ZONE(S) (Zane AO, use depth of flooding) I 12025C0093 J 07 -17-95 03-02 -94 X NA 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): 811. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resour es System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when constnx:ti�on of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, ARIAO Complete Items C3. -a-i below according to the bulking diagram specified in Item C2. State the datum used. Ifthedatum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 1929 NGVD Conversion/Comments Elevation reference mark used B-62 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No a) Top of bottom floor (induding basement or endosure) 11. 96 .(m) b) Top of next higher floor N/A . _ft(m) c) Bottom of lowest horizontal structural member (V zones only) N/A . ft.(m) d) Aitated yQI tlge (top o .pub) —. 06 ft .(m) e) Lowest elevation of machinery andlor equipment servicing the building (Describe in a Comments area) N/A . _ft.(m) f) Lowest adjacent (finished) grade (LAG) 10.2 ft(m) g) Highest adjacent (finished) grade (HAG) 10. 8 ft(m) h) No. of permanent openings (flood vents) within 1 t above adjacent grade WA i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) M Fert R. Toussaint 907 June 17. 2005 Or( et No. 13737 SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME ALBERT R. TOUSSAINT IJCENSE NUMBER 907 TITLE PRESIDENT ADDRESS 620 N.E.126 Street SIGNATURE, I /j J9 (30iLe. COMPANY NAME A.R. TOUSSAINT & ASSOCIATES, Inc. CITY STATE ZIP CODE NORTH MIAMI FL 33161 DATE TELEPHONE 06/17/05 305 891 -7340 IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. 960 N.E. 97 STREET Poky Number CITY • STATE ZIP CODE MIAMI SHORES FL 33138 Company NAIL Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Bevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR-F, Sec311 C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the budding, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunit s fioodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zane A (without a FEMA or cormnunity- issur d BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my know ledge. PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offiaai who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Cornf„ete the applicable item (s) !(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community-issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor (induding basement) of the building is: — ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS S1 N.E .,01. 97th • STREET 96 ti M N.E. 97th- STREET 1 GRASS AREA chi, IPA,; 0 N FD. 1 IP �.= 03 :S 0 a J co orn N N O N.E. 96th STREET 30' 30' 0 W 9' 3 Y 3'CEt WALL // 12.14' /// 26.4'/ 0.1' CLR 11.76' 19.64' 21.65' 21.1' C-▪ ) ▪ ALUM x / ' 6° Rope,• ��'•PI STAMPED C NO moo. - :A N DECK z 0 U 3.0' N N N O 50' P/L 50' WD. POLE 0.1' CLR 0 NI _LEGEND: AC = ALUM. = C.B.S. = CONC = CL = CLR. _ Fb//P IP =- LB _. OVHD. P/L RLS =- WD. AIR CONDITIONER ALUMINUM CONCRETE BLOCK STRUCTURE CONCRETE CENTERLINE CHAIN UNK (FENCE) CLEAR EDGE OF PAVEMENT FOUND IRON PIPE AND SURVEYOR BUSINESS OVERHEAD PROPERTY LINE EWOOGISSTERED LAND SURVEYOR No. GRAPHIC SCALE: 0 10' 20' 40' SCALE: 1 INCH = 20 httl 60' SKETCH OF SURVEY A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB -273 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 ORDER No. 13737 DATE: MAY 5, 2005 REF: ORDER No. 11659 SCALE: AS SHOWN FS: 453 PG. 2 REVISED: JANUARY 10, 2006 PATIO LOCATION ,OVHD.+WIRES- 15. ALLE`( °o ASPHALT PAVEMENT SURVEYOR'S NOTES: (1) ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. 1929. (N.G.V.D.) LEGAL DESCRIPTION; LOTS 3 AND 4, BLOCK 77, OF °MIAMI SHORES SECTION NO. 3° ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA SURVEYOR'S CERTIFICATION; WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VAUD WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, INC. ALRERT R. =MANY KEGISTF.RED ENGINEER NO. 8939 :iEGISPERED LAND SURVEYOR NO. 907 STATE OF RORIDA FLORIDA CERTIFICATE OF AUTHORIZATION LB -273 PRES. 118.8' i 50 r 510' a 50' 5 2 1 In In 6 .- 6 .0,,' 50' / 50' A n 50' GRASS AREA chi, IPA,; 0 N FD. 1 IP �.= 03 :S 0 a J co orn N N O N.E. 96th STREET 30' 30' 0 W 9' 3 Y 3'CEt WALL // 12.14' /// 26.4'/ 0.1' CLR 11.76' 19.64' 21.65' 21.1' C-▪ ) ▪ ALUM x / ' 6° Rope,• ��'•PI STAMPED C NO moo. - :A N DECK z 0 U 3.0' N N N O 50' P/L 50' WD. POLE 0.1' CLR 0 NI _LEGEND: AC = ALUM. = C.B.S. = CONC = CL = CLR. _ Fb//P IP =- LB _. OVHD. P/L RLS =- WD. AIR CONDITIONER ALUMINUM CONCRETE BLOCK STRUCTURE CONCRETE CENTERLINE CHAIN UNK (FENCE) CLEAR EDGE OF PAVEMENT FOUND IRON PIPE AND SURVEYOR BUSINESS OVERHEAD PROPERTY LINE EWOOGISSTERED LAND SURVEYOR No. GRAPHIC SCALE: 0 10' 20' 40' SCALE: 1 INCH = 20 httl 60' SKETCH OF SURVEY A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB -273 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 ORDER No. 13737 DATE: MAY 5, 2005 REF: ORDER No. 11659 SCALE: AS SHOWN FS: 453 PG. 2 REVISED: JANUARY 10, 2006 PATIO LOCATION ,OVHD.+WIRES- 15. ALLE`( °o ASPHALT PAVEMENT SURVEYOR'S NOTES: (1) ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. 1929. (N.G.V.D.) LEGAL DESCRIPTION; LOTS 3 AND 4, BLOCK 77, OF °MIAMI SHORES SECTION NO. 3° ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA SURVEYOR'S CERTIFICATION; WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VAUD WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, INC. ALRERT R. =MANY KEGISTF.RED ENGINEER NO. 8939 :iEGISPERED LAND SURVEYOR NO. 907 STATE OF RORIDA FLORIDA CERTIFICATE OF AUTHORIZATION LB -273 PRES.