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WS-12-2302Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 182502 Permit Number: WS -12 -12 -2302 Scheduled Inspection Date: December 12, 2012 Inspector: Bruhn, Norman Owner: Job Address: 9230 NE 2 Avenue Miami Shores, FL 33138 -2805 Project <NONE> Contractor: FAB INTERIOR & EXTERIOR INC. Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060133050 Phone: (305)751 -4447 Building Department Comments REMOVE AND REPLACE GARAGE DOOR Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 11, 2012 For Inspections please call: (305)762 -4949 Page 25 of 41 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: Ua}, 0 2U12 Permit No. Master Permit No. ROOFING JOB ADDRESS: Ci I Y1& Prie, City: Miami Shores County: Miami Dade Zip: 33 1-3 g Folio/Parcel #: -- 5206 UF5 OQ Is the Building Historically Designated: Yes NO Flood Zone: ‘0— N 00d1 "kckeire41,4 pit;%„ At, (r ." 1. Phone#: f �V,� ►Q OWNER: Name z eeb9i- Titleholder): 1W 1-5 A ess: 1 ()Tic City: P(l, MCA ° Tenant/Lessee Name: -L) Email: State: Zip: Phone #: CONTRACTOR: Company Name: ' C r Address: 2. 6 e, C City: 0 $hov, S State: Qualifier Name: 3`10 C6ktirrtia0 Phone#: i(t) State Certification or Registration #: Certificate of Competency #: Contact Phone#: " . t.u. E ddress: a_ ,�t � ��s Ire�a� � DESIGNER: Architect/Engineer: Phone# r a s - - 411.1- FL Zip: 33 1 3 8 Value of Work for this Permit $ i 500 Square/Lirieoi! Footage of Work: Type of Work: DAddition DAltera(ion ONew OR air/Replace ODemolition Description of Work: _Reiry\ote t@afft dmr.5) Cz.) Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* **** *** * * *** ******* ** ********** et) Submittal Fee $ Permit Fee $ // CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 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 ELECTRICAL 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. Owner or Agent The foregoing instrument was acknowledged before me this day of 404 , 20 I A , by " ,�► 2` S GI.� 11 , who is personally known to me or who has produced 1� As identification and who did take an ogthth, NOTARY PUBLIC: Sign: Print: BRANDON MANASA Signature The forego' day of 4111 021 who is Contractor strument was acknowledged befo m this�JCi5?1'11AQ —'a Notary Public • State of Florida , My Comm. Expires Apr 17, 2015 Pr. C Commission # EE 85048 or °l4 My Commission Expires: ** ** * * * * * * * * ** * *** * * * * * * * ** APPROVED BY * * ersonally known NOT to me or who has produced as identific PUBLIC•. a Si ; Print: 'e,,4-11(tee, `® y My Commission Expires: OA 106 I 13 ev Pot, Notary Public State of Florida Desiree Ramos 4 t ", ®" My Commission D0877402 t o4: Expires 04/05/2013 o ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /17-41 Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) When recorded return to: JPMorgan Chase Bank, National Association 7255 Baymeadows Way Reo Dept. — FL5-7241 Jacksonville, Fl. 32256 LIMII ED POWER OF ATT'ORNEY KNOW ALL MEN BY THESE PRESENTS, that Deutsche Bank National Trust Company, a national banking association organized and existing under the laws of the United States, and having its usual place of business at 1761 East St. Andrew Place, Santa Ana, California, 92705, as Trustee (the "Trustee") pursuant to those certain Pooling and Servicing Agreements referenced on Exhibit A (the "Agreements") by and among the Trustee, Washington Mutual Bank, formerly known as Long Beach Mortgage Company, and Long Beach Securities Corp, and in accordance with the Purchase and Assumption Agreement among the FDIC as receiver of Washington Mutual Bank and JPMorgan Chase Bank, N.A. dated as of September 25, 200, pursuant to which JPMorgan Chase Bank, N.A. assumed the servicing obligations of Washington Mutual Bank, FA under that certain Servicing Agreement dated April 1, 2001 between Washington Mutual Bank, FA and Washington Mutual Mortgage Securities Corp, hereby constitutes and appoints JPMorgan Chase Bank, N.A., as Servicer (the "Service?'), by and through the Servicer's officers, the Trustee's true and lawful Attorney-in-Fact, in the Trustee's name, place and stead and for the Trustee's benefit, in connection with all mortgage loans serviced by the Servicer pursuant to the Agreement solely for the purpose of performing such acts and executing suth documents in the name of the Trustee necessary and appropriate to effectuate the following enumerated transactions in respect of any of the mortgages or deeds of trust (the "Mortgages" and the "Deeds of Trust" respectively) and promissory notes secured thereby (the "Mortgage Notes") for which the undersigned is acting as Trustee for various cortificateholders (whether the undersigned is named therein as mortgagee or beneficiary or has become mortgagee by virtue of endorsement of the Mortgage Note secured by any such Mortgage or Deed of Trust) and for which JPMorgan Chase Bank, N.A. is acting as the Servicer. This Appointment shall apply only to the following enumerated transactions and nothing, herein or in the Agreement shall be construed to the contrary: 1. The modification or re-recording of a Mortgage or Deed of Trust, where said modification or re-recording is solely for the purpose of correcting the Mortgage or Deed of Trust to conform same to the original intent of the parties thereto or to correct title errors discovered after such title insurance was issued; provided that (i) said modification or re-recording, in either instance, does not adversely affect the lien of the Mortgage or Deed of Trust as insured and (ii) otherwise conforms to the provisions of the Agreement. IN WITNESS WHEREOF, Deutsche Bank National Trust Company, as Trustee has caused its corporate seal to be hereto affixed and these presents to be signed and acknowledged in its name and behalf by a duly elected and authorized signatory this 14th day of September 2012. Witness: Jenny P-4 Deutsche Bank National Trust Company, as T tee B /IL ArtiLit OF Name; Melissa Rossiter Title: Vice President Prepared by: State of California) County of Orange) On September 14, 2012, before me, Jerome Jackson, Notary Public, personally appeared Melissa Rossiter, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct, Witness my hand and official seal. Q1211.41}N AA,_ Nthary signatu 5 44. JEROME JACKSON Comrnisslon # 1836222 Notary Public • California Orange County My Comm. Loges Feb 13, 2013 ACKNOWLEDGMENT State of California County of SAN oTE On CTu3Ea_ 23 zo rt.. before me, (locvc n. -r owe,. Wia,u& y - NnTna -y PL.r1Ls4 (insert name and title of the officer) personally appeared 514ANtior•) Lfisc,4 P�t�. who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) ROBERT OWEN HARVEY Commission # 1968299 Notary Public - California I San Diego County it M Comm. Tres Feb 2, 2016 4 N.E. 93RD STREET (75' RAW) (19' PAVED) FOUND 1/2" IRON PIPE (NO ID.) 5' WALK Im WOOD - FENCE LOT 6 BLOCK 23 FOUND 1/2" IRON ROD (NO ID.) 15 RAN (PLAT) 0.2' -. O CO 0 Kw 0 0 0 d O O z N 8.6' S89 °51'06 "E 105.06' CONC. DRIVE 35.9' 24,0 ' CONC. 35.9' 0 UI! EEC 016 t6 It P.C. FOUND 1/2" IRON PIPE (NO ID.) (0.04'14, 0.02'W) P.I. FOUND' DRILL HOLE (0.34'N) P.T. FOUND 1/2" IRON ROD (NO ID.) 40.00' ow'Z @ r epk 343118 ‘6°If LOT 1 BLOCK 23 15.1' 11.9. C" ri • w�►�`� 4.5' 1 STCRYY RESIDENCE Trot w . 0:: N > 0 1t. A U � 4.5' N CONC.. DRIVE N D2'X2' 03')(4' cJ2.5'X2.5' F.E. A/C CONC. 43.0' ,24.94' r LOT 2 BLOCK 23 C.B.S. WALL (FENCE ON TOP) WOOD FENCE N89 °51'06 "W 130.00' nte . r2$kc v a en,Le LOT 3 BLOCK 23 L 0 FOUND 1/2" IRON ROD (NO ID.) 40.00' m a 0 [V so0 0o 00 (B.R.) CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH CHORD BEARING C1 25.00' 89 "51'06" 39.20' S44 "55'52" E 35.31' ~ CERTIFIED TO: East Coast Affiliates, LLC i PROPERTY ADDRESS: 9230 NE 2nd Ave., Miami Shores, FL 33138 FLOOD ZONE: X (FIRM 120652 - 0302L 9/11/2009) DESCRIPTION: Lots I, and 2, Block 23, of an Amended Plat of Miami Shores Section No. ..5 I, according to the Plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records ;;l of Miami -Dade County, Florida, 7) SURVEY NOTES: :. 1.) Area = 0.319 acres or 13,907 square feet. '' 2.) Lands shown hereon were not abstracted by this office for easements, right -of -ways, or other 'r instruments of record. < 3.) No underground improvements located. .') 4.) All bearings and distances shown hereon are plat and measured unless otherwise noted. n 5.) This firm's "Certificate of Authorization" number is "L.B. #6838 ". LEGEND: 3 J DATE: REVISIONS: BOUNDARY SURVEY This survey is invalid without embossed surveyor's seal and/or an authenticated electronic signature and authentice+ted electronic seal. Registeye0 Land Surveyor, Florida Cerlificale No. /MICHAEL J. MILLER 44034 CALC. = CALCULATED C.B.S. = CONCRETE BLOCK STRUCTURE CONC. MON. = CONCRETE MONUMENT CONC. CONCRETE D.E. U.E. PC. F.F EI. El.. (B.R.) (D). (59) DRAINAGE EASEMENT = UTILITY EASEMENT o POOL EQUIPMENT = FINISHED FLOOR ELEVATION ELEVATION = DEARING REFERENCE DEED = MEASURED (P) = PLAT R = RADIUS A ="CENTRAL )ELT.A "ANGLE L a ARC LENGTH - CH.B. o- CHORD BEARING N.G.V.D NATIONAL-GEODETIC VERTICAL-DATUM O.R.D. - OFFICIAL RECORD ROOK P.S. - PLAT BOOK - k P.C. = POINT OF CURVATURE POINT OF TANGENCY P.RC. = POINT OF REVERSE CURVATURE P.C.C. = POINT OF COMPOUND-CURVATURE PI. P.O.C. .,.. P,0 9, RIW = POINT OF INTERSECTION = POINT OF COMMENCEMENT _. POINT OF BEGINNING RIGHT OF WAY _.CHAIN LINK FENCE WOOD FENCE o = METAL FENCE CENTERLINE EASEMENT = COVERED - -- - - - -•— OVERHEAD LINES ifftili = ASPHALT PAVEMENT = CONCRETE FLATWORK = PAVER BRICK FIATWORK = WOOD POWER POLE = WATER MET ER = FIRE I IYORANT CATCH BASIN = SANITARY MANHOLE SCALE: 1" = 30' DRAWN BY: PICARD FIELD WK: M.M. / B.M. 10/08/2012 MILLER. LAND SURVEYING 1121 LAKE AVENUE LAKE WORTH, FLORIDA 33460 PHONE: (561) 586 -2669 - FAX (561) 582 -0151 www.millersurveying.com e -mail: miilersurveying @ aol.com REFERENCES: 077/29 PREY. JOB NO'S. JOB NO. Y120872 S - 46,303 ws)a--zoo2. Miami Shores VII! APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1'S F. 1982_ 1. Client 2. Project Name 3. Project Address AL-FAROOC) CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT 11-3 ` IZ SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7 -10, FBC 2010 EDITION (Based on data supplied by client) C D /J)!'1 • FAB INTERIOR & EXTERIOR, INC DEUTSCHE BANK NATIONAL TRUST COMPANY : 9230 NE 2ND AVE MIAMI SHORES FL 33138 CITY STATE ZIP 4. County : DADE 5. Building Height : 15 FT. 6. Building Dimensions : Length FT. Width FT. 7. Building Roof Slope . El Flat ® Slope ( See Figure 1 below) 8. Risk Category ❑ I ® II ❑ III & IV Risk category 'I' applies for non essential buildings. e.g. storage facilities etc. Risk category 'II' applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Figure 1: Flat roof Sloped roof 1 JAVAD , P.E. - FL # 70592 EB C.A.N. #3538 1235 SW 87t1i Avenue I Miami, FL 33174 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfaroocl@afceng.com FAB INTERIOR & EXTERIOR IN Coefficient Kh 1.03 9230 NE 2ND AVE Coefficient Kzt 1.00 Wind Speed (mph) Importance Factor Exposure Category Risk Category 175 1.00 D 2 Coefficient Kz 1.03 Mean Roof Height [h] (ft) 15.00 Height Above Gnd. Level [z] (ft) 15.00 Horizontal Dimen. of Bldg. (ft) 102.00 Roof Slope (deg.) >10 Type of Building With impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @z [qzJ (lb/ft "2) 68.64 Velocity Pressure Evaluated @h [qh] (Ib/ft"2) 68.64 Component Size Gcp Coefficients Mark Comp Type W (in) H (in) S (in) Aft" Z4+ Z5+ Z4- Z5- GD Garage Door rn C-) CD Gcpi Coeff. Pos Neg Design Wind Pressures (lb /ft ^2) Z4+ Z4- Z5+ - In Zone 108.00( 27.00/ 0.92 0.92 -1.02 -1.25 0.18 -0.18 45.5 -49.6 3 45.5 -58.8 Z5 3 A5 \Nova 12.-02 zs .1 A f cuic*e okayac�e c\cor- i75 ci -proved �- 5 7.0 PS Cc -2) 7�-1 t5 5 -4=5.\-= _ c,� // (0 79 U ��'5� (_c -z) 7 -- 5 -S9`5l P5\." 0.0 ASCE 7 -10 WIND LOADS ON COMPONENTS AND CLADDING : AL- FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305- 264 -8100 Engineers Seal Engineers Name And Signature Design Date 12/3/2012 5:42:52 PM Design Reference Number 13 GA DALV. COMMERCIAL TOP ROLLER BRACKET ATTACHED V /(4) 114' x 3/4' HEX READ SCREWS PER BRACKET II) 3 S/8' X 22 GA R TRUSS ATTACHED V/ (2) 1/4' X 3/4' HEX HEAD SCREWS PER STILE LOCATE TYPICAL TOP FIXTURES N.T.S. _ SEE (TABLE O ON PAGE 3 FOR REESNMENDED SECTION CONFIGURATION 2' 10 BALL STEEL ROLLER W/B' STEM AND <1> 7/16' T RETAINER USED FOR THREADED FASTENERS 3 8/8' 22GA R -TRUSS ATTACHED V/ (8) 1/4' 3/4' HEX HEAD SCREWS AT EACH CENTER STILE A 140A. DURASATE CENTER ABIDE ATTACHED V/ (4) 1/4' x 3/4' HEX READ SCREWS TYPICAL DURASAFE CENTER HINGE N.T.S. F SIOKN FOR CLARITY 2' 10 BALL STEEL ROLLER V /S' STEM AND CD RETAINER USED FOR THREADED SHAFTS PER ROLLER 8' EWOA. STRUT ATTACHED V/ (0) 1/4' X 8/E' HEX HEAD SCREWS AT END AND CENTER STILE 0' 10 HALL STEEL ROLLER •/9' STEM AND (O RETAINER USED THREADED SHAFTS PER ROLLER S S/8' I RGA R- TRUSS ATTACHED W/ (4) 1/4' x G/B' REX HEAD SCREWS 24 GA. HIS EXTERIOR SKIN •/BAKED ON POLYESTER FINISH 14 GA. IAIRASAFE LPWI HINGE ATTACHED HEX HEAD SCREWS � 14GA DURASATE ROLLER CARRIERS ATTACHED Ate'' TO END STILE V/ (3) V4' x S/B' FED HEAD SCREWS PER CARRIER SLIDE LUCK ENGAGES INTO VERTICAL TRACK CR BOTH SIDES 0/13' HON (SNAP LATCH, CR LOCK BAR OPTE AST V/� HEAR 1/4' x 3 /4'HEX AD N.T.S. DURASAFE END HINGE BRACKET 13 OVA ATTACHED V /(D) 114' X 5/E' HEX HEAD SCREWS TYTPI L BOTTOM BRACKET° 1 ! I I i=4111 PRODUCT RINI= as complying oidi N o Nh 1144118 Code ND LARGE MISSILE IMPACT RESISTANT 3 3/4' HIS. S r IDERDDII I 28 -1/E' 54 --'-A AT -I' MAX INSIDE ELEVATION NEE$ (3) 00 GA CENTER STILES ATTACHED WITH (E) TOG -L -LOO AT THE TOP AND BUTTER RAIL AND ADHESIVE TO INTERIOR PACE tFlUa:i P SEAL RUPPUED BY INSTALLER) 8/X6' 15/8' LAG SCREW C) PER JAMB BRACKET 5 /E11 X E2 GA. CS 8/B• R -TRIES C) V9-20 X 0/8'TRAC< SPLICE ER PER JAMB BBRAgCNUT ET MEM TRAM TRACK K 71400025 .car TRACK MOUNTING DETAIL N.TS. ED GA GAIN. STEEL EBB STILE ATTACHED WITH (7) TGG -L-LOC TO OOERS DC01 AND 0?> TOG -L -LOO AT THE TOP AND =TON RAIL SO GA GALV. STEEL EE RD STTISLEESATTACHED WITH (2) TOG -L -LGC TO DOORS SKIN AT TM. AND BOTTOM CONT. VOITICAl. JAMB 215 OR EV (NO. 2 OR BETTER) INTERIOR OF GARAGE MAX. WIDTH Gb' IIIIIIilIII DESIGN +288.5 S GEE NOTE 2 -301.3 LEISAT 7 FROM'. 7LRppp�p( SPE�CITIGAD�QNS AND NOM � E THE HORT iA ER NEAD�Np paCl'n TRACK TRANSFERRED FROM THE DOOR. Ta A t89 b: .5 LAS MAXONM DESIGN LOADS OR DOOR AND HARDWARE TOLL BE DESIGNED, MANUFACTURED AND INSTALLED HRH STANDARDS AS GET FORTH BY DARMA 4. DOOR SECTIONS SHALL BE 24 CA. (.0218) MN. EXTERIOR SKIN ROLLED FORMED. V/ BAKED ON POL1ESI50 FINISH 3. (DO R3 no 70• (4) SECTIONS AS SHOWN. USE ON BOTTOM SECTION (1) 2' 20 OA STRUT H, D88 V R (4) SECTIONS REFER TO TABLES 1 AND 2 7 SUPPORTING STR UCNRAI. ELEMENTS SHALL RE DESTINED BY A HEDISTIOD PROFESSIONAL ENONEER FOR FOND LOADS INDICATED ON THOS CRAVENS N ADDITION TO OTHER LOADINGS. 8. MS APPROVAL REQUIRES THE MANUFACTURER TO DO TWINS OF ALL COILS USED TO FABRICATE 00OR PANELS UNDER THE NOTICE OF ACCEPTANCE. A SPECIMENS 450 70N968TESTED ACCORDIN TO AGM BY A COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES A YEAR. THE MANUFACTURER SHALL MALL. TO THIS OFFICE A COPY OP THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS YAERE ERECTOR FROM COILS AT THE MANUFACTURER PRODUCTION PACIFIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER SE TPFOAD�OT � O LIVE PANELS OR DADE TY PSI UNDER THIS NOTICE OF ACCEPTANCE. 13 GA COMMERCIAL OP FIXTURE ATTACHED V /(4) V4' x 3/4' HEX HEAD SCREWS AT EACH END STILE ADJUSTABLE SLIDE BRACKET ATTACHE V /(0 1/4' x 1/2' BELT AND NUTS EDP SECTION 3 S /8'H X B2 GA. GALV. STEEL R-TRUSS ATTACHED IN CENTER OF SECTION W/ CO 1/4' x 3/4' HEX HEAD SCREWS AT EACH STILE DM 14 GHWOE A 3 3/SRI X 18 GA GALY. STEEL R -TRUSS ATTACHED <I> PER SECTION W/ 13) V4' x 3/4' HEX HEAD SCREWS AT EACH END STILE AND (3> AT UNIVERSAL ECUBLE END STILE AND CO AT EACH CENTER STILE 0) 2' 20 GA STRUT EN THIN SECTION Barium Arr� EDD W/ c3) 1/4' x 3/4' HEX LEAD SCREWS u1T. STEEL TM TAINER SECTION A —A (SIDE VIEW) HRE SEAL N.T.S. REV A I aF REA0001 AEEDGLESORTOPAEES RDASID ROTE 8 GPRAED la RC ml ,,,sai °4 b stir(' int ' No 0040579 168 CARRIAGE COURT WHSIW- SXI.EN, RC 57108 VWAHARRCOM MODEL 980 HERITAGE 1000, 0000 MODEL 688 OAK SUMMIT (24g) 1000. 2000 SHOWS', LONG, FLUSH, & OAK SUMMIT PANELS SID: ON@! BY SOW RATE I4M7 DORIS 1512E B 02225 BY pm RATE N/D%07 IRC- 9509 - 189 -21 -I WEIR DOW L NEON P.E LC. BD OWWB19 SR1T 1 OF • N.E. 93RD STREET (75' Q FOUND 1/2' IRON PIPE (NO ID.) WOOD FENCE LOT 6 BLOCK 23 FOUND 1/2° IRON ROD (NO ID.) C.B.S. WALL (FENCE ON TOP) WOOD FENCE N891'51'06 "W 130.00' LOT 3 BLOCK 23 FOUND 1/2° IRON ROD (NO ID.) CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH CHORD BEARING C1 ' 25.00' 58°51'06° 39.20' S44155'622*E 38.3V CERTIFIED TO: East Coast .Affiliates, LLC r— PROPERTY ADDRESS: 9230 NE 2nd Ave., Miami Shores, FL 33138 r FLOOD ZONE: X (FIRM. 120652.- 0302L 9/11/2009) cg DESCRIPTION: Lots 1, and 2, Block 23, of an Amended Plat of Miami Shores Section No. 8.'51, according to the Plat thereof, as recorded In Plat Book 10, Page 70, of the Public Records N of Miami -Dade County, Florida. A SURVEY NOTES: 0 1.) Area = 0.319 acres or 13,907 square feet. 2.) (ands shown hereon were not abstracted by this office for easements, right -of -ways, or other r instruments of record. X 3.) No underground Improvements located. Ln 4.) All bearings and distances shown hereon are plat and measured unless otherwise noted. `3..5.) This firm`s "Certificate of Authorization" number 181—B46838" LEGEND: e4 CALC. K G.B.B. CONC. MON. CONC. D.E. UE P.E. N F.P.EL. EL tam) cD ID) o t6A SCALE: C3 DATE: CALCULATED CONCRETE BLOCK STRUCTURE R CONCRETE MONUMENT a CONCRETE L DRAINAGE EASEMENT CH.B. UTILITY EASEMENT N.O.V.O. POOL EQUIPMENT O.RB. FINISHED FLOOR ELEVATION P.B. ELEVATION P.C. BEARING REFERENCE P.T. °EEO P.R.C. MEASURED P.C.C. REVISIONS: BOUNDARY SURVEY This survey Is Invalid without embossed Surveyor's seal and/or an authenticated electronic signature and authenticated electronic seal. RegisteyeLimd Surveyor, Florida CelUbcate No. ICHAE• J. MILLER #4034 PLAT P.I. RADIUS P.O.C. CENTRAL "DELTA. ANGLE P.O.E. ARC LENGTH km CHORD BEARING – — , _ NATIONAL GEODETICVERICAL DATUM ---0 ---.a- OFFICIALRECORDBOOR --a-0-- PLAT BOOR POINT OP CURVATURE POINT OF TANGENCY POINT OF REVERSE CURVATURE POINT OF COMPOUND CURVATURE POINT OF INTERSECTION POINT OF COMMENCEMENT POINT OF BEGINNING RIGHT OF WAY CHAIN LINK FENCE WOOD FENCE METAL PENCE EASEMENT EASEMENT COVERED OVERHEAD LINES LOT TIE . ASPHALT PAVEMENT CONCRETE FNTWORK PAVER BRICK PIATWORK . WOOD SOIREE POLE WATER METER FIRE HYDRANT CATCH EARN SANITARY MANHOLE 1 ° =30' DRAWN BY: PICARD FIELD WK M.M. / B.M. 10/08/2012 MILLER LAND SURVEYING 1121 LAKE AVENUE LAKE WORTH, FLORIDA 33460 PHONE: (561) 586 -2669 - FAX (561) 582 -0151 www.mIllersurveying.com e -mail: mlliersurveying ©aol.com REFERENCES: B77/29 PREY. JOB NO'S JOB NO. Y120872 S -' 46,303 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE NOA Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9' -0" Wide APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 189 -21 I, titled "Model 950 Heritage and Model 655 Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision 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, 3800 Greenway Circle, Lawrence, Kansas, 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. 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 revises and renews NOA # 07- 0619.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. 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.iniatuidade.gov/pera/ • ►ECOUNTY PROVE NOA No. 12-0228.01 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509- 189 -21 -I, titled "Model 950 Heritage and Model 655 Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12- 0228.09" "Submitted under NOA # 07- 0619.02" 3. Test report on Large Missile Impact Test per FBC TAS 201 -94, Uniform Static Air Pressure Test per FBC TAS 202 -94 and Cyclic Wind Pressure Test per FBC TAS 203- 94 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0326.01 -07, dated 05/08/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T682, dated 04/19/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P,A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, F.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04 /18/2012, signed and sealed by Tomas L. Shelmerdine, P.E. E -1 z ZO12 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.01 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 • 13 GA D1LLV, COMMERCIAL TOP ROLLER BRACKET ATTACKED V /(4) V4' x 3/4• IE1I PLR BRACKET (1) 3 5/0' X BB GAR TRUSS ATTACKED V/ an 1/4' X 3/4' HEX HEAD SCREWS PER STILE TYPICAL TOP FIXTURES N.T.S. SEE RARE D EN PAGE 3 FOR -RECD./GIRDED SECTION CONFIGURATION 2' 18 BALL STEEL ROLLER V /9' STEM AND O) 7/16' T 02842ER USED FOR TRADED FASTENERS 3 5/8' 8854 11-TRUSS ATTACHED V/ (8) 1.04' 3/4' HD( HEAD SCREWS AT EACH CENTER STILE A 145A DURASAFE CENTER HINGE ATTACHED V/ (4) 1/4' x 3/4' 1E0 MEAD SCREWS TYPICAL DURASAFE CENTER HINGE N.T.& 8' 10 BALL STEEL ROLLER V/9' STEN AND (1) RETAINER USED FOR THREADED SHAFTS PER ROLLER 8' E0<N. STRUT ATTACHED V/ (8) 1/4' X 3/8' HEX HEAD SCREWS AT END AND CENTER STILE B' 10 BALL STEEL ROLLER V/9' STEM AND CD RETAINER USED THREADED SHAFTS PER ROLLER 3 5/8' ems R-TRUSS ATTACED V/ (4) 1/4' x S/8' HEX HEAD SCREWS 89 GA. ION EXTERIOR SKIN VBAXED ON POLYESTER FINISH 19 GA. 0NRASAFE END HINGE ATTACHED V/ 1E) 1/4' x 5/12' R C< HEAD SCREWS 147th DURASATE ROLLER CARRIERS ATTACHED TO END MILE V/ C7) 1/4' x 5/8' HEX HEAD SCREWS PER CARRIER SLIDE LOCK ENRAGES INTO VERTICAL TRACK ON BOTH SIDES 5/8' MIN (SNAP LATCH, CR LOCK BAR OPTIONAL) ATTACH V /(8) 1/4' x 3 /41E2 HEAD SCREWS RTYPICAL DURASAFE END HINGE (9 BRACKET 1133 � ATTACHED V /(3) 1/4' X D/8' HEX HEAD SCREWS TYPICAL BITTEN BRACKET° 4.T.S STILE LDC1TTION-- r` T7- 7_3R_'fIR -RI 54 —�A PooDucTosvISED as c(m)plyieg r1Fwil1 MM. BD O=C1M5 Aae(i/1Hm0ONO ri inv0►7 LARGE MISSILE IMPACT RESISTANT 3 3/ 1 SMOTEO1 I 9'-L' MAX INSIDE ELEVATION N.Y.& (3) 00 GA CENTER STOLES ATTACHED *0111 (0 T23-1.-CSC AT THE TIP AND 80T101 RAIL AND ADHESIVE ea 24422168 FAGS Fl°'�ALLER) 5/16' 1 5/0' LAG SCREW (1) BRRACOT 5/8'11 X 82 GA 13 'J/5' R -TRUSS W 1/9-206 � NUT PER 'R Wi CBS.085' TRACK MOUNTING DETAIL RT.2. 00 GA SALM. STEEL END STILE ATTACHED VIED (7) 700-1 -100 TO (2280 SIO9 AHD CO 1OG -1 -10C AT THE TOP AND BOTTOM RAIL BOW. STEEL UNIVERSAL MULE END STILE ATTACHED VIER 22 RIVETS W -LLIC TO DOORS AT TOSt TOP AND ECTUIR SIGN CONLWY1511CA1. JAMB 2X8 SPF (N0. 2 OR BETTER) DESIGN LOADS INTERIOR OF GARAGE F7RSSpPEyECIDFT@CADORS AND NOTEA iFR0A0L�LO�JA(la LOM 18 PORTION OF THE WADTRACK. THE TRANSFERRED FROM THE W ER NO 5 N � DESIGN CMS CFI LB5 R 3 .D LBS a 0002 AND HARDWARE TRU. BE DESIGNED. MANUFACHIRED AND W2TALLW 7A144 STANDARDS AS SET FORTH BY SAMOA 4. DOOR SECTIONS ROILED FUMED. TF% SAIEO ON PoLYF337E08) AtOH. EXTERIOR SIGN a Cons BPTD 7'0' RICH CONSIST OF (4)) SECTIONS AS SHOWN. 158 (1) 3 5/6' 11-TRUSS PER SECTION ADD (1) 2' 20 0A STRUT ON 111E moo SECTION EL &W I? (4) SECTIONS REFER TO TABLES 1 AND 2 7. SUPPORT= STRUCTURAL ELEMENTS SHALL 8E 082014ED 51 A REMITTED PROFESSIONAL ENCNEER FOR PASO LOADS INDICATED ON 144)2 DRAWN° IN ADDHION TO OTHER LOADINGS. a MS APPROVAL REQUIRES THE MANUFACTURER 1D OD TENDED OF ALL WILE USED 10 FABRICATE MOOR PANELS UNDER INS NOTICE OF ACCEPTANCE. A WOW OP 2 SPECDLENS MALL BE CUT FROM EACH MAX 10515 ITN' r WIL AND TENSILE TESTED AOCORDOIO 10 AMTM E-0 DV A DACE COUNTY MONTHS. THS,, 4 78408 A OYEEAAR, ME MANUFACTURER TU5044�9TALLLLDJRERNAB. TO THIS 3 OFFICES A COPT OP 11E TEST REPORTS 80114 CONFIRMATION 1)447 THE SPECIMENS FERE SELECTEE FROM COILS AT THE MANUFACTURER PRODUCTION FACM80. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER OR MORE BE � 10 MATE MTh YIELD DOOR PAPERS FOR DAME CUNTYY UNDER 5GS NOTICE OF ACCEPTANCE SEE NOTE 2 13 BA COMMERCIAL FIXTURE ATTACHED V /(4) 1/4' K 3/4' HEX HEAD SCREWS AT EACH END STILE ADJISTAHLE SLIDE BRACKET ATTACHED V /(0 1/4' x 1/2' HILT AND NUTS T0P SECTION 3 5/811 X 22 211. OALV. STEEL R -TRUSS ATTACHED W CENTER OT SEMEN V/ (5) 1.14' x 3/4' HEX HEAD SCREWS AT EACH STILE END HONE 19 GA 3 9/8'1 X IS GA OW.V. STEEL R -TRUSS ATTACHED (1> PER SECTION V/ (3) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE AND (3) AT UNIVERSAL DOUBLE END STILE AND (0 AT EACH CENTER STILE (1) 2' EA GA STRUT ON TTON SECTION BETTOR BRACKET ATTACHED V/ (3) 1/4' x 3/4' HEX HEAD SCREWS 014rTrittiVA.KER SECTION A —A (SIDE VIEW) REY 06122111 OF REMISS 1 SALE BY A Ale 7011 ROCS ID PAZ 2 17/df01 910 8 REM RDIE B 0 /IG/AS ON C USED T0 11E 2010 000°03520 FOTJo• RR Wu( • Bf2E w,�14,:., 6�.GE4Z0.:54: OFSICN LOAD m / : No 0048579 'min 1. _ 457.0 P5F * -87.0 99; -8 9 x,' AT �p� /riiv LARGE MISSILE oo °i 0.•4 0 RR"'1O0. ���� RESISTANCE °O if 7, ONAi•' ' % s 1 0lBAA21tCtIPA a 105 CARRIAGE COURT VIRSTON -SAKN. NC 87103 VVVAPARRC801 MODEL 950 HERITAGE 1000, 2000 MODEL 660 OAK SUMMIT (24g) 1000, 2000 SHORT, LONG, FLUSH, & OAK SUMMIT PANELS 9ff CRAM BY 915 DAZE a /2/07 DRAM 51102 B 00650 Br 80 Dor NAM IRC -9509- 189 -21 -I MR 2*8S L 911HOEE PE LC. NR 3)441515 SHEET 1 6 3 • b IF TOP SECTION : INTERMEDIATE SECTION GLAZING OPTION DETAIL i`�'"Mrril �iARi rllirW% 13 00. FLAG BRACKET ATTAL ED TO WOOD JAMB W/ (3) 6/10 DIA, X 1 -6/8' LAG BELTS AND TO TRAGIC V/ C4) 1/4' -20 A 6/e TRACK SPLICE DOLTS AND NUTS GALV STEEL INTERIOR WA= IMAM FRAME . 033' GALV STEEL EXTERIOR IMPACT WINDOW FRAME E X 6 VERTICAL JAMB ATTACHMMFFNT TA WM11D FRAME STRUCTIIRF 5/16' X 3' LAG SCREWS STARTING 6' FROM EKES THEN 18' C.C. (I 1/2' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO P.000 PSI frINCRFTF HILT! SLEEVE ANCHOR 3/8' X 2 -3/44'' STARTING 6'D FROM ENDS THEN �j6' /2 EMBEDMENT) 1/ME EMBEDMENT) g17xWW /RAMSET REDHEAD (TRU -BOLT) 3/8' HXp4' STARTING g L66' FROM ENDS THEN 24' GC. C2 1/2' EMBEDMENT) SB 'JV1/4'CXL3JATI EN SCR WE S STARTING 6' ENDS,(USE PAIRS OF FASTENERS (3' APART) AT 8' D.C. (I 1/2' EMBEDMENT) HILTI 1/4' X 2 -3/4' KWIK -CON 11+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS CJ' APART) AT 8' D.C. U 1/4' EMBEDMENT) 8 X 6 VERTIC• JAMB ATTACHMENT TO GRGUTFD C -9D BLOCK (2000 PSI GROUT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 2D' D.C. U 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C -90 BLOCK) BRAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. (PREPARATION OF WOOD JAMBS BY OTHERS TT E 24 GA. STEEL BOOR SKIN SUREBDND 3B-IRO STRUCTURAL ADHESIVE 23/16' x12' SCREW - �v ma' FRAME TO 3.11/64 X 1/2' SCREW - USED TO FASTEN DECORATIVE PLASTIC MOLDED WAONW FRAME TO THE ASSEMBLY 12AT TRACIC VOCE DOLTS & RUL9 LAO RILES JAMB WITH (3) /lB5UL x 1 -6/8' SECTION 8 -B IMPACT WINDOW DETAIL N.T.S. 5/18' DIA. x 1 -6/8' BOLT JAMB ATTACHED 707 JAMB 12 DA RAM STEEL ATTACKED JAMB (0) 1/4 -20 x 5/8' TRACK SP= 86.T & NUT SEE (TABLE 2) FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 8'8' UP TO 14' TALL DOORS NtooucratiaarD • a*IWID i5B with es Me di, HeadingCodis AcomMinex 17 IMPACT GLAZING FASTENER DETAIL N.T.S. REY EXAM Cr BEVIOS DAIS BY A AMC NILE BRA TO PAM 2 1/3/O/ BE 8 GIRD BONE B 'I2/ISMOD DIT C MAN1D W� 1015 eoe, °pot A i d a fly' °BR 8�6�144' �%'Z'S4?":�Ce & N.S d F91'�e. DESIGN LOADS v e b i +67.0 PSF ti'/ No T:p4857O :M'''s -87.0 PSF ,�% ,� iv LARGE NISSiLE /TOF ,� [Ve IMPACT RESISTANCE o�Iett'�y:CQE.j S 03:4*. ,'•* C9 • �� 4.°p` /nN d*,. °e`e 48►oOe "ro III CARRIAGE PART WINSTON- SALEM, NA, 67)08 VWV.AMARR.Cm1 MODEL 950 HERITAGE 1000, 2000 MODEL 805 OAK SUMMIT (24g) 1000, 2000 SHORT, LONG, FLUSH, & OAK SUMMIT PANELS DH DIME BY SOT DANE 04/9/57 OtWWR0 FA ER B NAB Or GIG DANE OWN 1RC- 9509- 189 -21 -I D O✓mM DOGS L BINDERS PE W.118 OO4$IN SEET 2 OF 3 11 II 1r' . I I I I -! r II II INTERMEDIATE SECTION GLAZING OPTION DETAIL i`�'"Mrril �iARi rllirW% 13 00. FLAG BRACKET ATTAL ED TO WOOD JAMB W/ (3) 6/10 DIA, X 1 -6/8' LAG BELTS AND TO TRAGIC V/ C4) 1/4' -20 A 6/e TRACK SPLICE DOLTS AND NUTS GALV STEEL INTERIOR WA= IMAM FRAME . 033' GALV STEEL EXTERIOR IMPACT WINDOW FRAME E X 6 VERTICAL JAMB ATTACHMMFFNT TA WM11D FRAME STRUCTIIRF 5/16' X 3' LAG SCREWS STARTING 6' FROM EKES THEN 18' C.C. (I 1/2' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO P.000 PSI frINCRFTF HILT! SLEEVE ANCHOR 3/8' X 2 -3/44'' STARTING 6'D FROM ENDS THEN �j6' /2 EMBEDMENT) 1/ME EMBEDMENT) g17xWW /RAMSET REDHEAD (TRU -BOLT) 3/8' HXp4' STARTING g L66' FROM ENDS THEN 24' GC. C2 1/2' EMBEDMENT) SB 'JV1/4'CXL3JATI EN SCR WE S STARTING 6' ENDS,(USE PAIRS OF FASTENERS (3' APART) AT 8' D.C. (I 1/2' EMBEDMENT) HILTI 1/4' X 2 -3/4' KWIK -CON 11+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS CJ' APART) AT 8' D.C. U 1/4' EMBEDMENT) 8 X 6 VERTIC• JAMB ATTACHMENT TO GRGUTFD C -9D BLOCK (2000 PSI GROUT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 2D' D.C. U 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C -90 BLOCK) BRAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. (PREPARATION OF WOOD JAMBS BY OTHERS TT E 24 GA. STEEL BOOR SKIN SUREBDND 3B-IRO STRUCTURAL ADHESIVE 23/16' x12' SCREW - �v ma' FRAME TO 3.11/64 X 1/2' SCREW - USED TO FASTEN DECORATIVE PLASTIC MOLDED WAONW FRAME TO THE ASSEMBLY 12AT TRACIC VOCE DOLTS & RUL9 LAO RILES JAMB WITH (3) /lB5UL x 1 -6/8' SECTION 8 -B IMPACT WINDOW DETAIL N.T.S. 5/18' DIA. x 1 -6/8' BOLT JAMB ATTACHED 707 JAMB 12 DA RAM STEEL ATTACKED JAMB (0) 1/4 -20 x 5/8' TRACK SP= 86.T & NUT SEE (TABLE 2) FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 8'8' UP TO 14' TALL DOORS NtooucratiaarD • a*IWID i5B with es Me di, HeadingCodis AcomMinex 17 IMPACT GLAZING FASTENER DETAIL N.T.S. REY EXAM Cr BEVIOS DAIS BY A AMC NILE BRA TO PAM 2 1/3/O/ BE 8 GIRD BONE B 'I2/ISMOD DIT C MAN1D W� 1015 eoe, °pot A i d a fly' °BR 8�6�144' �%'Z'S4?":�Ce & N.S d F91'�e. DESIGN LOADS v e b i +67.0 PSF ti'/ No T:p4857O :M'''s -87.0 PSF ,�% ,� iv LARGE NISSiLE /TOF ,� [Ve IMPACT RESISTANCE o�Iett'�y:CQE.j S 03:4*. ,'•* C9 • �� 4.°p` /nN d*,. °e`e 48►oOe "ro III CARRIAGE PART WINSTON- SALEM, NA, 67)08 VWV.AMARR.Cm1 MODEL 950 HERITAGE 1000, 2000 MODEL 805 OAK SUMMIT (24g) 1000, 2000 SHORT, LONG, FLUSH, & OAK SUMMIT PANELS DH DIME BY SOT DANE 04/9/57 OtWWR0 FA ER B NAB Or GIG DANE OWN 1RC- 9509- 189 -21 -I D O✓mM DOGS L BINDERS PE W.118 OO4$IN SEET 2 OF 3 TABLE 1 DOOR HEIGHT SECTION HEIGHTS MEMO #4 m #6 m ® ® ® ®® 18" 18° ® 18" 18" 18" 18" 18" 18" EN maw 0,2E9 Rail FUROR EN ®®F 18" 18" 18" Ega FR ToF,;5157R1 12M1 kt., -1. ,. ?.,: � ' til Lam: a RM (_Jel En. tr:, ® 18' 18" 18" 18" o�T'D'L �'t�i'. Ii'IS �'F'^Y',i,' " Ir t 1 _, {S g rg IRA EfingallEal 18" Eal ail �3iJEa Raq raZ #DY , ig.�;� #8 13' 6" 12' 6" 11' 6" 10' 6" 9'6° 8' 6" 7' 6" 18" 18" 18" 18" 6' 6" 18" 18° TABLE 2 DOOR HEIGHT TRACK ATTACHMENT A B SPLICE gg�� yy'' 0 D © ©0 ©00 ©0 ©© ,, r F. ! + {`E "' �'��t '7 ,�. fniY r ' A "�l "� � 6i' JE r , ,1.. }y�-xT a; gyp . `Qr y Y t Vu, '� s � F �?, �, ..rw,s���I:�aAli,.,�.:,..�'�.t, 0�i�s2ii3. @@Gy�.,a{ ,?'�1 .' .,.x.a.w. ,�_ EM MA '4.. t . ..z� b _mS, i;__ , � »�v..� ,. ®y, 14° ® 38" 46° 56" 68' ������� j:..,,.,.00 - _�[�..MGYk ;ERE:u m._TE MERVIMEI{..... _:..ci R 5 .. ...:EEN,.r.i,... <.....i.N LAlailiiil 38" 46° 66° 68" 78" .111-MIU- ��3,,��jry � � v� � p^� y y a� �� -Ai. usa�r �:;.mv: -naa�. :, o_. I ""ii�rNSKITIVEYuC _10.:ti,�h RZEM '''_.�'lu'-1 4r`,t. i, � °.. -0f4- FA°j�,i.'7L.iSI'rv7 ER MA LM E L4 48° 58° 68° IIIIEDIMI111111111111111111 INEEMOIRSEIREAMEN )t4! EN11111 , 1111 Vin BEM ® 1�4° ®(ny( 46° q 56" 68" LA 88" 100" ���M1 - sv�ry �i'�IL T""4 k d�Xa lMh.'h'�,�'iE,F�7May`�cM KEZIE4IRNETAV k3EIMN9MOS ITr G , UT ® 14" ®L4 46 °56"68" LilL 100 " ii15111 111111M BiROMEEIREIEVEMEERMIERNIFEREIREINIEMMERMIEEM ® ®® 38" 48" 66" 68" ® 88° 100" 110°122" I. 62 " Z1 @,1 4�c,.,,;,g EIIIIMISMI OE a R' ITI6rBe t A a PITEZINIA PERM UC4 46° 58° 68° Lca 88° 100° 114° ®Im RM EMMEN EN MEM MI CEP110 RA RR ma empoil DEWS ® 14" m S 7 76" 8' 88" 9' 100" 10' 11' 112" 124" 12' 136° 13' 148° 14' 38" 46" 56° 68° 78" 88° 100" 114" 122" 134" 146" 160" ALL TRACK ATTAC M T SPACING +/ -2 ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY REV COMM CF R AGES A ADDED IDLE ROCK ID PATE 2 B RDISED NOTE 8 C UPDATED TO MC 2810 MAX SIZE 9 x •4' DESIGN LOADS +57.0 PSF —87.0 PSF LARGE MISSILE IMPACT RESISTANCE DATE 8r 7/3/W END 12/18 /W WI Og/n DA 0041201 h S ' moose` ©�� 11"b ° No + 348 Esto 2' Li Al2rcr o � $TAE OF Al I; I �` �eee i`I 1G° CIRR",GE CGGRT VAGTBB- SALEI, N.C. VLSI WWA°ARRCGH MODEL 900 HERITAGE 1000, 2000 MODEL 056 OAK SUMMIT (24g) 1000, 2000 SHORT, LONG, FLUSH, & OAK SUMMIT PANELS S1& DRAM BY SIGE DALE e1/D/07 8131888 MD®ER B 054118 er mm one owe I C -9509- 189 -21 -I 8805818 11016 L S INTSPIE RE. IC Na CONN SBET 3 OF 3 01/01/2011 02:47 3052257763 a MIAMI•DADE COUNTY ACTSYS GARAGE DRS DEPARTMENT 1F P MUMS (PIMA) BOARD AND CODE NOTICE OT' Amarr Garage Do 165 Carriage Con Winston- Saletu, N SCoPs; This NOA • materials. The doom Control Section to be (AEJ). This NOA shall not b Miami Dade County) material tested for qu manuihcturer will in such product or mate by Miami Dade Cou applicable building co This product is a including the High Ve DESCRIPTIQN: to 9'- 0".Wide 0, ENVIRONWADNT. AND RWU MINISTRATION DIVISION CLPTA NCE OA TORY .PPRQVAL DO e Oak Summit (24ga) �i 04/09/2007, with Thomas X.. Shelme Notice ofA.coep .: MISSILE IM 'A aL LABELING: A Kansas, model mum pa *. installation inutrruoti the statement readin 'heck, bottom angle, RENEWAL of this in the applicable bun TERMINATION materials,; use, and/or sates, advertising or this WOA shall. be as ADVERTISE expiration date may in its entirety. INSPECTION; A shall be Mailable fbr This NOA revises as .approval doemn The subehitle,d doe 7105 ems issued under the applicable rules and don submitted has been reviewed and ace eel In Miami Dade County and other areas slid idler the expiration date stated below. d/or the AH1 (In areas other than Miami D ty assurance purposes. If this product or expense of such testing and the AHI na within their jurisdiction. PIRA reserves Product Control Section, that this produc as described herein, and has been designed •, Hurricane Zone, j.al95Oflerltase&6S5OakSununIt Drawing No. IRC.9509 -1392 00, 2000 Short, Long, Flush and Oak S ion C dated 12/05/2011, prepared by e, P.E., bearing the Miami -Dade Coun number and expiration date by the X11 RATING: Large and Small Missile anent label with the manufacturer's n , the positive and negative design drawing reference number, approval inr Miami Dade County Product Control inner surface of a panel. A shall be considered after a renewal appli code negatively affecting the performance NOA will oceur after the expiration da ui'aature of the product or process. Misuse other purposes shall automatically t for termination and removal of NOA. : The NOA number preceded by the w =splayed in advertising literature. If any p PAGE 01/05 MIA DAADEco1INTx PRODUCT CONTROL SECTION 1 1805 3W 26 Street, Roam 208 Miami, Florida 33175-22474 T (786) 3192500 F erjo 31..2599 wnsw.m uunldade.eov leers/ aliens governing the use of cant ruction ted by Miami bade County PERA -Product . hare allowed by the Authority Having Jurisdiction Miami -lade County Product Control Section On County) reserve the right to have this product or Ws to xe1 foma in the. accepted manner, the immediately revoke, modify, or suspend the use of right to revokb this acceptance;, if it is determined or material fads to meet the requirements of the comply with filbe Florida Mulcting Code, 000, 2000 Seel Sectional Garage Door up »Y, tided "Moae1950 Heritage and Model 655 it Panels"; Sheets 1 through 3 of 3, dated Garage Doors, signed and sealed by Product Control revision stomp with the [Dade Count, Product Control Section. pact Resistant or logo, 3800 Groenway Carole, Lawrence, re rating, andi,ate impact rated if applivable, bar (NOA), the applicable test standards, and proved' is'to;be located on the door's side, on has been bled and there has been no change this product.; or if there has been arevision or change in the ofthis NOA as an endorsement of any product, for this NOA. Pallfue to comply.wiih any section of of this entire NOA shall be provided to th ctlon at the job site at the request of the renews NOA # 07- 0619.02 and consis mentioned above. ntation was reviewed by Carlos M. II Miami-Dads County, .Flgtlds, and followed by the on of the NOA is displayed, then it shall be done user by the ma'nufhcgtreror its distributors and ding Official: ofthis page .1 and evidence page 1-1, arc well ra,PE. NOA >`la. 12422841 Expiration Date: September 6, 2017 Approval Deter May 3, 2012 Page 1 01ib1/2011 02:47 3052257763 n /1 Amarr Gara A. D•RAWIN 1. Dr; ' No. IRC -9509 -189 2X I, titled S t (24ga)1000, 2000 F,bort, Long, Fl throw , 3 of 3, dated. 04/0912007, with to Garage Doors, signed and sealed by ACTSYS GARAGE DRS CE OF ACCEPTAN :. B. TI STS 1, Test -i.. on Evaluation of Painted or C Envi ents per ASTM D•1654 & AS Inc., - : t Report # A1420.01- 106 -18, d A. P.E. 2. Test ��' ort on Forced Entry Test per FBC Lab, c., Test Report # ATLNC 0912A1- Davi ■ . Johnson, P.E. «Submitted' wider "Sub led under NOA ft 074619.02» 3. Test • ort on Large Missile Impact Test Press Test per FBC TAS 202-94 and 94 ft, 9' x 7' Sectional Steel Cage Do Repo # ATLNC 0326.01 -07, dated 05/0 Jo�':.n,P.E, 4.. Test,, .rt on Tensile Test for 3 Samples Hurr • a Engineering & Testing Inc., Rep sine and sealed by Candido F. Font, P.B. TM C. CALCITLA I. Anc� and D. QUALITY 1: Mi D MATERIAL 1• None, ONS calculations prepared by Straotural ed by Thomas L. Shelmerdine, P.B. SVRANCE Dade Department of Permitting, En CERTIFICATIONS IZILIUNITTED PAGE 02/05 odel 950 Het tags and Model 655 Oak hand Oak Summit Panels ", Sheets 1 on C dated 112/05/2011, prepared by omas L. Sislmetciine, P.E. d Specimen1s Subjected to Corrosive 117, prepared by Architectural Testing, 04/12/2011, signed and sealed by Joseph AS 202-94, prepared by American Teat 1, dated 10/13/2011, signed and sealed by X91 #12-0228409" FBC TAS 201; -94, Jr,lform Static Mr lie Wind Pressure Test per FBC TAS 203 - preps by American.Test Lab, Inc., 007, signed and sealed by David W. • ASTUTE 81 by rt # TX 0' -T682, dated 04/19/2007, lutions, P.ii, dated -01125/2012, signed • ant, and Regulatory Affairs (PERA) F. STATE l S 1. Statem nt tatter of code conformance to 201 FBC- and no "Financial interest issued by Stru Solutions, PA., dated 04/18/2012 signed and sealed by Tomas L. Shelm reline, P.E. F -1 .eboor 24i2 Carlos M. U6rera, PX. Product Control Bumbler - NOA No. 12 -01 .01 Suiplratton Date: September 6, 2017 Approval Date: Maya, 2012 • • • cs) co ..... aa u1 W di tt�7F G' LAG 0• E09 ey�R VE {7+�1F(&pE�kiyos'[IiFil• l9'' GA E v INISEE Fn HIM E MICA W8%1 S7ARFBdF MI 119611221 1664 a 4 N» WAEANSX7 ENNEAD CLy�G -1 .T11�3 8'' NX 4' 9lARI> V CACI BM 11EN 20 al L2' 17196 r0 NO suia( A , 2' Th tTltr� pM� 6 m V Pf01I WC PANE Or rAXEMEN9 M VWVW % 40_iY➢!'ii► Hi 211911216 V FAIDI E1M ll 1417.1 Nr r16266ERS a' A®A D x1 IV QC a 1 LIGEMEN►) • IIN.rI s e ` u -14;01 1 W FD.tA' 2T i Wit d WY �;,if '∎ NNE FASTEN= FEN ELLEN C-11 FCrEE CD cn CZ cn