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WS-11-2340Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168060 Permit Number: WS -12 -11 -2340 Scheduled Inspection Date: January 10, 2012 Inspector: Bruhn, Norman Owner: HAMMOND, JAMES Job Address: 535 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: JULIAO GARAGE DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060140730 Phone: 305 -826 -0250 Building Department Comments REPLACE GARAGE DOOR Passed f OL Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments e‘- January 09, 2012 For Inspections please call: (305)762 -4949 Page 12 of 25 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 FBC 20 Permit Typ OWNER: Name (Fee Simple Titleholder): Address: City: Tenant/Lessee Name: Phone #: Email: ROOFING et- DEC 2 8 2011 Permit No. LUS I t -3340 Master Permit No. Id //// 411 .4 Phone #: �' )J 9602, "p State: zip: 33 1.q JOB ADDRESS: 4 City: Miami Shores Folio/Parcel #: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: j--0-4161510° 2Lt/ (YYZ /6 Phone #: 22 Vd.C2 Address: ?004( �,47' �'` C/7 q( /1/ City: ...tocA , s., le F1E State: f— //,- Zip: 30/6 7/ 6 O yo Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: ❑Addition Description of Work: ///d&/' Square/Linear Footage of Work: ❑New ❑Re air/Repla, . N. ❑Demolition * ** * * ** , . u+�*+ra..ax��x�x+��n�x+x******* F e6******************************************** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 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 -_1! be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice o ommence nt ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is ' suet In the a sen of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent contractor The foregoing instrument was acknowledged before me this The fore ing instrument as acknowledged before me this' day of , 20 _, by , day of n , 20 1, by f L�t3 'Set)(-1 A 0 who is personally known to me or who has produced who is personally linownt o me or who has produced As identification and who did take an oath. ,��`` \o as ide 1 cation and who did take an oath. -N- t/.1'.../"..- - g 11 't.' I , Sign: !_i Print: � `1 �� .. \\\ My Commission Expires: My 9esawniss ion`ies: NOTARY PUBLIC: * * *x:+x***** **** ******* ***+x ** * ***a:********* **m *x+ ***a: a:******* ****** ** *** * * * ** ** * * *** * * * ** **** ** ** ** *a:*+x ***** APPROVED BY Ar71Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) MIAMNDiADE COUNT: BUILDING CODE COMPL PRODUCT CONTROL DIVIS NOTICE OF ACC Amarr Garage Doors. 165 Carriage Court Winston- Salem, N.C. 27105 CE OFFICE (BCCO) 6-14BJECT 10 CCMPUANCE W1 fl- ALL FEDERAL STAT Cr y t.,LES AND REGULATIONS DEC 2 8 2011 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING T FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 www.miamidade.gov/buildingcode 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 Division 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Model 950 Heritage 1000, 2000 Short, Long and Flush Panel. APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 189 -21 -I, Sheets 1 through 2 of 2, titled "Model 950 Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel ", dated 04/09/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. 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: Fach 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 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The n was reviewed by Carlos M. Utrera, P.E. NOA No: 07- 0619.02 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 Page 1 Amarr Garage Doors. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. IRC -9509- 189 -21 -I, Sheets 1 through 2 of 2, titled "Model 950 Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel ", dated 04 /09/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE. B. TESTS: 1. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0326.01 -07, dated 05/08/07, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subject to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by ETC Laboratories, Report # ETC -03- 816 - 13287.1, dated 07/15/03, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS: 1. Calculations prepared by Structural Solutions, P.A., Project 07 -019, dated 04/18/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. STATEMENTS: 1. Code compliance and no financial interest letter issued by Structural Solutions, PA., dated 06 /06/07, signed and sealed by T. L. Shelmerdine, P.E. 2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated 06/11/07, signed by Danny Joyner, Applications Engineering Manager. E. MATERIAL CERTIFICATION: 1. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T682, dated 04 /19/07, signed and sealed by Candido F. Font, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0619.02 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 13 GA GALV. 0246ERCIAL TOP ROLLER BRACKET ATTACHED 9/(41 1/4' x 3/4' HEX HEAD SCREWS PER BRACKET (1) 3 5 /B' X 22 GA R TRUSS ATTACHED 9/ (21 1/4' X 3/4' HEX HEAD SCREWS PER STILE TYPICAL TDP FIXTURES SEE (TABLE 1) 04 PAGE 2 FOR REC@DENDED 5221105 CONFIGURATION 2' 10 BALL STEEL ROLLER V/9' STEM AND (11 7/16' BELT RETAINER USED FOR THREADED FASTENERS 3 5/8' 2200. R -TRUSS ATTACHED V/ (2) 1/4' 3/4' HEX HEAD SCREVS AT EACH CENTER STILE 1408. DURASAFE CENTER HINGE ATTACHED 9/ (4) 1/4' x 3/4' HEX HEAD SCREWS 2' 10 BALL STEEL ROLLER V/9' STEM AND (1) RETAINER USED 128 THREADED SHAFTS PER ROLLER TYPTCAL DURASAFE CENTER HINGEt ' , N.T.S. i\(-Jf STILE__ LOCATMN --ZS 1/2 54 3 3/4' NIEL SIDER00H1 I- 9' -O' MAX INSIDE ELEVATION N.T.S. (3) 20 GA CENTER STILES ATTACHED WITH (2) TOG -L -LDC AT THE TOP AND BOTTOM RAIL 011) ADHESIVE TO INTERIOR FACE / FLE1M 0(1 0 SEAL RIPPLED 2Y INSTALLER) 5/16' x 1 5/9' LAG SCREW (I) PER JAMB BRACKET (1) 1/4 -20 x 5/0•TRACK SPLICE BOLT J AND RFACKET 5/8'H X 22 GA (3 5/8' R- TRUSS) TRA THICK 683' TRACK MOUNTING DETAIL N.T.S. 3 5/8' 22GA R -TRUSS ATTACHED V/ (41 1/4' x 5 /4' (0x HEAD SCRE95 14 GA. DURASAFE END HINGE ATTACHED 9/ (2) 1/4' x 5/8' HEX HEAD SCREWS 24 GA MIN EXTERIOR SKIN 6/ G-40 GALVANIZATION ADD BAKED ON POLYESTER FINISH 14010 DURASAFE ROLLER CARRIERS ATTACHED TD END STILE W/ (31 I/4' x 5/8' HEX HEAD SCREWS PER CARRIER SLIDE LOCK ENGAGES INTO VERTICAL TRACK 05 BOTH SIDES 5/8' HIN ENGAGEMENT COHFURHING TO SFBC 3603 -2. (SNAP LATCH, OR LOCK BAR OPTIONAL) ATTACH 9/(2) 1/4' x 3 /4'HCX IEAD SCREWS TYPICAL DURASAFE END HINGE 2' 200*. STRUT ATTACHED V/ (2) ( /4' X 5/8' HEN HEAD SCREWS AT END AND CENTER STILE 2' 10 BALL STEEL ROLLER V /9' STEM AND (1) RETAINER USED FOR THREADED SHAFTS PER ROLLER 20 CA GALV. STEEL END STILE ATTACHED WITH (7) TOG-L402 TO DOORS SION AND (2) TDG -1 -1.132 AT THE TOP AND BUTTON RAIL 20 DA. GALV. STEEL UNIVERSAL DOUBLE END STILE ATTACHED WITH (2) RIVETS OR 1OG- 1 -I.IE TU DOORS SKIN AT TIP AND 1113TO24 CONT. VERTICAI. ZAGS 228 SOUTHERN YELLOW PINE (NO. 2 OR BETTER) BOTTOM BRACKET 14 GA. ATTACHED 9/13) 1/4' 0 5/8' HEX HEAD SCREWS WITH A 13 GA BRACKET SLIDER TYPICAL BOTTOM BRACKET N.T.S. WOOD JAMB ATTACHMENT TO S UCTURE 2 X 8 ,TAT0DAI JAMB An49)(555 10 ROOD FRAIN R181MR PF 8/16' X 2' 1(0 scRENs 9060 )6 6' 1088 ENDS THEN 24' OQ. (/ ( /4' 1]02206211) 2 X 6 WRBGI LAMA ATTACHMFHI TO 4000 Pa Q(NOV1F HID XBi= SO.T 3/8' X 4' MONO 6.120? GDS DIEN 24' 4O. (2 (/2' n®EOON1) (0.D 8 STEM » ANCHOR 3/8' X 2 -3 /4" START= 8' NM ENDS 110110' QQ. G 1/4' latEC �/,RAW9EEY8010IEHTHAD ((RD -804.1) 3/8' X 4' SIARBHO 6' ER08 ENDS 40}1 40}1 24' 4O (2 2_0_8 999154 FIB 040. tD 80 H UI SLEETLY0 ANCHOR 3/8' X 2-3/4' WARM 8' FROM ENDS DON EB' 0Q. H 1/4' FASTENERS !/ (3' 1 /AE 0� 33/4'5 /ARTWO�� EMS, 056 PAIRS OF '1.1009 AND BUTS CAN 8E CdtN E RSUNX TO PROM A FLUSH M MUS SURFACE TPREPARAT1ON OF WOOD JAMS EIT 5O101 ANCHOR 200E 06TANCEE 2- 33/4'g 13 GA COMMERCIAL FIXTURE ATTACHED V /(4) 1/4' x 3/4' HEX HEAD SCREWS AT EACH ENO STILE ADJUSTABLE SLIDE BRACKET ATTACHE 9/(2) (/4' x 1/2' BOLT AND NUTS TCP SECTION 3 5 /81H X 22 GA GALV. STEEL R -TRUSS ATTACHED IN CENTER CIF SECTION V/ (22 1/4' x 3/4' HEX HEAD SCREWS AT EACH STILE END HINGE 14 GA 3 5 /0'11 X 22 GA GALV. STEEL R -TRUSS ATTALIEO (1) ----PER SECTION 9/ (3) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE AND (3) AT UNIVERSAL DOUBLE END STILE AND (2) AT EACH CENTER STILE (1) 2' 20 GA STRUT 09 BUTTON SECTION BOTTOM BRACKET YATTACHED / (3) 1/4' x 3/4' 020 HEAD SCREWS Vm/ 20116E 209 56*1. SECTION A —A (SIDE VIEWI N.T.S. REV D11121'W D RD1001 OAR BY A WOW DDE BLOW TO PAGE 2 7 -3-W MAX Z 9 x SI 14E DESIGN LOADS +57.0 PS? -67.0 P5F LARGE Missy F IMPACT RESISTANCE BRO 4gili I' IA R CARR)4(2 CITIR1 1.0411001- CAIFM. Alf 47105 WV AYAPR.FOH MODEL 050 HERITAGE 1000, 2000 Short Panel, Long Panel, and Flush Panel 98 8 OBANI BY 9(M OAff 04/9/07 DEMO BY MS CAA 01/9/07 001200 MA89 IRC- 9509 - 189 -21 -i 22651& DIDIAS L. 9U61500 PE 25 Nn 2048579 987 1 p 2 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD 15 TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +258.5 LBS /FT & -301.5 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.022) MIN. EXTERIOR SKIN ROLLED FORMED, 0 -40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0° HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8° R -TRUSS PER SECTION AND (1) 2" 20 GA STRUT ON BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM E330 -02, ASCE 7 -02, AND FLA.. BUILDING CODE PROTOCALS TAS 201, 202, 203 VBND LOAD DESIGN CRITERIA. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FR014 EACH COIL AN0 TENSILE TESTED ACCORDING TO ASTM E -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF 1111 TEST 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 34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. (S 13 GA FLAG BRACKET ATTACHED TO VOID) JARS V/ (3) 5/16 DIA. X 1 -5/1E LAG BOLTS AND 70 TRACK V/ (41 1/4• -20 x SIB TRACK SPLICE BOLTS AND NUTS A et SPLICE TRACKS AT THIS LOCATION W/ (4) 1/4• -20 TRACK SPLICE BOLTS & NUTS SECURE TO JAMB WITH (3) 5/16" DIA. x 1 -5/8" LAG BOLTS 1'! I'' III II� II (1)11/10' DILL X 1 -6/8' LAO BOLT ATTACHED TO JAMB AT EA JAMB BRACKET TABLE 1 DOOR HEIGHT Q JIIm SECTION m0 HEIGHTS Emm El 0 E ILT:DAUSFALIMMEGISMEIRMI ® PRIMEMILMRAWARR 11 6 EffshattEMEMArtinemom 10'6" 9,:.553E11.TMfrW33 2EI F ® ® ® ® E�O�.^�ATT��yy® L}_DI A A ®‘011113111131111111® ® ® ®iR'c ®T�,��'1a®aa® jNEURIi.s2 Rom K L M N ®ECIEGI ®®®E©©© IIIIMEGIE31/13211331111:131211 ®� �8' 6 ®1111/�rp ��p�� 7' 0" 6' 6" EillEdinline MEN 18" TABLE 2 DOOR HEIGHTA TRACK ATFACHMENT SPLICE El CTS D E F G H 1 J K L M N S ®®®E©©© p y 7 66' -M 76' ©14 ® ®46'©®78' MI 88" ®m 10' © 3" ®m® 14" ® V12 :31 ® ®0® ®____ � 100" ■F a 100 112" 0y a7F Flamm 78 r88°1 U0 11 .,, .'$'A11.:.i' 11 ®Mi 27" ramMiO 78" 88" 100" 11W" 124" 11'6 12 � In 27' Dm �'56 56' a 78" 88 ". 100' 110" 120" 130" 78' 88" 100" 110" 122" 136" 142" ., 12'6"•' MI 27.,. t'. • 68". 78" 88 " 100"'109' 122" 132" 13' 3" 14" 27' 38 46" • 68" 78" 88" 100" 114" 122" 134" 148" 13'6" 14'_ -3" 3" 14" El 27" 27" 38' Mi 46'1 46" .' 68" EH 78" 78" 88'' 88" 100 100" 109" 122" 134" 144" 154 ", 114" 122" 134" 146" 160" TDP SECTION 133' GALV STEEL WEINER IMPACT WINDOW FRAME 12 GA. GA19. STEEL JAU8 BRACKETS ATTACHED W/ (1) 1/4" -20 X 5/8' TRACK SPLICE BOLT & NUT .033' GALV STEEL EXTERIOR IMPACT WNW)/ FRAME MERIDRTVINNV 5/16• ANNEALED LAMINATED GLASS 151711 .090 PEW NNRLAYER INTERMEDIATE SECTION GLAZING OPTION DETAIL N.T.S. 24 GA STEEL 1110R SKIN SEE (TABLE 23 FOR JAM BRACKET SPACING TRAP( CONFIGURATION FOR 6'8' UP TO 14' TALL DOORS SUREBOI0 SIT-190 INTERIOR OF GARAGE STRUCTURAL ADHESIVE 2. 3/16' X 1/2' SCREW - USED TO FASTEN THE STEEL EXTERIOR IMPACT WINDOW FRAME TO THE STEEL INTERIOR IMPACT WINDOW MARE. 3. 91/64• X 1/2• SCREV - USED TO FASTEN DECORATIVE PLASTIC MOLDED VOHDOV FRAME TO THE ASSEMBLY SECTION I -II IMPACT WINDOW DETAIL N.T.S. —�- MAX. WIDTH 9'0" • DESIGN LOADS +256.5 LBS/FT SEE NOTE 2 -301.5 LBS/FT .3 '2 •3 •2 5 .3 �3 .2 .3 IMPACT GLAZING FASTENER DETAIL REV EESCR91171 Q 89336 041 ADDED RAE 4100(18 9412 7 -3.01 010 Mgt 9AX ' x S14' DESIGN LOADS +57.0 PSF -87.0 PSF LARGE MISSLE IMPACT RESISTANCE IRS TARRIATT rTNRT VIMCTTh4 -CAI QI N.E. y/(0S VWILAMARRJD MODEL 850 HERITAGE 1000, 2000 Short Panel, Long Panel, and Flush Panel 571 B WWI BT S(W DEMO W 0D 0611 (4/9/07 1115 01/9/07 MAWR IRC-9509- 189 -21 -1 E80)4QR D1066 L SU OMI PE DC. RA 064679 911(12192 i. 133' GALV STEEL WEINER IMPACT WINDOW FRAME 12 GA. GA19. STEEL JAU8 BRACKETS ATTACHED W/ (1) 1/4" -20 X 5/8' TRACK SPLICE BOLT & NUT .033' GALV STEEL EXTERIOR IMPACT WNW)/ FRAME MERIDRTVINNV 5/16• ANNEALED LAMINATED GLASS 151711 .090 PEW NNRLAYER INTERMEDIATE SECTION GLAZING OPTION DETAIL N.T.S. 24 GA STEEL 1110R SKIN SEE (TABLE 23 FOR JAM BRACKET SPACING TRAP( CONFIGURATION FOR 6'8' UP TO 14' TALL DOORS SUREBOI0 SIT-190 INTERIOR OF GARAGE STRUCTURAL ADHESIVE 2. 3/16' X 1/2' SCREW - USED TO FASTEN THE STEEL EXTERIOR IMPACT WINDOW FRAME TO THE STEEL INTERIOR IMPACT WINDOW MARE. 3. 91/64• X 1/2• SCREV - USED TO FASTEN DECORATIVE PLASTIC MOLDED VOHDOV FRAME TO THE ASSEMBLY SECTION I -II IMPACT WINDOW DETAIL N.T.S. —�- MAX. WIDTH 9'0" • DESIGN LOADS +256.5 LBS/FT SEE NOTE 2 -301.5 LBS/FT .3 '2 •3 •2 5 .3 �3 .2 .3 IMPACT GLAZING FASTENER DETAIL REV EESCR91171 Q 89336 041 ADDED RAE 4100(18 9412 7 -3.01 010 Mgt 9AX ' x S14' DESIGN LOADS +57.0 PSF -87.0 PSF LARGE MISSLE IMPACT RESISTANCE IRS TARRIATT rTNRT VIMCTTh4 -CAI QI N.E. y/(0S VWILAMARRJD MODEL 850 HERITAGE 1000, 2000 Short Panel, Long Panel, and Flush Panel 571 B WWI BT S(W DEMO W 0D 0611 (4/9/07 1115 01/9/07 MAWR IRC-9509- 189 -21 -1 E80)4QR D1066 L SU OMI PE DC. RA 064679 911(12192 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 U--) Permit No. Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit T e: BUILDING OWNER: Nam Address: ,1 City: Ua 4,4/ itl h ]der): L ECEIViED DEC 212011 i..., ROOFIN <ji Phone # 312 9'6 .2 201)– 5— State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 5 iC ,A1( q5' City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: � i� A) Address: City: Qu #lifier Name: 0?(, State Certification or Registration #: Contact Phone #: 77-6' 7/ N' I/ DESIGNER: Architect/Engineer: County: yt Miami Dade Zip: 3. . NO ° Flood Zone: _t J'ePlione State: L 4050 Zip: `` a Phone #: '7F 6 ci— /' Certificate of Competency #: q 8.,5 oo Email Address: J 6A!`? A 1-1, -00Q RS ,,h I Phone #: oirtmait Value of Work for this Permit: $ f U \U Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration Description of Work: ❑New ❑Repair/Replace ❑Demoliti D„,=.(2. t3A, mix *** ******* *** ****************** **** *FeeO� ********** ****m*** * ***** *** * ** * **** *** *** Submittal Fee $ •� Permit Fee $ /OD CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ cd9 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 3 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 . ' delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of c,,m encement ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue. 1 the absence o such posted notice, the inspectioivill not be approv'd a, d a reinspection fee will be charged. ,, ,,,,i,,,,„,o, Signatur Owner o ent 4 The foregoing instrument was acknowledged before me this2,1 day of 11-- , 20 1L, by-5 A-mia 1°3' x, who is personally known to me or who has produced PAD As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: \\���\\11u1nuii 111 EX 03 /p j : ®o77ss 4���!C t FQ OR \\\" *** *** ** :** **** * * ** **a:***+xa x* *** * **44 , N! Z*` ************* x:******* *********** * *******wo*x *>A***44,**u:**** ****** Signature fractor The foregoing instrument w. acknowledged before me thi day of _ , 20 i4 by l , who is personally known to me or who has produced D as identification and who did take an oath. NOTARY PUBLIC: Signy Print: My Commission Ex APPROVED BY /GPI 2P q Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 1 Cora f FadeS� PJS AIES& CERTIFICATE OF COMPETENCY 9965.2. IAO p , JOSE LUIS �yY•' Wider the. Pria ri' 0022 QUALIFYING TRADE(S) GARAGE & INDUS DOOR MIAMI -DADE COUNT1Ltit " Val it11 "t'tC`b ii_iMiii `igitlb5'c'I fis§l! "? 2012 TAX COLLECTOR MIAMI -DADE COUNTY - STATE OF FLORIDA 140 W. FLAGLER ST. EXPIRES SEPT. 30, 2012 1st FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER BA - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY 407407 -6 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 421860-8 JULIAO GARAGE DOORS INC CC # 99BS00382 8004 NW 154 ST 244 33016 MIAMI LAKES FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER JULIAO GARAGE DOORS INC Sec. Type of Business THIS IS JN Q(A gSCIALTY BUSINESS TAX RECEIPT. R DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CRIES. NOR DOES R EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI-DADE COUNTY TAX COLLECTOR: 08/31/2011 60010000345 000045.00 SEE OTHER SIDE BUILDING CONTRACTOR WORKER /S 1 DO NOT FORWARD JULIAO GARAGE DOORS INC JOSE JULIAO PRES 8004 NW 154 ST 244 MIAMI LAKES FL 33016 62 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 06 -06 -2011 EFFECTIVE DATE: PERSON: FEIN: 06/06/2011 JULIA° 650896237 BUSINESS NAME AND ADDRESS: JULIA° GARAGE DOORS INC 8004 NW 154TH CT #244 MIAMI LAKES FL 33016 SCOPES OF BUSINESS OR TRADE: 1- CONSTRUCTION EXPIRATION DATE: 06/05/2013 JOSE L 2- GARAGE DOOR INSTALLATION IMPORTANT: Porsuant to Chapter 440. 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413-1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW EFFECTIVE 06 /06/2011 EXPIRATION DATE: 06/05/2013 PERSON: JOSE L JULIA° FEIN: 650896237 BUSINESS NAME AND ADDRESS: JULIA° GARAGE DOORS INC 8004 NW 154TH CT 8244 MIAMI LAKES. FL 33018 SCOPE OF BUSINESS OR TRADE 2 GARAGE DOOR INSTALLATION 1• CONSTRUCTION IMPORTANT n Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWUC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 ACORDV CERTIFICATE OF LIABILITY INSURANCE PRODUCER BEACON INSURANCE GROUP INC 8567 Coral Way #301 Miami, FL 33155 (305) 266 -9706 INSURED JULIA() GARAGE DOORS, INC 8004 NW 154TH ST, #244 MIAMI LAKES, FL 33016 COVERAGES DATE(MM/DD/YYYY) 8/30/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A MONTPELIER INSURANCE CO. NAIC# INSURER B: INSURER C: INSURER D: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND C POLICIES AGGREGATE LIMITS INSR ADD'L SHOWN IvwT rInVE BEEN REDUCED BY PAID CLAIMS. ONDITIONS OF SUCH LTR INSRD TYPE OF INSURANCE POLICY NUMBER POLICY (/ EFFECTIVE POLICY EXPIRATION LIMITS A GENERAL X LIABILITY COMMERCIAL MP00003003000595 08/28/11 08/28/12 EACH OCCURRENCE $ 1,000,000 $ 50,000 $ 1,000 GENERAL LIABILITY CLAIMS MADE X I OCCUR UAMA PREMISES Ea nonce) MED EXP (Any one person) PERSONAL &ADVINJURY $ 1,000,000 $ 2,000,000 $ 1 , O O O , O O O GENERAL AGGREGATE GEN'L AGGREGATE X POLICY LIMIT APPLIES JECT i PER: LOC PRODUCTS - COMP/OP AGG AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNEDAUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Peraccident) $ PROPERTY DAMAGE (Peraccident) $ GARAGE LJABILITY ANYAUTO AUTO ONLY- EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY X I OCCUR I I CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describeunder SPECIAL PROVISIONS below WCSTATU TORYLIMITS OTH- ER E.L. EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE HALL 10050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL3O DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHO D NeATIVE ACORD 25 (2001/08) ©ACORD CORPORATION 1988 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day. 12/20/2011 Seq.#:0001 WI /0 BT #:30 4211860 -8001 Local Business Tax $175.00 CK CHANGE $175.00 $0.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION J 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2011 -2012 MUNICIPAL CONTRACTOR TAX Local Business Tax #:30421860 -8 State /CC #:99BS00382 Issued to: JULIAO GARAGE DOORS INC Type of Business: SPECIALTY BUILDING CONTRACTOR SEE BACK OF OFFICIAL RECEIPT FOR NONPARTICIPATING MUNICIPALITIES THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector 4. APPROVED Nn C11111 vi ZONING DEPT BLDG DEPT SUBJECT 10 CCP.IPIIANCE wr nri ALL FEDERAL STATE AND 01..UN ,Y A LES AN = T., ULATIONS BUILDING CODE COMPLIANCE OFFICE (BC G``!i) PRODUCT CONTROL 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 by Miami -Dade County Product Control Division 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product 7 2 I, 2011 I -DADE COUNTY, FL' DA METRO- DADEFLA RBUILDING° 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldingcode or material tested for quality assurance purposes. If this product or material fails to manufacturer will incur the expense of such testing and the AHJ may immediately such product or material within their jurisdiction. BORA reserves the right to re by Miami -Dade County Product Control Division that this product or material applicable building code. This product is approved as described herein, and has been designed to comply I°t a "a:da 'ding ode, including the High Velocity Hurricane Zone. DESCRIPTION: Models 950/6551000 & 2000 Steel Sectional Garage APPROVAL DOCUMENT: Drawin g No IRC- 9509 - 180 -21, titled "Model °� ''_ 655 �_ Summit, (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets 1through 3 o prep, b - n - t'' a Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Tomas 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 Division. 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels 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 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 specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 32,000 psi or more shall be used to make door panels for 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 revises NOA # 08- 0718.01 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. the accepted maxmer, the 'Id the use of s determined ements of the MIAMI•DADE COUNTY APPROVED NOA No 09 -0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 08-0718.01" 1. Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 08-0718.01" 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 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. C. CALCULATIONS "Submitted under NOA # 08-0718.01" 1. Wood jamb attachment to structure calculations, prepared by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance with FBC 2007, issued by Structural Solutions, P.A., dated 04 /27/09, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08- 0718.01" 2. Statement letter of code conformance and no financial interest, issued by Structural Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E. G. OTHER 1. Notice of Acceptance No. 08- 0718.01, issued to Amarr Garage Doors, approved on 08/28/08 and expiring on 09/04/13. Carlos M. trera, P.E. Product Control Examiner NOA No 09 -0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 E -1 13 GA GALV. 2808164. TOP RILLER 41 ATTACHED W/44) /4' x 3/8' 10f PER BRACKET ADJUSTABLE ROLLER CARRIER ATTACHED V/ 68) 1/4' x 1/8' BOLT 6 NUT PER BRACKET 0• TYPICAL TOP FIXTURES 3 S/8' 22/3*. R -TRUSS ATTACHED V/ Q') 1/4' x 8/0' HEX ITEAD SCREWS AT EACH CENTER STILE 8' 10 BALL STEEL S. STEM ROLLER N.T.S. SEE (TABLE 83 ON PAGE 8 FOR RE28904MED SECTION CONFIGURATION 0 TYPICAL DURASAFE CENTER HINGE° N.T.B. 1466. RURASAFE CENTER HINGE ATTACHED V/ (4) 4/4' x 8/8' HEX HEAD SCREWS a III ��I' Ih1l!)�II' II�II Il j !I Illll =lllyilll1dI ∎III., STILE TION� TABLE 4 014 PAGE 3 FOR STILE PLACEMENT LOCA 9 0 MAX ADJUSTABLE SAE BRACKET ATTACHED V /(8) 1/4-20 8/8' TRACT( BOLTS AND 14 GA 00880690 6.8187804.E ROLLER CAS ATTACHED TO 3 5/8' 23.8E R -TRUSS V /C0 4/4 X 5/8 HEX HEAD 3 8/8' 8EQA, 8 -TRUSS ATTACHED V/ CO 1/4' x 8/8' HEX HEAD SCREWS SIDEMEN EN INSIDE ELEVATION N.T.S. 14 GA. DURASAFE END HINGE ATTACHED V/ (0) 1/4' x 8/8' HEX HEAD SCREWS 460. DURASAFE ROLLER CAS ATTACHED TO END STILE W (3) 4/4' x 8/8' NEX 1(EAD SCREWS PER CARRIER 2 THICK 24 GA MN EXTERIOR SON 0-40 OALVANRA004 AND ON POLYESTER FINISH STIFFENERS LOCATED DT TINGE L HOLE= ON TOP SECT°! IDLY BRACKET HOLES FOR STRUT IS AMMO TYPICAL STD_E STIFFENER O 4.13. LSE° (TABLE 0 ON PAGE 2 FOR STRUT SPACING 2' 20GA STRUT ATTACHE) V (2) 1/4' X 8/8' HEX HEAD SCREVS AT ENO APO CENTER STILES 8' 10 HAL1 STEEL 9' LENS STEM ROLLER 8' 10 BALL STEEL. 8' STEM ROLLER SLOE CT 0144 BOTH SIDES 5/11. MIN ENGAGEMENT CO WORMING TO SFIC 3603 -8. (SNAP LATCH, OR LOCK BAR OPTIONAL) ATTACH V /12) 1/4' x 3/410( HEAD SCREWS TYPICAL DURASAFE END HINGE 43.ESym W R WILL BY INSTALLER) tll 20 CA. CENTER STILES ATTACHED VITN 4') 1133-L-LOC AT THE UP AND BOTTOM RAIL AND ADHESIVE 10 OTTER= FACE 20 OA OILV. STEEL END STILE ATTACHED WITH (7) TOLi-L- TO MORS SKIN AND (8) TOG-1-112 AT �0 � AND (aTADFR 2/18' x 1 8/8' LAG CO PER JAI4O BRACKET 8/811 X22 GA (1) 4/4-00 x 8/BTRAO( SPLICE BOLT AND NUT PER JAMB BRACKET SALY. STEEL MAO( tl 9/8' R- TRUSS) MRAC( THICKNESS .083' COOT. VERTICAL JAMB TRACK MOUNTING DETAIL Ra.R2108828ETm) N.T.S. TYPICAL BOTTOM BRACKET1 N.T.S. TIP FIXTURE ATTACHED V/ CO 1/4' x 5/8' HEX WAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V /42) 1/4' x 1/8' BT AND NITS R -TRUSS PER SECTION 1440 HINGE THROUGH 3 8/811 X E2 GA (3 8/8' R- TRUSS) GAIN. STEEL R -TRUSS ATTACHED V/ (4) 1/4' x 8/2' HEX HEAD SCREWS AT EACH END STILE ANO (2) 1/4' z 8/8' HOT HEAD SCREWS AT EACH CENTER STILE STRUT AT BOTTOM PANO- . STEEL RETAINER '/ BOT108 SEAL SECTION A -A (SIDE VIEW) N.T.8. 14 GACHATTACED 41/43) 4/4' X 8/8' NET HEAD SCREWS WITH A 13 OA BRACKET SLIDER 0WOOD JAMB ATTACHMENT TO STRUCTURE GA. FLAG BRACKET ATTACHED TO V® JAMB V/ CO 8/16 DA X -8/8' LAG BOLTS AND TO TRACK V/ (4) 1/4'-20 x 8/8 TRACK SPLICE BOLTS AND NUTS 1 ��M�C(I) TRACKS AT THIS LOCATION _ 2 110 44448 8TR7 (SPLICE' BOLTS 036. &1 I� HAG X78 11 1' 11 Ii NUT II II a (1) 8/18' DIA. x 1 -2/8' LAG SOLT ATTACHED 10 JAMB AT EA JAYS BRACKET 12 G0. GAIN. STEEL JAMS EIRACXETS ATTACHED R/ (1) 1/4' -20 x 8/0' TRACK SPLICE 8OFT 8 SEE (TABLE 3) ON PAGE 2 FOR JAMB BRACKET SPACING PEODUOTDEVISED TRAM CONFl(XARAOCN FOi B'6' UP TO 14' TALL 00042 roxamhilemmkkedollodds Y•iJLUCT 4LMV)SFp B$88/Q7ib as,.xxply1Hg41A4MbIOWETlaids Amep4007 00 078 1T//8.41 Auk • eb 0%.4(004.03 .. PS.xBeIH'UI 2 x 8 VERTICAL JAMB ATTACHMENT To WIxxI FRAME ATRLICIIIRF 8/10' X 3' LAO 020083 STARING 8' FROM E718 THEN 24' 0.C. (1 1/2 E!®E01(ENT) 2 X B VERTICAL JAMD ATTACHMENT TO 2 000 PSI COdPRF10 H2O KM BOLT 3/8' X 4' STARING 8' FROM ENDS THEN 24' 0.2 (2 1/2' EMBEDMD4T) 4111 SLEEVE ANCHOR 3/8' X 2 -3/4' STARING 8' FROM MS THEN 18' 0.0. (1 1/4' REDHEAD (TRU -ELT) 3/8' X 4' STARTING 0' FROM ENDS THEN 24' 0.0. (2 1/2- EmsomENT) 7 X B VERTICAL JAMB ATTACHMENT 70 2-80 8LQ04 HIM ANCHOR 3/8' X 2 -3/4' STARING 8' FROM ENDS THEN 18' 0.C. (1 1/4' ITW/RAYSET TAPC 1 1/4' X 2 -3/4' STARTING 0' FROM ENDS. USE PAIRS OF FASTENERS (3' APART) AT 18' 0.C.(1 1/4' 011) NAGS AND BOLTS CAN 00 COUNTERSUNK 70 PRONDE A FLUSH MOUNTING SURFACE. *MINIMUM ANCHOR ENE DISTANCE 2- 3�/4'S 1240 1/3 NRR&8SE N ANCHOR ALLOWABLE LOAD DUE TO SHORT 11ME °TAXATION HAS MDT 98ED. aim OF MEW COE BROWN 10 X F8; MD3.@0&RG1® 0E -12-08 SD MAX SEE 9 X 14' OESCN LOADS +51.1 PSF -60.3 PSF LARGE MISSLE IMPACT RESISTANCE 188 CARRIAGE awn 4111481184 -SN44 RC 8717 VVVAXARR.COM YODEL 800 B861TAGS (24( OA) 1000. 2000 ®EMORY. LOLNO PLEBE, AND BEAD PANSIES WOO SE MAU BY DU OUE 9/2/8 MAME 93208 8 mar( Art CAI 0I/M/8 IRC- 9509 - 180-21 m*08 MOS L SADBM PE ICE Ba CBI SEE( 1 6 3 CO • TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP Btm A B C D E F G H T 8' 6" 5 112" 18" 34" 52" 21" 21" 13' 6" 21" 70 1/2" 7' 51/2" 16" 37" 58" 21" 1310" 21" 21" 761/2" 7 6" 81/2" 13" 31" 49" 67" 21" 18" 18" 821/2" 8' 51/2" 16" 34" 52" 70" 21" 21" 21" 881/2" 8' 6" 51/2" 16" . 37" 58" 76" 21" 18" 18" 941/2" 9' 51/2" 13" 31" 49" 67" 85" 18" 18 ", 1001/2" 9' 6" 51/2" 18" 34" 52" 70" '.88" . 21" 88" 1081/2" 10' 5 1/2" 16" 37" 58" 76" 94" 78" 9'6" 112 1/2" 10' 8" 51/2" 18" 37" 58" 79" 100" 18" 18" 1181/2" 11' 51/2" 1 16" 34" 52" 70" 88" 106" 18" 1241/2" 11' 8" 51/2" 16" 37" 58" 76" 94" 112" 68" 1301/2" 12 5 1/2" 16" 37" 58" 79" 100" 118" 21" 136 1/2" 128" 51/2" 16" 34° 52" 70" 88" 106" 124 ". 1421/2" 13' 5 1/2" 16° 37" 58" 76" 94" 112" 130" 148 1/2" 13' 6" 51/2" 16" 37" 58" 79° 100" 118" 136" 154 1/2° 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2" TABLE 3 TABLE 2 DOOR SECTION HEIGHTS HEIGHT Btm #2 #3 #4 #5 #8 #7 #8 14'0" 21" 21" 21" 21" 21" 21" 21" 21" 13' 6" 21" 21" 21" 21" 21" 18" 18" 21" 1310" 21" 21" 21" 18" 18" 18" 18" 21" 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" 12' 0" 21" 21" 21" 21" 21" 18" 21" 46" 11'6" 21" 21" 21" 18" 18" 18" 21" 11' 0" 21" 18" 18" 18" 18" 18 ", 21" 68" 10'6" 21" 21" 21" 21" 21" 21" 88" 8' 6" 10''0" 21" 21" 21" 18" 18" 21" 78" 9'6" 21" 18" 18" 18" 18" 21" 9' 9' 0" 18" 18" 18" 18" 18" 18" 78" 8' 6" 21" 21" 21" 18" 21" 100" 9' 6" 8' 0" 21" 18" 18" .18" 21" 68" 7' 6" 18" 18" 18" 18" 18" T 0" 21" 21" 21" 21" 38" 46" 6' 6" 21" 18" 18" 21" DOOR HEIGHT TRACK ATTACHMENT SPLICE A B CD E F G H I J K L M N S 6' 6" 3" 14" 27" 38" 46" 56" 64" 70" 7' 3" 14" 27" 38" 46" 56" 68" 76" 7' 6" 3" 14" 27" 38" 46" 56" 68" 78" 82" 8' 3" 14" 27" 38" 46" 56" 68" 78" 88" 8' 6" 3" 14" 27" 38" 46" 56" 68" 78" 88" 94" 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 9' 6" 3" 14" 27" 38 "' 46" 56" 68" 78" 88" 98" 106" 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 112" . 10' .6" 3" 14" ..27" . ". 46" :567 - 68" ..78" . '88". ` 100" 110 7 11811 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" 11' 6" 3" 14" . 27" 38" 46" 56" 68" 78" 88" 100" 110" 120" 130" 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" 12'6" 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 109" 122" 132 ". 142" 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 13' 6" 3" 14" .27" 38" 46" 56" 68". 78" 88" 100" 109" 122 ": 134" 144" 154" 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" INTERIOR OF GARAGE MAX. WIDTH 9'O° -4— DESIGN LOADS I 1 1 1 1 1 1 1 1 1 1 1 +230.0 LES/FT NOTE 2 SEE ® -271.4 LEIS/FT SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & -271.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN ROLLED FORMED. 0-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0° HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8' R -TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGSIRED PROFESSIONAL ENGNEER FOR MIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. ® 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASIA E330 -02, ASCE 7 -05, AND FLA. BUILDING CODE PROTOCALS TAS 201. 20$ 203. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF AU. COILS USED TO FABRICATE DOOR PANELS 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 DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILMES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 P51 OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. PRODUCE EIEVI SED BFR X1 OF MIS Jiff 8T m Aceviyug vuf 19eN1o91& 840.12/ 'ode A 4TOEDRlA.LD163 &HaATID 03- 12-0391 A�eo"VbE't' -' 03 &p4u ', �'Il?Tif- 3 MAX EN 1,/,�� • 9' x 14' DESIGN LOADS +51.1 PSF -80.3 P5 PRODUCTREVEHD GUIPHOVIimilbiDoEGEIGa A pb..)7 LARGE LOME IMPACT RESISTANCE 169 C681M5E =APT V 0ST65- SARER. NL 871(6 VY'IMMRR.C61 MODEL 980 HERITAGE (24 GA) 1000, 2000 ®MODEL 865 068 sonar (24 00 1000, 2000 SHORT, TANG, PLUSH, AND HEAD PANELS SIZE 6UN9f IU DATE 0.1/11/83 8910 NA@R B KOS BY AH I "ff mf4/a1 IRC -9509- 180-21 RHER RDUAS L 9GDEM@ff PE l8 Be 08579 HET 1 W 3 TABLE 4 Section Width (ft) Panel Type Center Sine Location (Measured from Left Edge) 1st (in) tat (In) 3rd (in) 8' 0 Shat 24.812 48.000 11.188 8' 0 Long 24.000 48.000 72.000 8'0 Bead 24.825 48.000 71.375 8' 2 S rt 24.316 49.000 73.884 8' 2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 8' 4 Short 24.580 50.000 75.420 8' 4 Long 25.000 50.000 75.000 8' 4 Bead 25.625 50.000 74.375 8' 6 Short 26.029 51.000 75.971 8' 6 Long 25.500 51.000 76.500 8' 6 Bead 28.125 51.000 75.875 8' 8 Short 26,659 52.000 77.341 8' 8 Long 26.000 52.000 78.000 8' 8 Bead 28.625 52.000 77.375 8' 10 Short 27.034 53.000 78.968 8'10 Long 28.500 53.000 79.500 8' 10 Bead 27.125 53.000 78.875 9' 0 Shat 27.596 54.000 80.404 9' 0 Long 27.000 54.000 81.000 , 9'0 Bead 27.825 54.000 80.375 lllatD1y ilk PROIDUCT ABV19PD EMMA; Cock AEmpirneammtino 7437 a,A3 14,Ol t� y11R►i Idim,ti P.44m4 141181 P1o01ttOmnet REV CESARE EE6510 0A1E 8r A A9NA®2 D31HIB', 14820&MAIM 08 -12-08 SKI M9 AX x 922 14' DESIGN LOADS +51.1 PSF -60.3 PSF LARGE A091-E IMPACT RESISTANCE r 165 CARRIAGE COURT VG4ST2I -SALO( Ne. 571m VWAloa tta M0021. 950 RE11LPMGE (24 GA) 000, 2000 9)60091. 855 0A9 80*917 (24 0A) 1000, 2000 SHORT, LANG, PUNS, AND BEAD PANELS 222 086112 EN EU WOE 01/12/0.1 DRAW MEG B awe BY ME aor 03/14/03 IRC- 9509 - 180 -21 MEM 1N0NAS L 22999 P3. 116 Na. 01M19 SET 3 OF 3 STRUCTURAL SOLUTIONS, P.A. Project No.: 11 -002 5921 -G West Friendly Avenue Date: 11/30/2011 Greensboro, North Carolina 27410 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -05, Section 6.5.12.4.1 for Components & Cladding, based upon the design parameters listed below. Building Address: 535 NE 95th St. #244 Miami Lakes, FL 33016 Garage Door Width: 8.5 ft Garage Door Height: 7 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 15 ft Least Overall Horizontal Dimension of Building: 47 ft Distance from left building corner to edge of garage door opening: 2.5 ft Distance from right building comer to edge of garage door opening: 2.5 ft Roof Slope: any slope Positive Design Pressure = 41.1 psf Negative Design Pressure = -48.3 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7-05 The Importance Factor and Topographic Factor for the building are both 1.00. The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with Amarr Garage Doors e HOE �© °c. © ®� ®eS HE/ B® ®See .IV o ouss.79 o P 6. °. cr E m�0 0 1‘0%°‘'`.4) °4'44, ION BON ik� a * ** Thomas L. fir, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 J :\2011 Projects \11 -002 Amarr 2011 Retrofit Doors \535 NE 95th St. #244 Miami Lakes_FL 33016 \Garage Door Pressure Calculator.xls 1-1/4-Aynty,ono fn5 cbs+ plown(y.ts -ft3313-3