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WS-10-334 ,# Y k-.� 9 d��t rHYv°fa°W ��i � vs /ham' -------- ,� a _ �i Miami Shores Village 23 3 fdFk 10050 N.E. 2nd Avenue '� Miami Shores, FL 33138 -0000 4 .f ... P I %Y 'YIl Y Y'. Phone: (305)795 -2204 �� Y r Expiration: 09/01201 Project Address Parcel Number Applicant 848 91 Terrace 1132060050350 Miami Shores, FL 33138 Block: Lot: MOJDEH SHUSHTAR Owner Information Address Phone Cell MOJDEH SHUSHTAR 3928 GATEWAY Drive PHILADELPHIA PA 19145 - Contractor(s) Phone Cell Phone Valuation: $ 9 75.00 ACTSYS DOOR SYSTEMS INC. 30 - 229 -4007 ... ... Total Sq Feet: 56 Type of Work: REPALCE GARAGE DOOR For Inspections please call: No of Openings: 1 (305)762 -4949 Additionai Info: BUILDING Available Inspections: Classification: Residential Inspection Type: Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $0.80 WS -3-10 -37179 Education Surcharge $0.20 Permit Fee $110.00 $114.60 $114.60 $0.00 Scanning Fee $3.00 Check #: 6114 Technology Fee $0.80 Total: $114.60 Building Department Copy March 05, 2010 2 B Miami Shores Village o � �R Building Department >o050 N.E.2nd Avenue, Miami Shores, Florida 33138 ...,��..•. ❖.o • Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit`N PERNIIT APPLICATION Master Permi o. FBC 2004 ---� Permit Type (circle): Building Roofing 'o Sam Owner's Name (Fee Simple Titleholder) hone # (�8 Owner's Address City /Yl� en�.S j�rre°s State �'l- zip 3 13 Tenant/Lessee Name Phone # Job Address (where the work is being done) Sc i�N t,,.1 % City Miami Shores Village County Miami -Dade Zip 313 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company .Name Y ��gets _D�c Phone# 3a ZZg-4oc�'7 Contractor's Address i e,cr City t : a� State 1 © ZIP 31 • a� !a '� � °► - �(® ®"7 Qualifier Name Phone # o � c�-♦ e.e„��o� State Certificate or Registration No Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ C% .0 Square / Linear Footage Of Work: •' b s v P j, Type of Work: ❑ Alteration [ ❑ Repair/Replace ❑ Demolition Describe Work: {Le� eac���o a o�oov- wi+r� v,e�A �•vs� • •������e' ®� Submittal Fee F - Permit Fee $ C� CCF $ CO/ 3� Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ` See Reverse side -� Y m Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A A 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 o ommencement must be posted at the job site for the first inspection which occurs seven (7) days after the building) is is a absence of such P o e, the C pe tion will not be approv a einspection fee will be charged Signature _ Si ON Owner or Agent Contractor The foregoing instrument was acknowled before me this ��N The fo omg instvment was acknowledged before me this oC. Th g g + g q � day of 2C�0 by A �d o day of " a 20 i v' by who is personall knoyn me or who has produced who is rso own to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: I ` Sign: Sign: _ Print �r G7� e o N Pnnt LL.t� My Commission Expires: ht- Al i O My Co CpMuMMiS510td # D0798288 (407) FWrWeNo .c= APPLICATION APPROVED BY: ✓ ��! Plans Examiner Engineer Zoning (Revised 07/10/07) . Nawy Public Staff of Fbrida M a W *Mqft0e M mWJw DD540351 OF Ex 0612112010 . 1 STRUCTURAL SO LUTIONS, P.A. Project No.: 10- 002 5921 -G West Friendly Avenue Date: 3/3/2010 MAC Greensboro, North Carolina 27410 BY- -- ------ -- - --- 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: 848 NE 91 Terrace Miami Shores, FL 33138 Garage Door Width: 8 ft Garage Door Height: 7 ft , Basic Wind Speed: 146 mph s Exposure: C Mean Roof Height: 10.4 ft Least Overall Horizontal Dimension of Building: 28.25 ft Distance from building corner to edge of garage door opening: 2.1 ft r e p E Roof Slope: >10 degr k � Positive Design Pressure = 41.3 Psf Negative Design Pressure = -45.9 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. The Building Official has final authority to determine the suitability of the actual conditions where the garage door is located. This document is only to be used In conjuction with Amarr Garage Doors W it - *+ � Miami Shores Village' IO 0 APPROVED BY DATE ZONING DEPT BLDG DEPT Thomas L. Shelmerdine, PE STRUCTURAL SOLUTIONS, PA SUBJECT i O CGMPIJANCE WITH ALL FEDERAL Florida PE# 48579 STATE AND Ct;VN'iY RULES AND REGULATIONS J :12010 Projects \10 -002 Amarr 2010 Retrofit Doors\848 NE 91 Terrace Miami Shores FL 33138\Garage Door Pressure Calculatorxls Wind Load Door Measuremen t Sheet ftar GARAGE DOORS Please send Completed information for each door via e-mail (preferred), fax, or post to: E -mail: engineeringdep O-amarr.com Please place "Wind Load Door Measurement" in the subject line. Fax: (336) 251 -1908 or (336) 251 -1901 Engineering Dept Attn: Windload Door Request Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 27105 Required Dimensions: 1) Door Openings (Width x Height) 2) Mean Roof Height. Also known as average roof height. This is found by taking the distance of roof peak from the ground plus the distance of the eave from ground and dividing the sum by 2. Example: 10' from ground to eave and 20' from ground to roof peak has a mean roof height of 15' (20' +10 =15 3) Measurement from door opening to the nearest corner of the building. 4) Building footprint (length and depth of building) Required Photographs: 1) Picture of building taken from the curb (or front of house). 2) Picture showing door opening and the nearest corner of the building. Required Information: Home or Building Owner: Street Address: SgF3 P > e i City: "',c. M S4.ar r�, State: Zip Code: 33, 3 County: Dade (146 mph Exposure C) ❑ Broward (140 mph Exposure C) Dimension #1) Door Opening: Width �5 x Height (Example 15' -6 ") Dimension #2) Mean Roof Height: S ' } �p 5 = i $ .'1 Z = q .3 S Dimension #3) Distance from door opening to nearest corner of building: Z' Dimension #4) Building footprint sketch with dimensions. Provide in space below or on separate sheet N BHG 9 -07 C MR 0 4 2010 MIAMI -DARE MIAMI DADECO °, R; ----- - - -- -- METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www miamidade.ov/bnl nircode 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 (AHD). 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION Models 950/6551000 & 2000 Steel Sectional Garage Door (9' wide) APPROVAL DOCUMENT: 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 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 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an " o any ct, for• sales, advertising or any other purposes shall automatically terminate this NOA. Failure to 1 wi >any s c n- Of this NOA shall be cause for termination and removal of NOA. LD41TATION: This approval requires the manufacturer to do testing of all coils b� . r p under this Notice of Acceptance. A minimum of 2 specimens shall be fr each il }le' aci., TM cut om co E-8 by a Dade County approved laboratory selected and paid by the manufacturer. love J nths four the manufacturer shall mail to this office: a copy of the tested reports with confirmatio the specimen. w s ected from coils at the manufacturer production facilities. And a notarized statement from n th tuner that onl coils with yield strength of 32,000 psi or more shall be used to make door panels for Dade County udder " Noti 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 and renews NOA # 03- 0502.01 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. NOA No 084718.01 Miaru oaoE coutu Expiration Date: September 4, 2013 ' ' Approval Date: August 28, 2008 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 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 ithrough 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 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 anti 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 B 117 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 1. Wood jamb attachment to structure calculations, complying with FBC -2004, 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 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. 03- 0502.01, issued to Amarr Garage Doors, approved on 09/04/03 and expiring on 09/04/08. � Qg arlos M. Utrera, P.E. Product Control Examiner NOA No 08 -0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 E -1 ADJUSTABLE itMAM CAMRIER ATTACFEB V/ Qb 1/4' x I/e' 14170. OIRASN'E BOLTS SULT Nm NAS MET t RUT FER SRA03T CENTER 10011E A7TAOED A V4' x SIB' W FLAG PRAQEI' S LM m 7 O W ( TO ® HEX DEAD SONEIIS e' TRIG r Y/ 73I 5/I6 V X Y9/S' LAO DOTS ARC m F A AgMtE•DtT V/ AND NUTS x 3/S TRAbt SPLICE 3 S/6' am R -T0-111m ATTAM CAN V4• x 0/S' IEx WAO SCREY3 13 g 781 mm V/ CO) V4' x S/S' V/® ADJUSTA714E SLIDE BRM= AMO ED TOP RMIM V4• x W ATTACHED V/(4) V4 x �' F�oEROR 8iR( mw NEX Y B RO.J kR� �PC FBA BA1� TRACKS AT DDS ILCARN TIF FO IYPDCAI. ITURES M.4 14-10 wm w= 8 mm R TS 1 Lw IroLB JAHe IH11H (� 5/ro' DEL x I-5/6' SEE BASLE m a PNE a PON 5 TYPICAL DURASAFE CENTER FR NC� RECOBEHEfO slcrmn CRFISURATID11 Z N.LS. Q 6h8' p0. x IS 1 -0/EP' LAS DOLT A BRA CKET dI11E ar EA. Ja® IXNQET In SECTION 1 LOCATED at im s H 11 DA 6aLIL ST EEL tTOP) ON TOP SECTION ONLY AT ED (� / X x S/0.' '2 3 i O SIR I iF 1 Mu xO1.T TfR 4 0 o 9 TYPICAL STILE STIFFEFtER J� A A N.T.& 3 3" X e6 OA C3 5/S• SEE (TABLE 3) ON PAOE e STDE a- TAlls� 6N.v. STEEL *-IBM JANE BRACKET SPACM6 LOG'ROF' TAM 4 ON PAGE a SEE RNILE v ON PAGE a IEt FIEAD V SUVA AT E FOR EACH Elm TRAO( CONFlOA T* FOR S UP m t r TALL OOOR5 �m0 p1SlNR FOR SiO. WJICAFJIT P1R STRIR SPAUNO SIDE AND 07) V4• x SW HEX 9d14I!(Oet�e 9 -0' MAX WAD sowwS AT EACH CARER Ameyloosllb X07/8. INSM ELEVAi10N L. em STRUr STILE ADJUSTABLE SLIDE ROC N.1'8 I4 (6L DURASAFE ATTACHED V ATTACED WO 1/4-0 x Elm HDOGE ATTACHED IEII HEAD D �� � AT Ig oe uDQt STEEL RECAM ,US' TRUm BOLTS ISO I I�F0 50. AT Elm AND iEHTkR f)bdpio0 STDI S W =1 SPM V4 X 54 HEX HEAD RU l" AT 5M aY asown IBDS Igo of HEX HEAD SCFE7I8 PER CARROR $Eno A -A (SIDE VIEW) A 1RiRP10IW80?I�MB.SDRRSlUTB 0Y 0 PLIAL _ 7 to XV.L SIM F5 IS S OM ROLLER ON ONpp em Attu V. (4) = � /CD W4• vRN a 1.1 P9F V4� TYPICAL BOTTOM T a0. twAaET mm -60.3 pSF tt Q r CR I/4• x ® WOOO JAMB ATTACHMENT T4 STRUCTURE o en TYPIC AL DIUtASAFE END I MGE 3 1 Y 6 Yue AlT�hx6'YT TO redf FRUxc axxmmmi' n 5/t6' x 1 s16' Lw 8/16' x r Lw SCgENTO STARIMR e• FROM EFm9 IM 14• Qa (1 1/1' EMBEMOM A MUSSLE oN a O CAL 8 .V. STEEL Om 9TDE to PLR 3 8/ ) AttAiE9 VlTN Ch tOG-L ,pAy BRAp� H Y 8 I ' T JAYS ATTA S 1 1m6 P81 MIf9xT! RESISTANCE FROM £ m tow ENDS AND (FS H L II K85( 80.T S/6' X 4' STARROm e' 2 Y S mS THEN 4' s (1 1/1' IBEMIM CD 0 GA, CENTER Sm It mD -L-LOC AT WE TOE AND HL71 SEEM A%*= 3Ar X 1-S /4 STAMM S' PAOI DIDS THEN 1x' OA (I t/4' A77AO♦EB VITN TOP 7/16• fb SOttO{ HAS. Dammem mD -L-LOC AT TiE AND ry) p0. W.,ON RAIL AM ApESIYE SO,r ITN�/RAI�'T OW -SOL JAr x 4 SIARDNS 6 FM OW IPM 2r as (1 l � TO D1TFR7a( FACE PER 2 k r � � � ttA_. =__. m c - a BLrnr HLL ANON 316' x 1-3/4' STARIM W FROM ENDS 1IM lOr as (I 1/4 OS CARRIAGE CMW VDGYDN -&VJX AL 67105 WVNNR M - ITBfRAYt67 TAWAN 1 X1 -3/4' STARIDI9 6' FROM Oft USE PONS O YOD$L ON B>$EIAiM 6o !ODD EODO FASiETER4 (S' MIIRi) AT 16' OM41 I/4 emommoR) Ounam w5 016 BIOOQPP_(8S Oa) 1000. 8000 5AVH x ON G& g�gK Slm. BE0@$ LONO PL9ZDl. Al® BRAD PANIMS SURFACE. ffi.T CT 5/S• *-TRUSS) iR/Wlf R600&73 �PRFYARATIOH OF X000 JAf®SOORii 1O- JD /6f TO 4' A PLUSH INxD11R10 E 1� wmw OJ 0{E OI�5f64 mm an RArIIUWZ TRACK MAUMING DETAIL 0 M� �ANCHOR Low ME To MW mE DUPATXX HAS OM B IN AE1 am *up I RC 9509 - 1 - 21 ICES. USED, d ODi . DOM ll=LStPEUG6W Sir 1 OF J TABLE 1 TABLE 2 INTERIOR OF GARAGE —� MAX. WIDTH 9'0' DOOR STRUT SPACING (BASED ON RECOMMENDED DOOR SECTION HEIGHTS HEIGHT SECTION CONFIGURATION) TOP HEIGHT Stin #2 #3 #4 #5 #6 #7 #8 A 8 C D E F G H T ! 1"` 21 e: .'2:1?A. 2 1" :" 'fa DESM LOADS 111 I 111tj it] ._•.'� ;?:..::. - .,.>. : '`.l2° a a a a a a a a +230.0LBS/FT SEE NOTE 2 T 51/2" 16" 37" 56" 76 1/2" 13'6 21 21 21 21 21 18 18 21 ® - 271 . 4 T �?` : ' 1 � � : 2" : 21 :" : '18 4" 1 . F ".: SPECIFICA AND NOTES 8' S 1/2' 18" 34" 52" 70" 88 912" 12'6" 21" 18" 18 18" 18" 18" 18" 21" ET THE �H I N as TH nORTICALJ JA M OF HORIZON wee OR 9' j 51/2" 13" 31' 49" Sr 8,5" 1001/2" 11'6" 21" 21" 21" 18" 18" 18" 21" z TRANSFERRED FROM THE vE�TI Ak roves MAMIM DE.SKIN LOADS OF 11!1a . 2,(r�, 8 " 1 .1 " ; 1.. 21 m. +230. Les/FI' & - 271.4 LOS/FT } - "�6:'• '. - DOOR AND HARDWARE VALL BE DESIGNED, MANUFACTURED 10' 5112' 16° 37" 58" 76" w 112112" IV 6" 21" 21" 21"121" 21" 21" A INSTALLED TwTH STANDARDS AS SET FORTH BY DASMX a . �. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN 1 1 9 /�` 1 -) ". 1 . $ "' 1 R I " ` ROLLED FARMED. G -4O GALVANIZATION W/ BAKED ON POLYESTER FINISH 11' 51/2" ✓ 16" 34" 52" 70" 88" I 105" 1241/2" 9'6" 21" 18" 18" 18" 18" 21" S. DOS UPTO 7'O• HM CONSIST OF (4) SECTIONS AS 94ML 2E :1t$":.,'1 a. USE (t) 3 5/e' R —TRUSS PER SECTION 8_ .i.��' 8. DOORS OVER (4) SECTIONS REFER TO TABLES t AND 2 12' 51/2" 16" 37" 56" 79" 100" 118" 136112" 6' 6" 21" 21" 21" 18" 21" oa PAR 2 7. SUPPORTING STII1C'NRAL ELEMENTS SHALL BE DESIGNED BY A RECISTRED PROFESSIONAL ENGINEER FOR WIND LOADS 13' 16 1 18" 37" 58" ` 78" 94" 11Y 130" 1481/2" g ` INDICATED ON THIS DRAWS IN ADDITION TO OTHER LOADINGS. r 1 48 1. _ T 6" 18" 18" 18" 18" 16" ® S. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE :. , "2;1".' 1a WITH THE PROCEDURES DESCRIBED IN ASTM E330 —O2. ASCE 7 -05. AND 14' 5112" 16° 37" 58" 79" 100 121" 3 142" 160112" FI.A. BUILDING CODE PROTOCALS T AS 201. 202, 2D& 6' 6" 21" 18" 18" 21" 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO 00 TESTING OF ALL COLS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE TENSILE TABLE 3 OF TO a E e A DE ROVED SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES A DOOR TRACK ATTACHMENT SPLICE FEAR THE MANUFACTURER sHAU Man TO THIS OFFICE A COPY OF THE TEST' HEIGHT A B C D E F G H I J K L M N S ass THE MANUFACTURE PROD THAT THE SPECIMENS WERE sELecreo FROM STATEME NT COILS E AT NT FROe THE THE MAAF ACRIRER THA T O FAOLffCOI LS W AND A NOFA �r I��e �! �1�.R E THE MANUFR TNANLY COILS STRGTH 6'471' : �7 ` :� . ; �.W 'r�7- i7v' : �cs�e iv� COUNTY UNDEER HE N0 IfEOF CEPPIANCF. MAKE DAR PANELS FOR BADE T 3" 14" 27" 38" 46" 56" 68" 76" 0 1R908'Eff ff fE6g8 BeTE eslaFW a �r 8' 3" 14" 27" 38" 46" 56" 68" 78" 88" 77iW7 1" : 7" fig" ! ; .... �R" : 7". 18'" „ x 14 DESKI LOAM +8t.1 PSF W 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" —'3 PW o 1 3" 14" �:� 38" 46" 56" ..: 78" j 8 �Q 8' 100" - ....112" LAM MMEJ RE RE5IS ST TAM E 11' 3" 14" 27" 38" 46" 56" 88" 78" 88" 100"110" 124" °. 1,: 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" IlsQOt3crRl3v p ?'`� •�OM"s•RSmeF[gd� WS cAma cow &%M Imo. lewi lmolimm S" ... 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100"114P 122" 134' 148" ®> 71 3r :jE 7W iaxl ". .; .. ! ` °I.• n " ti;1 '4 " o� s� Omer IW m qA p o s.,e� 14' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" 114" 122'[134"1146-1 160" a w0Ia AK Mz RC- 9501 - 21 991114k NW L91=KPEUGk Sw 3 ff 3(p TABLE 4 LOM rxaaltasrl EMD �aali.rfi.wa m.. A ATAN07W�71�1®.8538101A� 8i- 94 t OEM LOAM +51.1 PSF -80.3 PSF q � q Nl LIM W� tTAnCE 163 C CMW vvm=-SMAK NC. ow WVJW 6 = YODEL 960 T tM G" 1000, 8000 on ® 8HOE1'. 7 HSS P� 88 OLW Bt W m MAW mm sm B wool w 01& 0�F411 MC-9509-IM OM 800SL$IDEIOIEPEICBt sw 3 6 1® gew! ��� , Petrel Type let �� � � 3 24.00D 48.000 72.000 Bead 24.825 48.000 71.375 8' 2 Long "'•' 24.6W 49.000 73.500 ' 8' 2 Bad 26.125 49.000 72.87b 8' 4 Long _ 25.000 50.000 75.000 8' 4 Bead 28.826 50.000 74.375 8 8 Long 25.800 fi1.000 78.b00 8' 8 Bad 28.125 51.000 75.878 8' 8 Long � 28.000 ` 52.000 ' . . . ' 79.000_ 98 Bey zs.fi2fi 52.= 77.375 t0 Shod. 8' 10 Long 28.500 53.000 79.500 8' 10 Bad 27.125 53.000 78.875 27.. • >� o Latg a7.000 54.000 s1.� t� o Bad 27.825 54.000 80 . 375 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 137744 Permit Number: WS -3 -10 -334 Scheduled Inspection Date: March 12, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: SHUSHTAR, MOJDEH Work Classification: Garage Door Job Address: 848 NE 91 Terrace Miami Shores, FL 33138- Phone Number Parcel Number 113206005035 Project: <NONE> Contractor: ACTSYS DOOR SYSTEMS INC. Phone: 305 - 229 -4007 Building Department Comments Inspector Comments Passed / �G Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 11, 2010 For Inspections please call: (305)762-4949 Page 13 of 17 Miami Shores Village � V is, Building Department 10'050 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 No. . I ?3 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING _ Owner's Name (Fee Simple Titleholder) b o i c e h s b u S hta t Phone # (3 0 6) re 10 39 11 Owner's Address %4 N F q 1 `LEIS City MfGmLshnres State F L Zip _ 33139 Tenant/Lessee Name Phone # Email , Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name Ac r s 3 C D ®Ci Y-- -y s gcn, I Plc. Phone # e 3 05) ! - _f 00 "1 Contractor's Address S 3'I 0 s %4 32 lid T e t r City " in M i State ,f Zip 3 i 5'3 Qualifier Name S M , f h A - Do 14 S D n in Phone # C306) 229 40 State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone' # Value of Work For this Permit $ 1 15 s; 0 0 Square / Linear Footage Of Work: 5 (n s FT Type of Work: [)Addition Altoiation QNew ❑ Repair/Replace ❑ Demolition Describe Work: r .x .rE ' Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 'N / Po 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 absen c sted 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 foregoing ' trument was acknowledged before me this day of , 20 by' day of RoatL 20 L O , by i who is personally known to me or who has produced . who s ersonally known me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print. My Commission Expires: My Co "�s COMMISSION # DD798265 is EXPIRES June 16, 2012 407 39"M FbrWONOW18e Ar�YAnY�' aY�Y�Y�t9rvk�{ t9t9teYtY3i�Y�Y4e9t�Y9eoY�Y4r9t9a�tdraY9t4t& 9r& dr9e4t�Ytk�Y4r: Ydt& �4t�F4r3z9e3eatrk9toY3e�Y�F4z9t& 9e4tsY3t9e9e4r4roY�Y�4t9c4e9tdt��Y9e�Y4t�YFrs4drYdesY &9r4roY9t�tr�Y�dt�fnY�Y�Y4toY4nY � APPROVED BY L ;?!�,�/`C� Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) * 1v1 ami Shores Village 4 A P � ' KING DEPT PROVED BY DATA M AR A� 0 X010 �._m_ �� MIAMh /O MIAMI -D ADS COUNTY, FLORIDA EM DG — ? DEPT p METRO- DADEFLAGLER BUILDING BUILDING COt F� {r ALL FEDERAL 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CO I E MIAMI, FLORIDA 33130 -1563 TE AND Lr UN Y HUI ES AND REGULATIONS (305) 375 -2902 FAX 305)375 -2908 NOTICE VqOAr Amarr Garage Doors. A lziu I" Carriage Court %Uston- Salem, N.C. 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 AM (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 th tang and the AM may immediately revoke, modify, or suspend the use of such pr al . their jurisdiction. BORA reserves the right to revoke this acceptance, if it is Dade County Product Control Division that this product or material fails to meet th ` of applicable building code. This product is approved as described herein, and has been designed to co Y e ty Hurricane Zone of the Florida Building Code. \ " DESCRIPTION Model 950 Heritage 1000, 2000 Short, Long and Flush P APPROVAL DOCUMENT: Drawing N O. IRC -9509- 189 -21 -1, 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: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. . TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was- reviewed by Carlos M. Utrera, P.E. a NOA No: 07- 0619.02 Ezpiratlon Date: September 6, 2012 Approval Date: September 6, 2001 /13 /07 ( Page 1 a Amarr Garage Doors. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. IRC- 9509 - 189 -21 -1, 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. 0 3/07 Carlos K Utrera, P.E. Product Control Examiner NOA No 07. 0619.02 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 E -1 )3 ID 3 3111' X ATTACHED V/ HEX HEAD SCI LM TYPICAL TOP FIXTURES 1 — CAL STD' ATTACHED 3/4• NO AT EACH L 3 SA r ATTACHED /B• S HEX FT 7 a X 1♦P L � i7 �T a.L"�.,= 1; u• L IL N 8 H M ATTACHED !EX HEAD SCREWS END STILE 4' SLIDE BRACKET x TAY 17m NV T AND NUTS F 3 S/B•H X 22 FiA R -TRUSS i CENTER to SECTI@1 EACH STELE 3 S/D•H X 22 GA GALV. STEEL R- TRUSS ATTACHED TV PER WAD SCREWS AT V/ CD EAC H z 3/4• TYPICAL D URASAFE END HINGE READ SC EACH -- 3 HEX END STILE AND 0) AT UNIVERSAL VMISLE END STILE AND *0 AT EACH CENTER STILE 7Y WA STRUT ATTACHED V/ tl) 2' 20 64 STRUT @} e AT END AND CENTER STILE BOTTOM SECTU3N ATT �:MAMD V/ W x 3/s• BRACKET o • • 144 & C ATTAC HE% v 4• x S HEX HEAD SCREWS SCREWS V /CA 1/4' X 5Ar 2. 14 BALL STEEL ROLLER V/9' STEM HEX HEAD SCREWS WITH A �I RETpIFER AND U) RETAINER USED F 13 GA BRACKE IDER V/ DTM SEAL T SL THREADED SHAFTS PER R OLLER SEC71ON A —A (+DE MEW) T TYPICAL DvrTl BRACI( T 4 6.v DMMOFMMM - ^� r w: * ^' N.T.S. A A= M g99I W FU t 7-3.07 - :v +zf�:c - . 1:C� TYDhS4N _ MAX A� •' i9..4b I• aJ.^A4 W x 14' ' '' DE9ER4 L OAM ii. ,,, +37.0 PSF - 67.0 PSF n f D/1R X r LAD SOUNS SURIM3 r FROM ENDS BOX W DD 0 1/ DMMMFI N v A ,xm�[ .we anAeFAAVt m eme Fee IXxezem HM MM BKT 3/r X r UVOM r FROM sss RAN R4• CA (X 1 /3' ammo h MIX DAXIE AH7NN 3/r X 2-3/r nQSND r FRDN RAN in 21' Q& 0 1 / 4 ' 1 I0NOW 01NI -NN.Tf S/N" X , r N)ARD O r FROM 00 RNx BP OA (I XXA NF= — A,..e.xx.,e.� x ip�N�DyM�fAH1X�� AM= 31r X 2-3 1r STANOp r FM DDS DAN Nr OA 0 114 DN/NAIBEI7APo011 x AS /4' f{TARIDq r FNW 1MDR URN PAMN RP FA3TIp® Ir MAtT) AT 1T 6G 0 1/t tNBmIWDj •IA® AID B •PN®.WATXY Q OF 0741 BX CAIY�Xq W DMYNC A MOR NDYBD UWAM TROD JA169 FIT OWE •MOXY AFFDNX{ FDAC iffiTAIIC[ II-J /C G d O WN Y[YMI'Y -awry MODEI. 980 Hg M(M 100, 2000 Short Panel, Long Penol, and Flush Panel 'rff MM IN = ME 91/9/47 4WmNlfg11 B moBY NJ OAS 41/9/97 M- 9509 - 0-21 -1 MOM MUS L 81MM PE IC NA MOOD I SW 1 OF t TYPICAL MASAFg CENTER #TINGE - N.LS. IN , SIDE ELEVATION CM ED. rA CENTER BY= gm NDInDQ4D SPECIFICATIONS AND NOTES TABLE 1 TABLE 2 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT SPLICE THE HORIZONTAL JAMB OR WADER RECEIVES NO PORTION OF THE LOAD HEIGHT BtrTI #2 3 4 #5 ;#8 #7 8 HEIGHT A B C D E F G H 1 J K L M N S TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF +288.8 LBS/FT & - 3D1.5 LBS/PT I 13' 8" 21" 21° 21° 21 °. 21" 18" 18° 21° T rjlrj2rj3rj4Wj6S`j6Irj I I 1 1 78" 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY OASIMA. 12'8" 21" 18° 18" 118"118"118" 18" 21" 8' 3° 14" Zr 38" 4(r SB" 68' 78' 88" 4. DOOR SECTIONS SHALL BE 24 GA (.022) MIN. OCTERIOR SKIN ROVED FORMED. G-40 GALVANIZATION W/ BAILED ON POLYESTER FINISH s. DOORS UPTO 7•D" HIGH CONSIST OF (4) SECTIONS AS SHOWN, 11'6" 21" 21" 21" 48" 18" 18" 21° B 3" 14 1 Zr I 38 14W SB 88" 78" 88" 1W" USE (1) 3 3/8' R -TRUSS PER SECTION AND (1) 2" 20 GA STRUT ON BOTTOM SECTION S. DOORS OVER (4) SECTIONS REFER 10 TABLES /AND 2 ON PAGE 2 10'8" 21" 21" 21" 2t 21" 21° 1O 3" 14" 27" SIT" 46" 58" 88" T8" 88" 100" 117 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REClS7RED PROFESSIONAL ENGINEER FOR WIND LOADS B'6" 21" 18" 18" 18° 18" 21° 11' I 3" 114 Zr 38" 48° 66° 68" 78" 88" 100°.110" 124" INDICATED ON THIS ORAWNG IN ADDITION TO OTHER LOADINGS. B. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE 8' 6" 21" 21 21" 18" 21" 17 3" 14" 2T' 38" 46° 56" 68" 78" 88" 110' 122" LL 136" WITH THE PROCEDURES DESCRIBED IN ASTM E330 -OZ ASCE 7 -02, AND FLA. BUILDING CODE PROTOCALS TAS 201, 202, 203 YANG LOAD DESIGN CRITERIA. F F 18" IF 18" 18" 18 13' 3" 14° 27' 36" 40' 56". 66" 78" 88' 100" 114° 122" 134 148" B. TINS APPROVAL REOUIRES THE MANUFACTURER TO DO TESTING OF ALL _ COTS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. 6'6" 21" 16" 18 21" 14' 3" 14" 2T 38` 48" 58" 68" 76" �° 100" 114" 122" 134" 146" 160" A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COI. 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 ,� °2 y 3, "2 REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COLS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED '• STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WRH YIELD STRENGTH '" OF 34.800 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE 13 FA FY.AG HRAH2ET ATYACFED m TOP SECTION VGI JAM V/ CD a/l6 Ota x 1 -S/e' LAG SRYS AND m TRAM Vi (4) 1/4• -e0 x IMPACT GLAZING FASTENER IDETAlI 5M YRATJC SM= SILTS AND NUTS - N.T.S. •�/ ( 1/1. -. AT IHIS 1RAdt X1.75 R NUTS • p 0 & I ff B BAff st]. a JYVOf SN1H (s) a/fs' IOU. x 1 - 6/a' is C . A JAMR18=101IME2 7-" IBM LAG INTERMEDIATE SECTION MAX s4F FM.AZDLG OPTMN DETAIL DESIGN N.TS. +57.0 PSF -67.0 PSF J (11 ah8' 1 am x 1 -S/e' AT T FA BOLT I AM GALV STEEL MOM UPACT WOCW FRAME •�� � SN.V STEM EKMRMR IMPACT MW FRAE u eA CLY 4 s1 m q pST11 IN � tT1p1 DOOR AtI~r�' s , t e Gbtt;HaD MIS4E mqm JAMB T�n a TRACK�SPDIM 1t � T A to x t E�mt YibIDUV FFME SI tiA sYm SIQN '�t LANCE f M°HNrmyn G 19 INTERIOR OF GARAGE 3 Max WIDTH B•o' 2. x v2 ° • SCREV - USED m yDH A QW Y v RF M1L FRNE m MODEL no 86R11'A0X Iwo, 2000 W64' x LIr =tCW - USED TO rASTEM SECMTNE PLASTIC MOLDHS Short Penal. Long Penal, and FhTeh Panel SEE <TAmE ED nm VVZUW FRAME m THE ASSEMBLY JAM BRACKET SPACING +258.5 LBS/FT SEE NOTE 2 wim By dIA Do D4AW mm mm TRACK CiD9 FMMT1ON FOR ev UP To 1 r TAU 8 -B IMPACT IRNDOV DETAIL DOORS -301.5 LBS/FT B amor BB am 01/447 SECTION N.T.S. OOE& UN L S uguE PE TIC k 0018578 9Hf 2 ff 2