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WS-10-218 f3 �� Miami Shores Village � 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 � 3 Phone: (305)795 -2204 �eo�>t+ „ Ex 0 '.' 201 T, Project Address Parcel Number Applicant 1036 96 Street 1 132050120060 Miami Shores, FL 33138- F too '-u' JO EL V-01-INSKI Owner Information A ddress Phone Cell JOEL VOLINSKI 1036 NE 95 ST MIAMI Fl- 33138 -2548 Contractor(s) Phone Cell Phone RITE WAS GARAGE DOOR CORP Valuaif' an: 1,000.00 (305)547 211' Total F :1 Feet: 62 Type of Work: GARAGE DOOR For Inspections please call: No of Openings: 1 (30:0762 -4949 Additional Info: IMPACT ,!i Available Inspections: Classification: Residential Inspection Type: u Fees Due Am ount Invoice Invoice "total Amt Paid Amt Due � CCF $0.60 WS -2 -10 -37040 j Education Surcharge $4.20 *11'. ,30 $1 14.60 $0.00 Permit Fee $110.00 Scanning Fee $3.04 Technology Fee $0.80 Total: $114.60 Building Department Cop February 23, 2010 2 Miami Shores Vi llage o 3 0 TR E 3 Building Department FEB I r2 1 10050 NE.2nd Avenue, Miami Shoves, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fed, Simple Titleholder) �. ! 1 t / Phone # (� ®� 1 Owner's Address City 1� C— ���_l�Y lL.X (5 state zip l Tenant/Lessee Name ! Phone # Job Address (where the work is being done) t c C f V J+ City Miauti Shores Village County Miami -Dade Zip l� FOLIO J PARCEL # Is Building Historically Designated YES NO Contractor's Company Nacre 9 P one # Contractor's Address! l .� City State g— — Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's iName (if applicable) Phone # Value of Work For this Permit _ Square J Linear .Footage Of Work. `C of Work: �]Aiter Type (]Addc�on r tion []New T RepacrJReplace ❑ Dom 'on Describe Workte — ~1 a �. Qo l Ujignittal Feel 2j_�0 Permit. Fee $ _ to a� CCF $ L O D CO/CC Notary $ Training/Education Fee $_ 0 Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double .Fee $ Structural Review. $ Total Fee Now Due $ —W4 t See Reverse side -� 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 aTceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lion 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 a a,reinspec on fee will be charged Signature I — Signature 1 , Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by , day of )d A 20 J by r who is personally known to me or who has produced who is personally known to me or who has pr uced r As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: : " > IONDD82�20 _ 29� 2012 �.' �, 2012 Print UnderwdEats Print: Y X �Y Urwierearders . , My Commission xpvres: My Commission Expires: APPLICATION APPROVED BY: f�! Plans Examiner Engineer Zoning (Revised 02108106) 3f,"m S nor es vlllaioq E -� BY DATE FEB 1 2010 I " ! DEP y/� /V MIAMI -DARE CBi�[�1'&�'9Ed� -- - -- MIAMF - METRO -DADS FLAGJ Eft Bv1�n�1� JEC I TO CiiVPLIA;` CC'A I IH ALL FEDERAL 140TF[.AGLF.RSTI�E E,CO CE OFFICE (RCCO) MIAMI, FLORMA 33130 -1563 11 !0 PRO UCT CONTROL b r _ _ S ' o F u ! �T' 0 __ ._x _ _.. _.___. a : �....� (305) 375 -2901 FAX (305) 372 -6339 '1'xCE OF ACCEPTANCE DA www �ainidadgovro �coe e _ N� Amarr Garage Doors. 165 Carriage•Caurt Winston Salem, NC 27145 trons veining the use of construction SCorz: This NOA is being issued under' the applicable rules and reg u l a tions g° Division and materials• The documentation submitted has been reviewed by Miami -Dade County product Control Divsallowed accepted by the Board of Rules and Appeals (HORA) to be used in Miami Dade County and other areas where by the Authority Having Jurisdiction (�• stated below. The Miami Da& County Prot Control Division This NOA shall not be valid after the expiration dam than Dade Cow,) reserve the right to have this product Miami Dade County} fails to perform in the a ccepted manner, the (m and/or the AHJ (in are ff � product ox material. � or material tested foi gtiiihtY ice PinPos�• and the AHJ may immediately revoke, modify, or suspend the use of manufacturer' will incur the expense of such tasting the right to revoke this acceptance, if it is determined such product or material within their jurisdiction. or i product or material fails to meet the requirements of the by Miami Dade County Product COo1 Division that this applicable building code. and has been designed to comply with the Florida Building Code, This product is approved as described herein, 9' wide) :.Mod� 950J655 100 including the High Velocity Hurricane Zone. a Door "950 Heritage, Model 655 Oak Summit, DESCRIPTION : Drams No. IRC- 9509-180 -21, titled Mode 0 & 21100 Steel Sectional g �� Garage Doors, APPROVAL DOCUMENT r tired by Flush and Head Panels ", sheets lthrough 3 of 3, pre the Miami - signed (24 GA) 1000, 2000, Short, Long, Tomas L. Shelmerdine, P.E., bearing the Miami - dated 03/14/03, with revision A dated 06/11/08, the No ce sealed b f Acceptance number and ex date by Dade County Product Control Revision stamp Dade County Product Control Division. act Resisttant MISSILE IMPACT RATING: Large and Small Misst7e Lnp e e s name or logo, city, state and following LABELING: Each unit shall bear a permanent label with the the statement: "Miami -Dade County Product Control Approved ", unless unless otherwise noted has been filed and there has been no change in after a renewal application RENEWAL of this NOA shall be considered 0 of this product. a the applicable building code negatively affecting I� otmanc TERMINATION of this NOA will occur after the expiration date or if there has been a revision or of c in the ny product, for- materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement section of sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any this NOA shall be cause for termination and removal of NOA. the manufacturer to do testing of all coils used to fabricate door panels under LIMITATION: This approval r f 2 i shall be cut from each coil and tensile t four times a Year this Notice of Acceptance. A minimum and paid by the mamrfascturer. Every 3 months, E-8 by a Dade County approved laboratory with confirmation that the specimen were selec ted shall the mail to this office: a copy of the tested repo coils manaftum from coils at the manufactiu�'er' production faailrties. And a notarized state for Dade County under this Notice of with yield strength of 32,000 psi or more shall be used to make door panel Accep receded by the words Miami-Dads County, Florida, then it shall be done ADVERTISEMENT: The NOA number p p ortion of the NOA is disp yed, expiration date may be displayed in advertising literature. If any p in its entirety` provided to the user by the manufacturer or its distributors and shall o entire NOA shall be INSPE, O Arop�.: of the Building Official. be a i f tron9 job site at the request e 1 and evidence page E -1, as well as consists of t This A ren , ' NOA # 03- 0502.01 and his Fag ap nt do above. The tati "` was reviewed by Carlos M. Utrera, P.E. NOA No 084718.01 Expiration Date: September 4, 7013 Approval Date: August 28, 2008 Page 1 AMwT t'*UW Doo NOTICE OF ACCEPTANCE: EVID ENCE SUBMITTED A. DRAWINGS a Model 655 Oak Summit 1. Drawing No. IRC -9509- 180 -21,1 and Bead Panels'g sheets lthrough 3 of 3, (24 GA) 1000, 2000, Short, Long, Flu prepared by Amarr Gwage Doors, dated 03/14/03, with revision A dated 06111/08, signed and sealed by Thomas L. Shelm.erdine, P.E. B. TESTS , L per FBC TAS 202 -94 1. Test reports on 1) Uniform Static Air Pressure Test FB TAS 201-94 2) age Missile Impact Test per FBC, TAS 203 -94 3j Cyclic Wind Pressure Loading per along with marked -up drawings and installation diagram of 9 7 Model �� Heritage with Irhlrasafe, 24 ga. Sectional Steel Garage Door, Prep � and sealed Test Lab, Inc., Test Report Na. ATL 0311.01 -03R, dated 06122/06, sign A5TM E8, preps by Metallurgical, Inc., Test Report by David W. Johnson, P -E. 2. Test report on Tensile Test per No. 3DM -297, dated 04/09/03, signed by Robert Kelly. alvanized coated panels, 3. Test report on Salt Spray per ASTM B 117 of painted prepared by ETC Laboratories, Test Report No. 07- 816 6- -22 0337.0, dated 03/24/08, g signed by Joseph L. Doldan, P.E. C. CALCULATIONS with FBC -2004, prepared structure 1. Woad jamb attachment P.A., dated ()6/25/ igned and complying by Thomas L. by Structural Solutions, Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Cade Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS al interest, issued by Structural 1. Statement letter of code conformance and no financial Thomas L. Shelmerdine, P.E. Solutions, P.A., dated 06/30/08, signed and sealed by G. OTHER a Doors, approved on 1. Notice of Acceptance No. 03- 0502.01, issued to Amarr Garage 09/04/03 and expiring on 09/04/08. 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 ( V.'W (4) tYE/x�WAD 8• TTG4X --�+ r T@ACK Y f�6" -$D x S/@ tRAfR Sim Ay p ACHM to 6A 6pN. on1RTER1Xa. 6,8. 8ffiA.v 1 ;T %Ate �4 p8, V/�! VP Y ML LWOW NM ATTA4TBALI.T • @i0 @AW AHD t6i//BB'' �mp GN POL AD�i - PFR UP ' Won LAD MIA z�Ci�i ► S MML MMA 1 ` r ON& Y T `•/ - AT fATO dM18 ,I 1 iQ£Sti 1H OA. III P) � ATIVO I e wT `fie' (In CD TM Lo r 2 3 vmt THRMW Fel war= H 4 0 !1 0 i S 5 A A M T.& AM iTA1XS � OM PALE @ Om"mmA* Fm 6 PRODUCTANOW Pak 4 P N MEENTa m � e 8ffi R -Ti�B6 mm x ' UP TO 14! TALL COtR6 11{CO N► ocrA1311t VAM -D• MAx SC71EV6 AT BACai a � r � A- UM INSIDE ELEVATION am ADAB7 T M.T9. 14 OA eIMtASAFE CD 114'XX Wr @1161T AT ATT YIf� 114-1 Y ATT 3,8• Tem XLIM AHD Vol I�F.IiD45 AT es mm com A6TT01 PAIEL STAMI vin ROAM 14Qq UIIRASV'E RIS'M88 Vol V /an,I WX RE.Lflt f ATTACHED m V4 X ISM EK WAD M RE.L6t C ATTACHTB 6F D ff eAtE 8 vs P�ERVCn SECTION A - A (SIDE VIEM A ID2vw4wLmJkm� w " 1raaR[LLER �6�ST0 RRLCR x 1�1 i a %T AM t4 W �A OM� LOAM A. ^. SCiED Y/ S4f m i BTi6 VERTICAL..iWON A :,%I f� V41iPl>�m TISL e TYP[CAL IMMM�Dt69Wt x i 6a a.mFa 80.5 P3' 3f49Ex N Y m VWp JAMB ATTACHMENT TO STRUCTURE on TTP 3 4 Y 8 1iRTIQU _uua ImIll"n!T to Iia OL1M gTRLmner SAM 19 6116• Y l 8/6• GAO 6/16'X3' tA0 SCRfW6 IM-1 6` Fm am um OA (1 1/Y W� 8D @A QALV. STEEL�p 8T@.E of PER 2 Y e rriRTfLI AAYA �ttAIM Ta RANI I T Rk'�6TAHf 3 a,4• m AttAC1ED 1f1TH CA TBf .IM1H eRRpmET stDFRmI s+' efarAttFx) To nmHS aaH AtOT ao } HR.L XRDI 9�,T 3/a x a stARmlo � Full FND6 DIM 2r (D go 6A Ct7mTER TOW.aAC At "M To M t6L AWIM 3/e x 2-3/4P aTARM W FROM DW TIM t8' aC. (I Ile TiRit -M AT T� T W MA. eA6. t � ( ��T) sJ8` x 4 SWIM W FM ENDS THEN 24• aQ (X xam aTO TO Oi mal MACE t RDll@R TIZ` X A VMMM JAME Attyewucur m - -- An[ tA0 SUVA AM= 3/e X e-3 /P STARMW Ir FROM EM IM t@' dR 0 I l e f66I DIRT VA{BIp7 -Sate. MC 8M VWA t TOM 1!4' X X-3/t 6TMWS W FWN EI®5 H5£ PAM OF M 866 86 LOW. OW F a'AA'Ij AT 16' O.O.(i t/4' dOF IENi) ®Y@DRL OAB So 1116 '1 1 1 �C6 0 LOOD. em a R-TR1IW7 •1A68 AND SXT6 CM IE OOIR MMM TO P! A Fmd16H MWINO WWAM. �aT• L�¢a. • Ai90 BSAD PAFffi8 ' ' x Pa 6A y� a UMBY ail= 11T)" o6uo am v4 sD Y 6,94RACIl MREPARAl10H aF Mti88 BY oTr>t>Is r am mart PER !an 1kTTTmA1. AHTR1aR own= " 4 IRC- 9509 -1 -21 JM WA*WT TR CCK MOUNTING DETAIL B O oa XX OR W/S NOWATS IN AM*M I= wE m MW VA artamoM HAS ettt+ B W at UM mAN� tLTA Boa UNI .6i8EMPE M k WM ME 1 W 30 i TABLE 1 TABLE 2 INTMOR OF GARAGE ' DOOR STRUT SPACING (BASED ON RECOMMENDED DOOR SECTION HEIGHTS rrAx BOTH go• HEK3HT SECTION CONFK3t1RATIDM TOP HEIGHT 567 #2 #3 04 05 #7 #8 A B C D I E I F I G H T . 4 ° w " DES1 LOA�D T ' 3 781 i ' 6" 21 ° 21° 21° 21" 1 9$" .18° ; 21 ®i a I�FT SEE NOTE 2 _ =ius AND NozES Un DOOR S "i 18" i 1 12' 8" 21" 18" 10 - 18" 21° NcPo oNr N R No p "n LOaa 1"2 8" A S 1 3 48" 1 1 116 ' 21 21° 21° 1.$" 18" 10" - 21" T �eTATmeua DTI Laws aF At a : # 8. 2 14' 21" 21" 2A" 2A 111 a AU AHO As yet ,# c _ o ! '" , • i 4 ROM •�tu AH �1 �! ��i tv�+ 11' 61 1 34" W 70" fww 1 1 8'8" 21 ' 8 "; ' 1 " 8 18° 21" s nrm�o u (q s s/s" R-•Tr PER somm 1 : 7W ' : - Off' IV Ir ::9.. S. DOERS OVER (4) MIMS REFER TO TABLES I AND 2 12' 61 ! r 100° 91 9 I 8' 21" 21" 21" 18 21" ON s � 8' o LLxos 13' 61 6" 37° 78° 11 130" 1 1 i 18" 18" $" 18" cA� US a m A TO O LOADV= T i {� a THE imm OF TES m 11 s IN 9tI9STmm ! 1� ° 2 : % Z 1" 49tH THE oE BED mt AsTm ES3C -�. ASi 7-04 AND 14' 61 18° 37" ! 7� 112" ° ° FM 8MDW0 CODE MODALS T AS 204. 202, W& 8' 21 18 1 21 a � MPMR& MOM THE YANUFi1CROFR TO oo MW OF ALL CONS U tD TO f PANS UNDER M NO= OF AOCVTANCL A AIOIMUY OF 2 OWL VE CUT FROM EACH COL AND TENSAE TABLE 3 1E91 ACCORDOW TO ASM E-8 8Y A DADS CITY APP L49 j SOICTEO AND PAID Sf THE VANUFACiUWt. EVERY S MONTHS. 4 TOAM A DWR TRACK ATTACHMENT SPLICE W^ THE NANUFACURER $HW.L MW TO THIS MM- A COPY OF THE TEST R 18 ►mH CONFtR wm THAT THE b'PECImm WERE Blom FROM HEIGHT A B C D E F G H 1 J K L M N S COLS A* Ua MMO -WAORM PRO FAC9lTIE8. "� A NOTARTZED STATEMENT Am THE imvFAcnm RW ONLY COLS WIIN YIELD STRWOM OR MOM WNI BE tWD ; 61r urn OF ACC£PgX%CE� MAKE PANELS FOR OW 7' 3" 14" 27" 38 "' 46" 56" 76" eO as areaF P 7W 8' 3" 14" 27" 38 46" 5W 78" 88" TOW i +stl pr "> 9' 3" 14" 27" 38" 46" S6" 68" 78" 88" 1�i" �'''w 1a: 3" 14" 27" 38" 46" 56" 68" 79' 88" 100" 112" " .. LA MIME ACT FUMANCE 11' 3" 14" Zr 38" 46" 56" 68" 78" 88" 100" 110" 124" 12' 3" 14" 27" 1 38" 46" 56" 68" 78" W 100" 110" 122" 136" : aouo;r Lem -4 u to QAVNmtmma N& cm WwAmomm Jr 13' 3" 14" 27" 38" 4.6" 56" 68" 78" 88" 100" 114" 122" 134 14W ® MUM M OM OM " .. " : " 1 1. 1#4 .:. oa8rer Os DurBa 14' 3" 14" 27" 38" 46" 58" 68" 78" 88" 100" 114" 122" 134" UP 160" Ocaaoer ' ' ItG- 19-t� -21 f 1LSIHlTOIEPEtIC.Ib.GA1R48 t Q' S® I eTABLE 4 sew ", „ � 2M Wd M :a a 20.0M a seed 4 rr X26 I. 7 Hart. . s Lam ZU.QM GLOW 75.000 s agea 2B.M atw 77.Sr 0 Lam 205.6m 000 X wo aoo 7LOT .om sa. - 9 0 Beni 27.625 54.OM G0.3T5 A� a PaoAWE= on OEM LOM +51.1 PSF A MAWQ7A �A9C1tY@69SRfal14@ 51d t P LAW MSME A FOWAN3: Omm 184 NG 87IDS VYVIYINtl1206 ll� ffi9 8L 6Ra 100�0.�Ap,900 Lp170, we Pl11EL8 SR 0 01 lul on f9mu A 6 ang A � 0t('r9509- 180-21 0 WA4LS BuMPLMILa A SW 3 w 30 tom v e qS 5f' �clii�Pi �k o�s 1G- G.?31�1� STRUCTURAL SOLU TIONS, P.A. Project No.: 10 -002 5921 -G West Friendly Avenue Date: 1/2612010 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: 1036 NE 95th Street Miami Shores, FL 33138 Garage Door Width: 8 ft Garage Door Height: 7.5 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 14 ft Least Overall Horizontal Dimension of Building: 41.75 ft Distance from building comer to edge of garage door opening: 2.25 ft Roof Slope: >10 degrees Positive Design Pressure = 41.1 psf Negative Design Pressure = -46.5 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 'L SH r ®® © ��� ® � oo ®o ®oeao® 0�,¢s ® ® ®® ® o 004$579 m�� ® m ®' ® ® a o �0000 ®o ®° Thomas L. Sh���r� ne, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 J:12010 Projects \10-002 Amarr 2010 Retrofit Doors \1036 NE 95th Street Miami Shores FL 33138\Garage Door Pressure Calculator ids Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 136158 Permit Number: WS -2 -10 -218 Scheduled Inspection Date: February 24, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: VOLINSKI, JOEL Work Classification: Garage Door Job Address: 1036 NE 95 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132050120060 Project: <NONE> Contractor: RITE WAY GARAGE DOOR CORP Phone: (305)547 -2113 Building Department Comments Inspector Comments Passed �.J Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 23, 2010 For Inspections please call: (305)762 -4949 Page 26 of 34