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WS-13-1662 fi Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-195869 Permit Number: WS-7-13-1662 Scheduled Inspection Date: August 20,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: RUIZ,ALFREDO Work Classification: Garage Door Job Address:390 NE 107 Street Miami Shores, FL Phone Number (786)586-6786 Parcel Number 1122310130220 Project: <NONE> Contractor: JULIAO GARAGE DOORS Phone: 305-826-0250 Building Department Comments REPLACEMENT OF GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 19,2013 For Inspections please call: (305)762-4949 Page 14 of 32 Miami Shores .Village 1 = JUL,2 5 2013 Building Department = 90050 N.E.2nd Avenue,lVrami Shores,Florida Ye 33Y38 = -- Tel:(305)795.2204 Fax:(305)756.8972 ' INSPECTION'S PHONE NUMBER:(305)762A%9 BUILDING FBC 20 Permit No. PERMIT APPLICATION Master Permit No. _ 1 Permit Type: BUILDING ROOFING JOB ADDRESS: ���✓ �� P City:_ maw Shores County: Manx Dade gip; Folio/Parcel#: 2 _ - 2 Is the Building Historically De tgnated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 11?:,�4&41 hone#, V Address: City: State: gip' Tenant1essee Name: Phone: Email: CONTRACTOR: me:Company Na °� ,,aa > ? � � L�Phone: Address: 00 Y i City: State: Zip: 6 Qualifier Nam• Phone#: State Certification or Registration M Certificate of Competency#• 47 12 1 Q ,')— 3se .< ® Email 3�� • A�/aSn�wO/IaoL y-s�^ ���'i Sad' �1P��!' Gs"!el�ia/Te� 55 wq,R042209IM3 1 R AM0S 11 [a of =: Type of Work: DAddid UAlteration ew lace ODemo4tion DesariptMn of Work: Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ --Bond$. Notary$ ThdaingWAucation 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 P 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 A PROVEMENTS 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 properly is subject to attachment. Also, a certifted copy of the recorded notic of com�nenc must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is ' ed. In the s ce of uch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Ag t Contractor The fore om instrument was acknowledged before me this The fore ing instrument as acknowledged before me this day of �iA 1 ,2O➢ by U a%6 12U,1, - day of Lk ZO by ,,IS t L-U e S , I L. who ppigspens y known to me or who has produced-2�"4 V S who is person has4�m�luc As i n d` oath. NOT Y LIQ 1r Punic-swe at tai • � Oft e1 !a NOTARY , Nry►can.Eat Sell 29.2018 • '`My Coate►.Eon# Sep 2g.2018 CanMWN&EE 205W C�rttaissioa EE 205888 Sign: 8on�d ThI1110 National Notary Aar. �, o T + Norary Assn. sign: Print: Print: My Commission Expires: OE\AUttY Z q 4 201 L , My Co ion Expires:S-C W t APPROVED BY It I? Plans Examiner. Zoning Stmctlunal Review Clerk (Revised 31=2012)(Revised 07/10/07)(Revisw o6tiot2oO9)(Revised 3/15/09) 6` ler� v �f. CA -� PER I AIT Miami Shores Village f., APPROJED BY DATE ZONING EPT r _� BLDG DEPT L3 SUBJECT TO CCNIPLIANCE W"I ALL FEDERAL STATE AND CG'"IJifi Y RULES AND REGULATIONS STRUCTURAL SOLUTIONS,P.A.* Project No.: 13-002 5921-G West Friendly Avenue Date: 7/18/2013 Greensboro, North Carolina 27410 NC Firm #C-1096 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1 for Components&Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. Building Address: 390 NE 107 St Miami Shores, FL 33161 Garage Door Width: 8 ft Garage Door Height: 7 ft Basic Wind Speed: 175 mph Exposure: D Mean Roof Height: 15 ft Least Overall Horizontal Dimension of Building: 53 ft Distance from left building corner to edge of garage door opening: 2 ft Distance from right building corner to edge of garage door opening: 12 ft Roof Slope: any slope Positive Design Pressure = 43.2 psf Negative Design Pressure = -50.1 psf Design Assumptions: The building is considered"Enclosed"as defined in ASCE 7-10 The Topographic Factor for the building is 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 ot%951609811 SHEI N 48579 a STATE OF • to STRUCTURAL SOLUTIONS, PIA.* (*dba Structural Solutions of North Carolina,Inc., Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) J:12013 Projects\13-002 Amarr 2013 Retrofit Doors\390 NE 107 St Miami Shores_FL_33161\Garage Door Pressure Calculator 7-10.xis MIAMF DiADE MIAMI-DADE COUNTY R M1 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOM w..ww.mlamidade sov/sera/ Amarr Garage Doors. 165 Carriage Court Winston Salem,NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miarni-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 9'-0"Wide APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,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 Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence, Kansas,model number,the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A.copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises,NOA#09-0604.03 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 12-0228.12 WMMMADE COUPITY ' Expiration Date:September 4,2013 Approval Date:May 3,2012 �' t Pifge 1 Amarr Garaee 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 Oak Summit Panels",sheets Ithrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by Thomas L.Shelmerdine,P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test Report#A7420.01-106-18,dated 04/12/2011,signed and sealed by Joseph A.Reed,P.E. 2. Test report on Forced Entry Test per FBC,TAS 202-94,prepared by American Test Lab,Inc., Test Report#ATLNC 0912.01-11,dated 10!1312011,signed and sealed by David W. Johnson,P.E. "Submitted under NOA#12-0228.09" "Submitted under NOA#08-0718.01 3. 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 95 OD Heritage with Durasafe,24 ga. Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson, P.E. "Submitted under NOA#03-0502.01" 4. Test report on Tensile Test per ASTM E8,prepared by Metallurgical,Inc.,Test Report No. 3DM 297,dated 04/09/2003,signed by Robert Kelly. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/2512012,signed and sealed by Thomas L. Shelmerdine,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions,PA.,dated 04/18/2012,signed and sealed by Tomas L. Slwlmerdme,P.E. WOZ#/24Iz Carlos M.Utrera,P.E. Product Control Examiner NOA No 12-0228.12 Expiration Date: September 4,2013 Approval Date:May 3,2012 E-1 AAAISTABLE ROLLER CARRIER ATTACHED V/KD 1/4'x!re' A W'DURASAFE RA FLAB BRACKET ATTACHED TO WOOD e e DC.T 6 NUT PER BRACKET CENTER HINGE ATTACHED ,1A� V/(4)v4•x B/e' V/K3)8/16 DIA.X 1-B/B'LAG Bm.TS AID TO REX HEAD SCREWS TRACK V/K4)1/4•-iDP x 8re TRACE SPLICE E'THICK TCP PIM ATTACHED V/ HOI.TS APE NBTS 3 8/0'22DA,R-TRUSS ATTACKED K41 I/4•x Hre•NIX HEAD SCREWS V/KD 1/4•x 8/fY ADJI6TABLE SLIDE BRTd:KET ATTACVED TOP 13 GA GAL CVd. VAS)U4•x 1/8'BE.T AND NUTS Fff1f HEAD SCREWS AT ATTACHED O)BRACKET 4- EACH CENTER STILE a 24 LNe"N EXTERIOR SIKDI 810'HiEK HEAD SCREWS • R'10 BALL STEEL /6AtfED ON PC.YESi6R FBDSTi' PER BRACKET B'STEM ROLLER TYPICAL TOP FIXTURES q YI 4)t a'ANIS V CK SPMf Bp.TO de NUT$ .l � JAS PoDi(3)8/,8'DIA x 1-8/0" LAO BOLTS SEE CTAUE D 11N PAGE 8 FDR 5 8 ,)G BOLTS x,-s/a• TYPICAL DURASAFE CENTER HINGE a7 EA JAHD BRAaa<£rr REC@UIERIDED SECTION COMB'DEURATIUN A N.T$ `� tSP1.IC♦J LA0 T ATTACED TO JA119 R-TRI�8 1 PER SECTEN 12 KT A.OALV.STEM - D 1RACIK SUM BOLT&NUT N STILE STIFFENERS t3) LOCATED IN HINGE INLE(D UN TIP SECTION MY pip A ACID'K RFUTsn UT to GA C IS R£YJIURL'ID H 6 ; 4 D A . SEE JAAD1E A UN PARE e O FOR JAMB BRACKET SPAING TRACK CWTOURATION FOR 8'8'UP TO 14'TALL DOORS ALi C =A.R I 1H A 3 5/80H%Be GA (3 S/8• STILE TYPICAL STI E STIFFQ�R C R-TRUSS)GALY.STEEL R-TRUSS LOCATION SEE TABLE 4 UN PARE 3 SEE KTAHIE 1)Hm PAGE a XT$ cJ SAN SCREWS AT,EACH END FOR ME PLACEMENT FOR STRUT SPACINU STILE AND KD v4•x Ere'HEX HEAD SCREWS AT EACH CENTER 8'-D'MAX STILE INSIDE ELEVATION ADJ1@TAZX SLIDE BRACKET N.T$ 0 IRA.DURASAFE MUT AT ATTACHED V/KD 1/4-M x END RINSE ATTACHED HOTTGM PANEL 5,8,TRACK BC.TS AND We W D4-x 318f 14 UA VIAM&FE A,AISTABLE 7yp(D RCVS HRE�L� SR?1 RETAINER w w DAIE Jay 3� ATTACHED M V/M M.L D FE VENTS EKAWI.S SW.INCHES K, V/&O`fOM1 SEAL A A7 49WW'd�FB's li�.&8&RSHXID�-D-W 51CR ROf.00 SITUE CARRIERS ATTACHED .11 va x sre RIDt HEAD ��SCREWS Svc S'CTI A-A(SIDE VIM - N.T$ 6lAX SIZE ttait0t9PA e to BALL STEEL W x 14' 0 e0gt0 S� BAOs 0 s e/e•S m. s LOtOH STEM HRm LER DESNON LO pis rz ATTACHED We CO SLIDE LOCK ENaAMX WKU VERTICAL OPTIONAL Y DETAIN. L +51.1 PSF we®fie'�'Ta�L\G M��`O•SO��� IN RUTH SIDES S/8'MIN N. O TRACX -80.3 PSF .. �i va•x sre•HHEHC o • HEAD SCREWS HDKGAGEM>ENT(SNAP LATCH,iP LOCK BAR mn'IHICAD CRIUS v/KD va•x a i�o ONIA66'79 3/a•HD]K H1EAD scREVS a� TYPICAL DURASAFE END MINIM 3 ST Z44 �. Mr _ LARGE M I S S L E LARGE �.�°•.% P••�.DARACT P yOULp@Ig 8/10•x 1 B/8'LAS RESISTANCE i� •�.. L�,,.•'G.��Q 3 3/4•I6N e`/.__K $E TTACHU VlTH�K�7)TOG-L— JAMB DRACUT a•1TACIESTRUr I��s�j•...«" SIDERODM ( m eY 018'1'ALNEIOvDrs • OiUA�-�•`�� 10 VA�STILES TCrL- TOP IMPACT RESISTANT JOta6aaRilltot*�,, ATTACHED WITN KD BDtt®R RAIL AT END AND CENtflilk TDG-L-LOO AT THE TIP AND K7)7/,0'D1A NOTION A S� OOI.t RETAINER 8 f30LLER io! 188 PAWOA�COURT VDiSTE1-SW.EH6 N4 em VVVAHAl%&EK �'. S•30 BALL STEEL 13 Surrm BRACKET GA ATTACHED BUBO* M6DI4I+980 HB61TA8&(914 KNA 3000 8600 MOMM 888 OAK SUMOUT 84 OA}1000.8000 S STEM p Tom V/KD v4•%9/8' A.oOCppM10e. Vol"x Be OA a•DALV�g�,TRACK HEX HEAD SCREWS t BBOBT.IpNKA.PZT/6H,AND OAK 9I1BMiT PANF68 W I/4-0 x see-TRACK (3 8re'R-TRUSSf TRACK TFDCWE85.083' SHE mm BY OJ OAK O7/AT ORAa mm SPLICE BOLT AMID NIJT PER tXfNT.YER77G4.JANE TYPICAL BOTTOM MACIKE7 "` Ja��`� TRACK MOUNTING DETAIL �'OR:PF 'Mrs 4 B 6tta6oB 'A M 6 RC-M-10-2 (N0.2 OR DEM) MM HI IIAS L MOM PE Ill k NMI SIM t O'3 N.T$ TABLE 1 TABLE 2 SPECIFICATIONS AND NOTES DOOR STRUT SPACING(BASED ON RECOMMENDED 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, DOOR SECTION HEIGHTS FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS, HEIGHT SECTION CONFIGURATION) TOP THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTtCIN QF THE LOAD A B C D E F G ry T HEIGHT BtM #2 #3 #4 #5 #6 #7 #8 TRANSFERRED FROM THE DOOR. 2 EACH VERTICAL JAMBS RECEIVES MAXIMUM DEMON LOADS OF. + n a n a a n n +r n +230.0 LBS/FT & —271.4 LBS/FT T 51/2" 16" 37" 58' 76112" 13 6 21 21 21 21 21 18 18 21 AND INSTALLED WITH STANDARDS EAS SETO FORTH BY DASMA. 4.DOOR SECTIONS SHALL BE 24 GA.(.0218)MIN.EXTERIOR SKIN 8' 51/2° 18" 34" 52" 70" 88 1/2° 21" 1$" 18" 18 18 1$" 18 21" ROLLED FORMED,W/BAKED ON POLYESTER FINISH S. DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. USE(1)3 5/8"R—TRUSS PER SECTION 8' 51/2" 13° 31" 41V $7° 85" 100 1/2" 11 8" 21" 21" 21" 18" 18" 18° 21" 8.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED 10' 51/2° 16" 37" 5$" 76" 94" 1121/2° 1 U'6" 21 21° 21" 21" 21" 21n BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATEED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS & THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. 11' 6 112" 18" 34" 52' 70' 88° 106" 124 112" 9r8" 21P 18" 18" 18" 18" 21" A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COI.AND TENSILE TESTED ACCORDING TO ASTM E—B BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A 12' 6 112" 16" 37° 58" 79' 100° 118" 136112" 8'6" 21" 21" 21" 18" 21" REPORTS WITH HCCOF�RIRAAMON THAT THE SPECMSENNSS W�SELECTED FROM FFRROOM� COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COLS WITH YIELD STRENGTH 13' 51/2" 16" 37" 58" 76" 84' 112" 130" 1481/2" T 8" 18" 18" 18" 18" 18" CCOU32,000 DER THIS NOTICE o A=E�CE.�E DOOR PANELS FOR DARE 14' 51/2'.1 18° 37" 58"I 7$'1100-1121- 142" 160.112" 6'6" 21" 18" 18" 21" INTERIOR OF GARAGE TABLE 3 --► MAX,WIDTH VO' DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C D E I F I G H I J K I L M N S DESIiN LOADS ME ME +230.0 LSS/FT SEE NOTE 2 —271.4 LBS/FT 7' 3" 14" 27 38" 46" 56" 68" 76" OF MM Im, IR A fiM=ID om=M3n0&PLg/0®OB-n-0 = 8' 3" 14- 127- 38 46° 56 68 78" 88" a IMMID a0aTw 10/13M Ilm M®A,X SIZZE o0`eIS1191168, 27" 38" 46° 56" 68" 78" 88" 100" DESIGN O�OA'? EN Fgn'/,e —80.3 P a° .Qi p No tw40570 27" 38" 46" 56" 68" 78" 88" 100" 112" = l LARGE MISbT.E •• WOF ACT 11` 3" 14" 7- . 38- 46" 56" 68" 78" 88" 100" 110" 124" RESISTANCE j,o�F°•.c o,�>;a 12' 3" 14" 27" 38" 4&" 56" 68" 78" 88° 100" 110" 122" 136" 13' 3" 14" 27" 3$" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" OuRtI emu MODEL 880 MWIAGR 24 GA)1000,9000 A=pft.WQMWj.A MOD$L 889 oas BDMIDTT f94 GA)1000,OPEN= 14' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" 1 u mil H ANU OATS ALL TRACK ATTACHMENT SPACING+/— z" ALLOWED WITH SYP OR SPF Na 2 OR BETTER ONLY If Dlo By uE On O3f1�' RC-M-18D-21, DMR IIM L S PE IIC Ik OBM SIEI 2 IF 3 s 0.X6. WOOD JAMB ATTACHMENT TO STRUCTURE 3n6•X�1 AS scIMVS STARTING 6RlIM ENMMTV=Q 1/2'EIIBEDMWD 2 x 6 VERTICAL JAMB anacHMENr ro L•.DCG PSI coN�Em WLTI KM BOLT 318'X 4'STARTD46 6'FR@f EAmS THEN 24.O,C,(2 1/2'EMBEDMENT) HA.TI SLEEVE ANCHM 3/6'X 2-3/4'STARTING 6'FRON ENDS THEN I8'QC•t1 1/4'EMBEDMENT) ITW/RAMSET REDHEAD(TRU-BOLT)3/3'X 4'STARTING 6•FROM ENDS THEN 24'D.C.(2 L2'EMBEDMENT) P Y 6 VERTB;AI_M1M3 ATTAGi 'N'f TO FI!)LLLW C-sp BLDGK SDPSON L4'X 3'TITEN SCREWS STARTING 6'FROM ES USE PAIRS OF FASTENERS C3'APART)AT 8•II.C•U 1/2'EM EDW31M HILTI 1/4'X2-3/4'KWBC-CON D;+SCREWS'STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS q'APART)AT 8'MCA Q 1/4'EMBEDMENT) ° S2 AMCHUR'3/8'X2-3/4•STARTING 6•FROM ENDS THEN 22'O,C tl 1/4• EMBEDMENT)(04 USE FASTENERS FOR HOLLOW C-BD BLOCIO BLASS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. NPREPARATION 13'WOOD JAMBS BY OTHERS WOOD UCTURE STRICTURE STRUCTURE B STRUCTURE 1/ 2-3/4'NIX 1-L2'MIN 4' . 2%6•JAMB 3•NI u"vbFog whA_. mR"Witt admiallotbe AaropWieel4o 0 AEP oD1OF AEtIS108 DAH Jay A fiftlu 81WEmm m.SA&R31mlo"1-oBso S 1H)®'ORCB>f0 I to(Oflt �C MM SIZE aSet9CRlTIBeOj DEOGN LOADS i m a a ®�P��• c°E +8.1 P qe.\. -60.3 P6 N s° F'F•R 4 4 �1 �. IVO Op4657A TA�rj� l LaRCtE MLSSLE ®m0. ,o ldl "P•?� IMPACT ✓e LOf�la+.•�(i��°o RESISTANCE iosa4t(?.. to CARRIAGE C@1RT NDST@♦'Sxlm W- 8)10.7 VWAMARRJM+ . MODEL 980 HIRITABB 24((OA)1080.2880 SHORT.LONG FLTDDT.AND OAPIUMNOT PANELS AYAlLABLE TRACK CCNFlWRATK)NS noffir lu I DAIE 031" mmmm N.T S B I Ma9er ml DA>F oI/M/w IRC-9509-160-21 FBlai81G =X L 3mIt K PE IM Ih OM&5J8 REEF 3 '3 a 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. EFFECTIVE DATE: 615/2013 EXPIRATION DATE: 6/5/2015 PERSON: JULIAO JOSE L FEIN: 650896237 BUSINESS NAME AND ADDRESS: JULIAO GARAGE DOORS INC 8004 NW 154 ST#244 HIALEAH FL 33016 SCOPES OF BUSINESS OR TRADE: MACHINERY OR EQUIPMENT ERECTIO 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 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 certify ate.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. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE IMPORTANT Pursuant to Chapter 440.05(14).F.S..an officer of a corporation STATE OF FLORIDA who elects exemption from this chapter by filing a certificate of DEPARTMENT OF FINANCIAL SERVICES election under this section may not recover benefits or DSION OF WORKERS'COMPENSATION ,� F compensation under this chapter. M CONSTRUCTION INDUSTRY EXEMPTION O L Pursuant to Chapter 440.05(12).F.S..Certificates of election to CERTIFICATE OF ELECTION TO BE EXEMPT FROM F-- D be exempt„apply only wiu o i'u`+e scope of the business Or trade WORKERS'COMPENSATION LAW listed on the notice of election to be exempt. EFFECTM MATE 6/52013 EXPIRATION DATE: 8152015 PERSON: AULIAO jOSE L H Pursuant to Chapter 440.05(13).F.S.,Notices of election to be FEIN: 650896237 E exempt and certificates of election to be exempt shall be R subject to revocation if,at any time after the filing of the notice BUSINESS NAME AND ADDRESS: or the issuance of the certificate,the person named on the JULIAO GARAGE DOORS INC E notice or certificate no longer meets the requirements of this 8004 NW 154 ST#244 section for issuance of a certificate.The department shall revoke HIALEAH FL 33016 a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. SCOPES OF BUSINESS OR TRADE: MACHINERY OR EQUIPMENT ERECTIO "' a Construction Tra9Oualifying Board BUSINESS CERTIFICATE OF COMPETENCY 99BS0Q382 JULIAO GARAGE DOORS INC D.S.A..: J ZIAO JOSE LUIS Is certified under the provisions of Chapter i 0 of Miami-Dade County QUALIFYING TRADE(S) 0022 GARAGE& INDUS DOOR Sacre:ary of:ne Bpartl www.miamidedegov/Eeveiopmer6 -T ACOR©. CERTIFICATE OF LIABILITY INSURANCE 8/23/2012 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION BEACON INSURANCE GROUP INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8567 Coral Way #301 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami , FL 33155 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. (305)266-9706 INSURERS AFFORDING COVERAGE NAIC# JULIAO dARAGE DOORS INC � INSURER A MONTPELIER INSURANCE Co. INSURER B: 8004 NW 154TH ST, #244 INSURER C MIAMI LAKES, FL 33016 INSURER D: INSURER E: COVERAGES - THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REOUIREMENT,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 CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITSSHOWN MAYHAVE BEEN REDUCED BY PAIDCLAIMS. INSR Dt LTR TYPE I ANCE POLICY NUMBER pA �CjyIMIp�/YY�O r0 fEt GMKJpD/YY v LIMITS GENERAL LIABILITY EACH OCCURRENCE Is 1,000,000 R COFAti£R-1AL GENERAL LIABILITY PREMISES(Ea occurence) Is 50,000 CLAIMS MADE �X OCCUR MEOEXP(Myoneoerxn) $ 1,000 p' 0009003001303 08/28/12 08/28/13 PERsDNALaADvwiuRY is 1'Q00'000 GENERAL. AGGREGATE Is 2,000,0001 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG Is 1,000,000 7X POLICY T& LOC AUTOMCSILELIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (Ea accideM) ALL OWNED AUTOS BODILY IN,AIRY SCHEDULEDA(lfOS (P-POMbn) $ HIRED ALTOS BODILY IN.AIRY NOtJ-0vM_DAUTOS (Pereccicenq $ PROPERTY DAMAGE $ (Perwddent) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHERTWN EAACC $ AUTOONLY, AGC $ E%CESS,1-VBRELLA LIABILITY EACH OCCURRENCE $ X OCCUR FI CLAWSMADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKEPSCOMPENSATIONAND a EMPLOYERS'LIABILITY TORYLIMITS I I ER A:.Y PROPRETORMARTNMMeCUTIVE E.L.EACH ACCIDENT $ OFFICSWEMBER EXCWOW? I'1•� (lescnbeunaer E.L.DISEASE-EA EMPLOYEE $ St'tCIALPROVISIONSbef(w E.L.DISEASE-POLICY LIMIT $ O'.HER DESCRIPTION OF OPERAnONS/LOCATIONS/VEHICLES 1 FJ(CLU.SIONS ADDED BY ENDORSEt ENT I SPECIAL PROVISIONS -ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION MIAMI SHORES VILLAGE HALL DATE THEREOF,THE ISSUING IHSILIRER WILL ENDEAVOR TO NAIL 30 DAYS WRITTEN 10050 NE 2ND AVE NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL MIAMI SHORES, FL 33138 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS.4GENTS OR REPRESENTATIVES. AUTHOR R- AnvE 1CORD25(2001108) OACORD CORPORATION 1988 r , WS' , DID FIRST-CLASS aN i U.S.POSTAGE PAID YMw u r� xi 1 i $ .�b4 I MIAMI,FL �.: f? 11 ;isFt z 2T ?,R..:..•... ... 1.' PERMIT NO.23 THIS IS NOT A BILL—DO NOT PAY RECEIPT NO. 30-4218608 CC NO: 99BS00382 BUSINESS NAME/LOCATION RECEIPT HOLDER MAY DO JULIAO GARAGE DOORS INC BUSINESS AS A CONTRACTOR 8004 NW 154 ST AS SPECIFIED HEREON. OWNER :JULIAO GARAGE DOORS INC SEE BACK OF RECEIPT FOR SPECIALTY BUILDING CONTRACTOR A LIST OF NON—PARTICIPATING MUNICIPALITIES Receipt holder must 00 NOT FORWARD register work JULIAO GARAGE DOORS INC where work is to be done. JOSE JULIAO PRES 8004 NW 154 ST 244 PAYMENT RECEIVED MIAMI LAKES FL 33016 MIAMI•DADE COUNTY TAX COLLPO'FY28/2012 02220011001 000175.00 i,rlllrriillll111rIILlilrrl,I'I llriIIIIIIIiIJiirllli►rll�,�lll I C;OUNTY 2012 LOCAL BUSINESS TAX RECEIPT 2013 �-::LLECTOR SS F;-IkGL=P S-r. MIAMI-DADS COUNTY-STATE OF FLORIDA LOUR EXPIRES SEPT.30,2013 POSTAGE --El.FL 33. MUST BE DISPLAYED AT PLACE OF BUSINESS PAI 10 PURSUANT TO COUNTY CODE CHAPTER 8A-ART.9&lo p=Z fAMAMI:FL Rf,41- 407407-6 --W-7 f7-AY - 23, DUPLICATE INC 421860-8 8004 NW 154 ST CC #' 810382 33016 MIAMI LAKES 244 - z J0'LIA0 GARAGE DOORS INC e?AtTY BUILDING CONTRACTOR WORKER/S NOT FOP%%RC- JULIAO GARAGE DOORS INC JOSE JULIAO PRES 8004 NW 154 ST 244 MIAMI LAKES FL 33016 w. —07/16/2012 02210009001 000000.00 76