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WS-14-1099Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-216490 Scheduled Inspection Date: September 03, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 957 NE 99 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: ACA CONSTRUCTION INC isuiming Department comments REPLACE FRONT DOOR Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Permit Number: WS -5-14-1099 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060340260 Phone: (305)788-8914 Inspector Comments CREATED AS REINSPECTION FOR INSP-213239. Front door does not meet min. edge distance September 02, 2014 For Inspections please call: (305)762-4949 Page 11 of 30 Miami Shores Village R�f-�FJVED �1 Building Department artment ' MAY 29 14 � I10050 N.E.2nd Avenue, Miami Shores, Florida 33138_,. Tel: (305) 795-2204 Fax: (305) 756-8972 - INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. Lo S m e k oc PERMIT APPLICATION Sub Permit No. 4< UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Cis -t_� Q (; -f+-- City: Miami Shores County: Miami Dade Zia: _ f Folio/Parcel#: Is the Building Historically Designated: Yes NO/ Occupancy Type Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ® l ,_1 4.0 (js—_ ,Pyne#: 19— Address• 0 C) T'_,W � � - City: Ty1 r C4_ r State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: A cam' Phone#: Address: City: �l �—�� r State: Zip: 15 Qualifier Name: -GS' f Phone#: _-7�, State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ) C> 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ® e p a i ep7ace ❑ Demolition Description of Work: C"e -F- Specify color of co'l�or�thru tile: Submittal Fee $�� ° Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $76-36 (RevisedO2/24/2014) 6- (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip r 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 JO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 0 NER rAGENT The foregoing instrument was acknowledged before me this of , 20 1 4—_ , by CA ---Oe ( is rsonally kno n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: 1: Print: ROW A BLANK Seal: :.; a My COMMISSION # EE000673 EXPII4€S October 01, 2014 anU (407) 398 0153 FloridahtotaryServicO.coro ssssssssssssssssssssssssssssssssss APPROVED BY (Revised02/24/2014) Signatur.,20ue CONTRACTOR The foregoing instrument was acknowledged before me this ��day of i-� , 20 )lq— , by -)N'nc nfl L e Yes.,,. _C , who is pCrson_a_11_y—kn­`o-V#q to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: as i� Print •' Seal: NNI A BLANK •�""' ' t°= MY GOMM1SSION # EE000573 "'• o EXKRES October 01, 2014 (407)3" 15 otery8etwce.00m sssssssssssssssssssssssssssssssssssssssssssssssssssssss&ml sssssssssss Plans Examiner Structural Review Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, ygu may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor 3" � Print Name: L C4 Tl'.' �G(P I Name:_ Signature: Signature: State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me this day of CA ' , 20J4 .. By : ► U� (SEAL) MY COMM100-- .. EXPIRES October 01, 2014 State of Flonda } County of Miami -Dade ) Sworn to and subscribed before me this day of 140n 20—L1 1 - By col-% �c (SEAL) MY COMMISSION # EE000673 EXPIRES October 01, 2014 pppv � FIELD VERIFICATION • • • • PLAN KEYED NOTIKS: • C LLI0 LLI LL Q rr- 2 N�yyy�yDoyy • • • —SSE DRAW WOB MCORPORATE BUTAM IRFORAAATIA COMPILED FROM VARIOUS SOURCES ASSOMTFD./f QM 1/TOJMT • • • • 8 YRNDOW NUTABlR • • • • AND DEEMED AS fU9JABLE CONDITIONS DQtECTLYp�C7Wp TIS • • •.• • z O DOORNUMBER TO BB)DINO. Q ® C G C =T 2 2i Z /\ v J > !L I ® til C L 0. C� II-- � •1ST 1/8" = T-0" .. .. . . . .. .. 08. •• • • • •• ••• •• • ••• • • • • •• • FIELD VERIFICATION • • • • PLAN KEYED NOTIKS: • FIELD VERIFICATION: • • • • • 2 N�yyy�yDoyy • • • —SSE DRAW WOB MCORPORATE BUTAM IRFORAAATIA COMPILED FROM VARIOUS SOURCES ASSOMTFD./f QM 1/TOJMT • • • • 8 YRNDOW NUTABlR • • • • AND DEEMED AS fU9JABLE CONDITIONS DQtECTLYp�C7Wp TIS • • •.• • PRODUCT OR ITS D48TALIATION MUST BE FIELD VEAfffEDBV Tiff CONTRACTOR OR A CONTRACTOR APPOWTED REPRESENTATWE PRIOR O DOORNUMBER TO BB)DINO. •• • • • •• ••• •• • ••• • • • • •• • . . ... . . . ... •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• FIELD VERIFICATION PLAN KEYED N$TES:• DOOR SCHEDULE WINDOW SCHEDULE DOOR NUMBER WINDOW NUNIDER WIIDOWOPEN040 FRAME O1A38 W H MANUFACTURER CO10VENI' REMARK 1 721!4' MIX 78VACK S/IWOSSC LAWSON S700 ROWNGWMDOW FULL VIEW*= NEWWIND0W-NOA0I2012758 2 36 IW 48 IW 7 BLACK SM7CLIAR LAWSON 8700 ROLLNGWNDONFULL VMW'XC' NEWNMIDOW-NOA012-0127.08 3. 3818' 48117 3 -BLACK 8116 -CLEAR LAWSON 8700ROLLNOWIDIDOWFULLVMW'XO' NEWWNDCW-NOA012-0127M 4 35 IM 4812' 7BLACK SM7CLEAR LAWSON 67M ROLLINGWNDOW FULL VRIN'XO' NEWWMOW-NOAVIZO127M 5 3812` 36 IV 3" BLACK HI7 CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW"= NEWWLNDOW-NOA012-0127M 6 3828' 7258' 7BLACK WISP CLEAR LAWSON 8700 ROLLINGWINDOW FULL VIEW -XO' NEWWNDOW-NOA012-0127A8 7 3B 28' 7258' 7 BLACK 6117 CLEAR LAWSON 5700 ROL.LNOWNDOW FULL VM'XO' NEWWNWW-NOA0124H27S8 8 122W35103 -BLACK 5/16"CLEARI LAWSON 87M ROLLINGWINDOW FULL VIEW-= NEWWINDOW-NOAOI20127,08 B 3810 4B 18' 31BLACK Sf18'CLEAR LAWSON 87M ROLLNOWIDIDOW FULL VIEW'XO' NEWWND0W-NOA8I240I27M 10 122/3' 3818' 3' BLACK SMU*CLEAR LAWSON 87WROLLNOWNDOWFULLVIEW'RO' NEWWNDOW-NDA0124H27AS 11 3812' 3618' 3* BLACK 8116'CLEAR LAWSON S7WROLUNGWNDOWFULLVIEW7= NEIYWINDOW-NOA012-0127A8 12 30 IW 3818' 7BLACK CJ18'CLEAR LAWSON BIW ROLLNGWNDOW FULLVIEW'XO' NEWWNDOW-NOAf12-0127.08 13 7218' 4818' 7BLACK W16 -CLEAR LAWSON ROD ROWNGWDIDOW FULLVIEV'XO' NEW WINDOW- NOA 0 12-0127M 14 1228' 3818' 7BLACK WITCLEAR LAWSON 87W ROLLINGWKOOW FULLVIEW'XO' NEWWNDOW-NOA012-012748 15 3818' 3618' 7BLACK SM6'CLEAR LAWSON 8700 ROLUNGWNDOW FULLVMW'XO' NEWWINDOW-NOA012-012758 16 48217 0018' 7BLACKS' OSSC LAWSON 87 WROWNOWINDOWFULLVI 'X.- PIEWWINWW-NOA012-01. 17 3618' 4818' 7BLACK 6M7CLEAR LAWSON 8700 ROLLINOWNDOW FULL VIENXO' NEWWWDOW-NOA012-0127A8 18 38113' 4818• 7BLACK 6116 -CLEAR LAWSON 8700 ROLLNGWINDOW FULLVIEW'XO' NEWWINOOW-NOA012-0127.08 . . ... . . . ... •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• FIELD VERIFICATION PLAN KEYED N$TES:• DOOR SCHEDULE • FIELD VERIFICJITIOM DOOR NUMBER DOOR SIZE FRAME W H TYPE MANUFACTURER COMNEM REMARK I I I I 6yYNp]'1E�E • 1CONTRACTORT0 BIDDING.R ITS OR ABTALLATION MUST BECONTRACTOR APPOINTEDF�A77VE PRIOR• • •1M1IQIWW"-i--" �.} • • • • f 0 1 DOOR NUMBER 2 _ _ _ _ _ EXISTING DOOR TO REMAIN 3 _ _ _ _ _ EXISTING DOOR TO REMAIN 4 - - - - - EXISTING DOOR TO REMAIN 6 _ _ _ _ EXISTING DOOR TO REMAIN 8 36' w _ _ _ _ NEW DOOR 7 _ _ _ _ _ MSTING DOOR TO REMAIN W/ BACKER ROD FIBERGLASS BATT INSUL. 11 EMSTING DOOR TO REMAIN e - - - - - - EXISTING DOOR TO REMAIN 10 - - - - - EXISTING DOOR TO REMAIN AS REQUIRED. EXISTNO WOR TO REMAIN 12 36' 80" - - NEW DOOR 13 37 SB' - - - - NEW DOOR 14 36' 80' - - - - NEW DOOR SCALE: N.T.S. U, EXISTING DOOR TO REMAIN 18 - _ _ - E70STWO WOR TO REMAIN . . ... . . . ... •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• FIELD VERIFICATION PLAN KEYED N$TES:• • FIELD VERIFICJITIOM • • 1 111 1 THESE DRAWINGS INCORPORATE �ILDIR4N141RMTIOW • COMPILED FROM VARIDU880URCESASBOCA1iD1A�H THB PIWECT • NDITIONS DIRE Y AND DEEMED AS RELIABLE COPRODUCT • •--"-i" • ••• 0 • I I I I 6yYNp]'1E�E • 1CONTRACTORT0 BIDDING.R ITS OR ABTALLATION MUST BECONTRACTOR APPOINTEDF�A77VE PRIOR• • •1M1IQIWW"-i--" �.} • • • • f 0 1 DOOR NUMBER — — • Ai ? • • • • • • • • WINDOW INSTALLATION > • • • • • • • • — — — — AS PER MANUFACTURER0 203 FOR LARGE MISSILE IMPACT 0 see go I ACCORDANCE WITH GYPSUM WALL CONT. SEALANT i BOARD MANUFACUTERS SPECIFICATIONS. BUCKING, W/ BACKER ROD FIBERGLASS BATT INSUL. 11 Nm,u mezzo FOR ENTIRE OPEM14GS AND BUCKING PERIMETER OF UNIT FASTNERB MUST 8E DESIGNED P.T. WD. BLOCKING, AS REQUIRED. STUCCO C.M.U. WALL HEAD, SILL DETAIL HORIZONTAL SLIDING WINDOW DETAIL SCALE: N.T.S. U, t•��IL m GYPSUM WALL BOARD GROUT SOLID, AS REQUIRED. C.M.U. WALL Zr 9 OR 0 j o) WLM y GROUT SOLID, AS STUCCO JAMB DETAIL REQUIRED HORIZONTAL SLIDING WINDOW DETAIL SCALE N.T.S. NOTE THE DETAILS AM SPECIFICATIONS SHOWN HEREIN REPRESENT PRODUCTS TESTED AND PROPOSED FOR WATER, AIR, IMPACT, CYCLIC AND UNIFORM STATID AIR PRESSURE TESTING INCONFORMANCE WITH THE FLORIDA BUILDING CODE — — PROTOCOLS TAS -2M, 2D2AND — — — — 203 FOR LARGE MISSILE IMPACT WIDOWS. ALL HARDWARE AND FASTENERS $HALL BE IN ACCORDANCE WITH MANUFACUTERS SPECIFICATIONS. BUCKING, 11 Nm,u mezzo OPEM14GS AND BUCKING FASTNERB MUST 8E DESIGNED A�S.1 F RAMMS ENGINEERING, INC. Kd=.s5 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE 2 Interior &Exterior Zones (4&5 -Walls) Positive Pressures Exosure C Forthe 175 mh Wind Zone CATEGORY 2 in Squareeet Su�Height 10 20 30 40 50 60 Height (Maximum Effective Windrea (or, TriutaAreain Suare Feet 15-43.8 -42.0 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 -39.6 15 40.4 38.5 37.5 36.7 36.1 35.7 -41.9 -41.4 25 20 42.7 40.8 39.7 38.9 38.3 37.8 30 -50.5 -48.4 25 44.6 42.6 41.5 40.640.0 44.2 39.4 50 51.8 49.4 30 46.5 44.4 43.2 42.3 41.7 41.1 -51.5 -50.7 -50.1 40 49.4 47.2 45.9 . -52.6-52.0 .. .. .. 100 •• Length of End Zone (a): 10% of least horizontal dimension or .4 but not less than 4% of least horizontal dimension or 3 ft. (h = m AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN , whichever isAfeet). an roof heig� tNOTE: FOR FLAT ROOFS. Goo so 09 Interior Zone (4 -Walls) Negative Pressures Exosure C Forthe 175 mh Wind ZoneCATEGORY 2 Height Maximum Effective Wind Areaor, TriutaAre in Squareeet Su�Height 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15-43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 j46.4 45.760 -56.2 53.7 51.249.848.848.147.4 -51.5 -50.7 -50.1 Interior Zone (4 -Walls) Negative Pressures Exosure C Forthe 175 mh Wind ZoneCATEGORY 2 Height Maximum Effective Wind Areaor, TriutaAre in Squareeet Su�Height 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15-43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40-53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4-53.4 -52.6-52.0 Exterior Zones (5 =Walls) Negative PressuresExosure C Forfihe 175 mh Wind Zone 00 CATEGGibl�QEffective Wind Areaor, TriutaArein Su�Height 10 20 30 40 50•6Maximum)-1.40 -1.29 -1.23 -1.19..-1.1315 -54.1 -50.4 -48.3 -46.8 -45.8• -�44. f••20 -57.2 -53.4 -51.1 -49.5 -48.E":-47325 -59.8 -55.8 -53.4 -51.7 -50.4 -k�%4•••30 -62.3 -58.1 -55.7 -53.9 -52.6•• MIAM MIAMI -DADS COUNTY ]PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RMOURCES 11805 SW 26 Sheat, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Mtamt, Plodda33175-2474 T(790315-2590 P (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) Wi mtaMMakstn alldine F.P.G. Wholesale, Inc. 7190 Coral Way Miami, FL 33153 SCOPE: This NOA Is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reAcwad and accepted by Miami -Dada County RER Product Control Section to be used in Miami Dade County and other arm whom allowod by the Authority Having Jurisdiction (AHO. This NOA shall not be valid after the explration data stated below. no Miami -Dada County Product Control Section (In Miami Dade Courcy) and/or the AHJ (in eros other than Miami Dade County) reserve the right to Save this product or material tested for quality assurance purposes. if this product or material falls to pw&TM in to accepted marmer, the maaufactarer will hnmr the o qmo of such tasting and the AHJ may immediately mvoket, modify, or Suspend the use of such product or material within their judadlada . RM reserves the right to invoke *b acceptance, if it is determined by Mtaml Dale County Product Control Section that this product or material falls to meet the requirements ofthe applicable building code. Ibis product is approved as described herein, and has beau designed to comply with the High Velocity Hurricane lone ofthe Florida Building Code. MCRI MON. Serle-Condoor Impaer S'0" Oaf wing Opaque Wood French Door w/ we Mdelit. - L&XL APPROVAL DOCUMENT= Drawing No. W10-11, titled "Series Out -Swing Wand Patio Door (L.M.L)", sheds 1 through 8 of 8, dated 03/11/09 with revision -B" dated 05/03/12, prepared by Al-Farooq Corporation, signed and sealed byJavad Ahmad, P. E., bearing tho Miami -Inde County Product Control Revision stamp with the Notice of Acceptance number and the eVirsdon date by the Miarnt-Dada County Product Control Section. MISSILE IMPACT RATINGS Large and small MDSIIe Impact Resistant IABELINGt Each unit shall bear apermanent label with the men iltaturees name or logo, city, state and the following statement: "Milani -Dade County Product Control Approved", union otherwise noted herein. IbMVAL ofthis NOA shall be considered atter a renewal %*Hccation has boon flied and there bas been no cbrige in the applicable building code negatively drmdng the porfotmance ofthb product. T8 MMATION ofthis NOA will occur autos the mphv9on dab or ifthere has been a revision or cheap in the matalials, usa, and/or manufaature ofthe product or procem. Misuse ofthis NOA as an endorsement of my product, for sales, advertising or any other purposes shall automatically terarinate this NOA. Failure to comply w11h any section ofthts MA shall be cause for termination and removal ofNOA. ADVERT]BENMTt Tho NOA number preceded by the words Miami -Dade County, Flodda, and followed by the expiration data maybe displayed In advertising literature. IPanylrtion ofthe NOA is displayed, then It shall be done In its anndro y. • • • • • • • • • • • INSPECTION: A copy of tide Are NOA shall banpaovldadto tiger lty the manut�rtaar or Its distributors and shell be avellablo for Inspection %he jdb3ite'�t tga r$que�tttlr�Ballaig oeaetal •• ••• •• • • • • Thi NOA revises NOA N 10-0803.03 and consists ofthis ;;p, 1, evidence• submitted pagas E -I and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by EMmy A. Makar, P.E.6M.& • • ••••�ji ,rs'� i i • • • �/j" NOA No.12ASi4.22 so= pFi • i i • • • • • • • • • Facplratlon Dagen 082MOIS i i • • • 07 jZo /i • i • • • Approval Dater 07103/2012 Pagel • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F.P.G. Molaale.Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #10-0803.03 A. DRAMNGS L Mamjfadurer'r the drawings and sections. 2 Drawing No WIO-11, titled "Series Out -Swing WoodPado Door (L.UZ) , sheets 1 through 8 of$ dated 03111109 with revision "A" dated 06130110, prepared byAl- Farooq Cwporatior, signers and sealed by JavadAhmad P E B. TESTS L Test reports on: 1) Air blfl aVionTe4 per FBr, TAS 202-94 2) MOM Blatta Air Pressure Test, Load*per FBCTAS 202 94 3) Water Resistance Test, per FBC TAS 202 94 4) Large Missile Impact TestperFBr- TAS 201-94 S) Cyclic WIndPressure LoadingperFBC, MS 203-94 6) Forced EntryTesx per FBC 24113.2. 1, TAS 202--94 along with marked -up drawings and irrstdllatlon dam of OS French door, prepared by Hurricane fthwering and Testing I=, Test Reports No's RM -09-2501, H'ETI-082119A, BETI-08 2119Band.SET"8-2172, dated November 23, 2009 revised dated July 15, 2010, all signed andsealed by Candido F. Font, A g C. CALCULATIONS L Anchor calculatlons and structural anabak, complying with FBG2007, prepared by A1-Farooq Corporation, dated 12/14/09, stgned and seated byJavadAhmad, P. E Complies wh*ASIME13OR-04. D. QUALITY ASSURANCE L B?iami Dade BrXdbsg Code Comptiww Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Statement tetter ofno,fittarwW interest conformance and compliance with the PBC-- 2007, BS2007, dated December 10, 2009, s1VW and sealed by Javad Ahmad A It. 2. Laboratoryconvilm a IetterforTastReportsNo Is IMT -09-2-501 MW -094119A, MTI -0"119B andZWT-M4172, issued by'Hwdcane ftineming and Testing Inc., datedAF&Wbg1; 2Q09vevi.srd dated fA%A* 2010, all signed and sealed by Candido F.1� P. E • • • - • • • • • • •• • • • • ••• • •• ••• •• • • • •• Holmy A. Maker. P.S., M.S. • • • • • • • • • • • � CoOdtrol Ua t Snpervhor • • • • • • • NOA No 12-M4.22 • • • • • • • • • • • • Sapkatlon Dete: 08fTS/2015 • • • • • • • • • • A royal MW py pu ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • " F.P.G. Wholexale.Yn� NOTICE OR ACCEP'T'ANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMTTI'ED A. DRAWINGS 1. Drawing No. WI0-11, titled `Series Out -Swing WbodPado Door (L,ML)", sheets I f through 8 of 8, dated 03/11/09 whir revision "B" dated OS/O3112, prepared byAj Farooq Corporation. signed and sealed byJavadAhmad A E r B. TESTS L None. C. CALCULATIONS L Anchor calcudadons complying with FBC-2010, prepared by Al-Farooq Corporation, dated 0S/0$/12, signed and sealed by Javad Ahmad, P. R D. QUALITY ASSURANCE L By Mand -Dade County Depwftem' OWgulatory and Economic Resources: E. MATERIAL CERTIFICATIONS 1. NOW. F. STATEMENTS 1. Statement letter ofno,financial inieresx coVbrmmrce and compliance with the FBG 2010, dated April 25, 2012, signed andsealed by Javad Ahmad, P. E Relmy A. Maker, PX„ M.B. • • • • • • 000 • • not Control Un@ Supervisor • • • • • • • NOA No. i2-M4M ••• • •• • • • • • • • • • • • • • • • • EkpiratOa Dater 08f1St201s • • • • • • • • • • Approval Datee 071OSi2012 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SURFACE 801.7 LENGTHS 96" LEAF HT. - 42" LONG B4"LEAF HL - 30' LONG 60" LEAF MR. - 26" LONG 37 3/4" MAX. 74 1/2' MWX. OUT—SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. rM-IC,AL ELEVATIONS pt�alde Co»�1 THIS PRODUCE HAS BEEN DESIGNED_ h TQUCQ�L yBTFIV . • REQUIREMENTS OF THE fLAMtIDA eu�tnNG i�OFyUdCj DiAG ytGH• • HURRICANE ZONE (HVHZ). • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANJHOR9bECY •) T$ANtM • • LOADS TO THE STRUCTURE. • . 000 .. • . • • • ANCHORS SHALL BE AS USfFp. SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS/SEUTES ALE RATED FOR LARGE & SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REOUl.RED. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL . • • • . • 000 . • A LOAD DURATION INCREASE IS D%% IN VON OF:WCHOnA W009 ONLY.• • • • • • THE APPROVED PRODUCTS NOTED HEREIN ARE D"PT FROM PRESERVATIVE TREATMENT PER 2326.21 'OURABLE'. MATERIALS INCLUDING BUT NOT TCR M AL TFDJ COME INTO CONTACT WITH OTHIR�ttE�l�f iH • • • • OF THE FLORIDA BUILDING OWE WHICH 1S WOOD 900 LISTED AS THE sTECIFIc TeDDucrs HEREIN ARE EXEMTTED WOOD SPECIES rv+sED ON USDA LOfINO AND MUST REQUIREMENTS OF THE FLORIDA CO SECTION .8.. • • HAVE A SAECIFIC GRAVITY EQUAL TO OR HIGHER TW W THE REFFRRJCEO STEGES. • 37 3/4" MAX. 74 1/2' MWX. OUT—SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. rM-IC,AL ELEVATIONS pt�alde Co»�1 THIS PRODUCE HAS BEEN DESIGNED_ h TQUCQ�L yBTFIV . • REQUIREMENTS OF THE fLAMtIDA eu�tnNG i�OFyUdCj DiAG ytGH• • HURRICANE ZONE (HVHZ). • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANJHOR9bECY •) T$ANtM • • LOADS TO THE STRUCTURE. • . 000 .. • . • • • ANCHORS SHALL BE AS USfFp. SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS/SEUTES ALE RATED FOR LARGE & SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REOUl.RED. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL . • • • . • 000 . • A LOAD DURATION INCREASE IS D%% IN VON OF:WCHOnA W009 ONLY.• • • • • • THE APPROVED PRODUCTS NOTED HEREIN ARE D"PT FROM PRESERVATIVE TREATMENT PER 2326.21 'OURABLE'. MATERIALS INCLUDING BUT NOT TCR M AL TFDJ COME INTO CONTACT WITH OTHIR�ttE�l�f iH • • • • OF THE FLORIDA BUILDING OWE WHICH 1S WOOD 900 LISTED AS THE sTECIFIc TeDDucrs HEREIN ARE EXEMTTED WOOD SPECIES rv+sED ON USDA LOfINO AND MUST REQUIREMENTS OF THE FLORIDA CO SECTION .8.. • • HAVE A SAECIFIC GRAVITY EQUAL TO OR HIGHER TW W THE REFFRRJCEO STEGES. ... . . . . ... . . •.. . . . .•• . . MAY SOLID WOOD INSERTS o LARGE MISSME IMPACT hawing no. W10-11 SINGLE LEAF X) OR DOUBLE LEAF (XX) DOORS LEAF LEAF LEAF DESIGN LOAD CAPACPPY - PSF WIDTH WIDTM WIDTH 1-11/18' TM LEAF WIDTH LEAF HEIGHT WOOD PPNE1. FT,/1N. Fr./IN. I EXT. (+) I INT. 2/0 80.0 80.0 2/6 8/0 80.80.0 80.0 3/0 0 BOA x xx •• ••• • • • • • •• • •• • • • • ••• • . ... ..... . . • • • • • • • • •• • • .. .... . • . • •.• ... . . . . ... • . . . . . . • • . . . . •. .. • . . .. .. ... . . . ... . . BTAT[ONARY PANEL (0) OR DOORS T7ITH SDIELITEB STM• Wi_„tY2 Wt WI I DESIGN LOAD CAPACITY - PSF f_ TI IMM'q7- 1-11/10”IM.TW WIDTH CJl) LEAF HOOHr WOOD PANE. // \\ // Fux FG/W. FT./IN. EXT. (+) INT. (-) 2/0 Bo.o so.o 2/B 8/080.080. DECORATIVE MOLDING OPTIONAL 1-11/16" TI -K INSERT SOLID WOE OR LAMINATED WOOD III) x 1-3 4' LONG SRAD 1' FR0M ENDS & 3° O.G. 81AX. W1 W2 W1 W1 W2 p it glias€ \ \ / 4 WIDTH (W) m W1 + W2 (FOR DOORS VIM WELOES) 2 PRODucrgrmw BOWL'S cab teo c / ZZ S GLAZING DSTAiL avowing ' no. W10-11 LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR VAIN VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS ......A%E AL;O AµoWED... 'tI{�IMyM 0IMNSIONE: • •• •TTOPP� ANDS 5_1/2• ••' Geo ' K'�e 40 S ......................5-1/2° � fA1177"EERRMM . < I EDK STILES...............................5-1/2" see ... . .. . . . . .. . .... . .... MAY .... ....... . . . . . . . . . . . . .. .. .. . .. .. • 'BOLT SUPPORT AT HEAD/SILL ALUM STRIKE PLATE ALUM STRAP BRACKET' - EMmDED N WOOD (2) OB XA1 1/4D' SMS ®4 BUCK SEE SHEET , Ell 'TYPICAL ANCHORS CLUE • • FOR o • . • .• a • wt 1 Q�....•,d :de � e. BUCK SEE SHEET , Ell i9p . . ° TYPICAL A14CROR4 • • • • • . • .• a • SEE aEV. FOR SPAMNP • • .. J • • • . • . /ORYUFEMiRdE • • GWE DOOM U�TTTS • • • • • • 3TDEL E 'UNITS �i , i ••• • • • • e•• • • TYPICAL ANt910R5 2 9 FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.O. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE Et". FOR spACWO y4" DIA. TAPCON. BY W (Fum120 KSI, Fymu xS) ••• • • • ••• • • 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY BUCK . . ° TYPICAL A14CROR4 • • • • • . • .• a • SEE aEV. FOR SPAMNP • • .. • . • • • . • . /ORYUFEMiRdE • • GWE DOOM U�TTTS • • • • • • 3TDEL E 'UNITS AT 3-1{2" FROM ENDS , i ••• • • • • e•• • • TYPICAL ANt910R5 SEE EL FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.O. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE Et". FOR spACWO y4" DIA. TAPCON. BY W (Fum120 KSI, Fymu xS) ••• • • • ••• • • 1-1/2" MIN. PENETRATION INTO WOOD BUCK 0 Fin 44 drawing no. W10-11 APPROVED UU M ANCHORS E NCA LEOMM—�DADECOUNTY 08 x r FH SMS1 AT 3-1{2" FROM ENDS , i AND 18 O.C. MAX TYPICAL ANt910R5 SEE EL FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.O. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE Et". FOR spACWO y4" DIA. TAPCON. BY W (Fum120 KSI, Fymu xS) 119 DIA. ULTRACON BY 'ELCO' (Fu -t77 x% "155 Km) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" NON. EMBED INTO CONC. OR MASONRY X1,4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8' INTO METAL STRUCTURES STEEL : 12 GA. MIN, (Fy - 38 KSI MIN.) X r FM SMS TIN Ak1. 3-10,- FROM ENDS (STEEL CONTACT WITHNIALUMINUM TO BE PLATED OR PAINTED) AND 18 O.C. MAX. TYPICAL EDGE 015TANCE INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE a 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Ya m 3000 PSI MN. C-90 HOLLOW/nLLED BLOCK AT JAMBS fm m 200 PSI MIN. 0 Fin 44 drawing no. W10-11 • 8.280 �I�---3.828--y .8507 1.280 1.790 .492 r 3.540 I 8.900 FRAME HEAD/JAMB ! 12 INTERMEDIATE STILE TOP & BOTTOM RAIL HINGE & LOCK STILE/SIDEUT'E SPIE 1 -1.750---1 s.sDo r A82 1.181 1.693 .818 Q GLAZING BEAD © ASTRAGAL iTBM PART # no. D88CF8P170N MATRnTAL MANE /BUPPLSSR/RBMARTfB ��V t - 3/— FRAME HEAD/JAMB IWOOD - 2 - AS READ. TOP & BOTTOM RAIL/H84OE & LOCK SM.E/SIDIln SME w00D - ro 3 - AS REOD. ALTERNATE TOP & SMOM BALL/HINGE & LOCK SDLE/=MJM S= WOOD - 4 - 1 SIL COVER ALUMWUM - 5 - 1 SILL FILLER w00D - S - 1 FRAME SAL WOOD - 7 - AS REQ. Q1/4ZIN6 BEAD wow 8 - 1I ASTRAGAI. I PLYWOOD JAB MAPoN£ GRADE 13 PLY a VVV Ij 1 ASTRAGALtATER10R COVER WOOD10 - - ASTRAON. EXTERIOR COVER WOOD 12 - AS READ. fNTERMEmATE STILE WOOD - Y 13 S44 4/ LEAP 8 NOEOR ST/STJ DELTANA t0 ib31' 14 X10 X 3°, 3/ CORNER FRAME ASSEM�Y SCREWS PLAT HEAD - - 7�1 Ej 18 QE8D880 AS W=. FRAME WEATHOWMPPINO Q-LON ..+ .. PVC SCHlEOEL 44 It, z7s HI 13 .13" TmL STEEL WN MSTA I anffiJ TO PANEL: (4) ®12 X 1-1/4" FH SMS TO FRAME. (2) #12 X 3/4' FH SMS OALTERNATE • • �• • .00D • • • • W INNER HOLES TOP & BOTTOM RAIL • l'!1 • • • • • • (2) 1/4` X 2-1/4" 1H TAPCON HINGE & LOCK STILE/SIDEUTE 5TIEE ! W QUER HOLES 4.829 . ... .. . . . .. ,.800 Dsz • • • • r ' .�' ' sss • • • • • • • • •,�_,g•,�.,^, O St COVER • • O • •� Lamp 8083 -TB WOOD l:/ wow ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD OPTIONS % m ax q I- 90UTHERN OBIUM 2- ANDEAN WALNUT ^ 9- TROPICAL WALNUT 4- WM= OAK v I 6- YMURR0 4 PER LEAF AT 9-3/4" FROM EACH END SMFIC GRAVITY - 040 MIN. (E=1.400.000) Lt n GRADE - 2 MIN. MOISTURE CONTENT - 12% MAX 0 _ 2 .REALAW, 38 FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND LSBOS. y� II� NG92 4° X 4" X .130` THK. HINGE 4 PER LEAF AT 9-3/4" FROM EACH END p Lt n AND 25-1/2" O.C. MAX. CONVEN17ONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 38" FROM BOTTOM, DEAD BOLT AT 42" FROM BOTTOM OPTION 1 EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS 2830 BY HALER OR FPO WITH 5/8" THROW AT TOP & BOTTOM OF. INACTIVE LEAF. drawing no. W10-11 S- X 5/8° WOOD a . MME-13O17OM TORI R • • ••. • Or • •• •• • • •• •• ••• • • •• ••• • • S° X 5/8' WOOD ImWing no. W10-11 CERTIFICATE OF LIABILITY INSURANCE DAm`�mm °'"""' TYPE OF INSURANCE W0412014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL. INSURED, the po(Icy((es} must be endorsed. if SUBROGATION IS WAIVED, subject to the tenths and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endomemen s . PRODUCER DELTA INSURANCE UNDERWRITERS, INC. 777 N.W. 72nd AVENUE, SUITE 3133 MIAMI, FLORIDA 33126 CONTACT LUIS DE LA LLERA NAME A� NC NO Ext: 305-2691107 qIC 305-269-1108 ApDR6: DELTAINSUND®AOL. COM INSURER(S)AFFORDING COVERAGE NAIL O INSURERA: ARCH SPECIALTY INSURANCE COMPANY 21199 INSURED ACA CONSTRUCTION, INC. dba ACA PLUMBING 10725 SW 55 TERRACE MIAMI, FLORIDA 33165 INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: _ •ww• owr�oc�. THIS IS TO CERTIFY THAT 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCEAFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INISK LTR TYPE OF INSURANCE ADUL INSR Y4ND POLICY NUMBER POLICY EFF (MWDQNYYY),-(MWDDAIYm POLICY EXP LIMITS A. GENERAL LIABILITY COMMERCIAL GENERAL LIABILITYD CLAIMS -MADE U OCCUR AGL003117.00 08/05/2013 08/05/2014 EACH OCCURRENCE $ 1,000,000. G 0 RE'�El— 100,000. PREMI c�nren $ _ MED EXP An me person} $ _–�— 10,000. PERSONAL &ADV INJURY $ 1,000,000. _ GENERAL AGGREGATE $ 2,000,000. GENLAGGREGATELIMITAPPL�SPER: --PRODUCTS 1/1 POLICY LOC -COWIOPAGG $ 1,000,000. $ AUTOMOBILE LIASM(Ea ANYAUTO ) LAIR $ (Per petsm) $ ALL OVMEDBODILYIN.IURY AUTOS �HEOSSUtED HIREDAUTOS NON -OWNED AUTOS BODILY INJURY (Peracdden0 $ P1t�OPeERdreYnDAMAGE $ r $ UMSRELLALIAB EXCESS LIAR OCCUR CLA1MS4AADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ ��g �QMppN ESO OX IS UABI ry�N AND YIN ANY PROPRIETORIPARTNER/EXE1 OFFICEMMOMEREXCL& CUTNE LJ (MendetoryinNH) Uyes deacn'be urs DES(�IPTION OF OPERATIONS below NIA $ TOR TA ITS ER E.L. EACH ACCIDENT $ ELDMEW-EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPE MONS i LOCATIONS/ VEHICLES (Attach ACORD 101, Addrdonal Remarks Schedub, N more space is inquired) GENERAL CONTRACTOR LICENSE NUMBER: CGC1511172. PLUMBING CONTRACTOR LICENCE NUMBER: CFC1427636. ROOFING CONTRACTOR LICENSE NUMBER: CCC1328217. CERTIFICATE HOLDER .....__...__.. VILLAGE OF MIAMI SHORES / BUILDING DEPT, 10050 N.E. 2ndAVENUE MIAMI SHORES, FL 33138 PH 305 795 22°4 FAX 305 7568972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. LUIS DE LA LLERA ACORD 26 (2010106) The ACORD name and io 0 are 01888-2010 ACORD CORPORATION. All rights reserved. g registered marks of ACORD