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WS-17-2332 wsn,w-ox*35z Permit NO. WS-9-17-2332 �s_iRi y� Miami Shores Village Permit Type:Windows(Shutters 10050 N.E.2nd Avenue NEit rk Classification Window/Door Replacem Miami Shores,FL 33138-0000 Per ��'"° Phone: (305)795-2204 Permit Status:APPROVED to 1,0N Issue Date: 10/4/2017 Expiration: 04/02/2018 Project Address Parcel Number Applicant 1441 NE 102 Street 1132050240170 Miami Shores, FL Block: Lot: SUSAN&WILLIAM HOWELL Owner Information Address Phone Cell SUSAN &WILLIAM HOWELL 1441 NE 102 Street MIAMI SHORES FL 33138-2621 Contractor(s) Phone Cell Phone Valuation: $ 2,225.00 AUTOMATED HOME SERVICES INC (305)594-3810 Total Sq Feet: 112 Type of Work:REPLACE GARAGE DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Window Door Attachment Classification: Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.g0 DBPR Fee Invoice# WS-9-17-65187 $2.00 09/28/2017 Check#:39124 $50.00 $77.80 DCA Fee $2.00 Education Surcharge $0.60 10/04/2017 Check#:39143 $77.80 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLU ING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: rt i tall the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F r e,tall the above-named contractor to do the work stated. October 04, 2017 Authorizedtur / Applicant / Contractor / Agent Date Building De artment Copy October 04,2017 1 � or�a� ale 3c�SS943 $ ! d 160Miami Shores es VI I I age Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 SE.� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20H BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �p CONTRACTOR DRAWINGS 10B ADDRESS: , City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: v "�a' - \FIs the Building Historically Designated:Yes NO Occupancy Type: Load: `` Construction Type: `\ Floored Zone: BFE: ^�FFE: OWNER:Name(Fee Simple Titleholder): ��lJy\�Q� ` '� CC\ Phone#: Address: kLV4\ �)_tL V�)SLS�v City: CO\QQK�A State: �\QC Zip: J �� Tenant/Lessee Name: Phone#: Email: \� �,` p� CONTRACTOR:Company Name:PM9 Address: = City: QN \ State: Qualifier Name: � �,�U` Phone#: State Certification or Registration##: �LJ�JIJ Certificate of Competency#: DESIGNER:Arch (iteec(tt//Engineerk---Z _. a Phone# Address c 7.V V �aM5 le: I Zip: Value of Work for this Permit:$ '/c�a`�o��.� Square/Linear Footage of Work: 1102; Z16 rq Type of Work: ❑ Addition ❑ Alteration ❑ New Repair Replace ❑ Demolition Description of Work. \� Specify color of color thru tile: Submittal Fee$ Permit Fee$ Q - GC3 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ .z -M DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �i ) (Revised02/24/2014) 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 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 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 absence of such posted notice, the inspection will not be approved and a r ' spection fee will be charged. Signature ""''l SignatQ1,fW-irnMTRAACTnRR /WrERRAGENT ?J�v The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by r day of — 20 , by N `2 who is personally known to who is personally known to rme art�Ovh has produced as me or who has produced as v ALL, i5ecftiQc on and who did take an oath. identification and who did take an oath. cv C N 1901 Y UBLIC: NOTARY PUBLIC: E Sig JNU`uryO c r _`*.>� •r; to a Print: 7G47i46� ,,,= axr � 2gSeal: "sa,� :�;iNy Com . x18,;,,%" f. � ,�'. F ,;! Commission#F •nnn��* 16 ************************************************************************************************************ APPROVED BY ( 7 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) w AUTOM-2 P ID:GF CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIY" 10/02!2017 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 r REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the Policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms 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 endorsement(s) PRODUCER 954-883-2900 urphyTanenbaum Harber of Florida .. _2900 SW 149th Avenue IM -883-2900 ..____ TMiramar,FL 33027-6605 Arc,No:95451 T-7400 Pat Mu h rP Y -------INSURER S AFFORDING COVERAGE NAIC A rf';eld Insurance Company 10993 INSURED Automated Home Services,Inc. Attn:Ms.Brenda Lewis INSURER 13:FCCI Insurance Co ;10178 2010 NW 94th Ave. INSURER C: Miami, FL 33172 INSURER D: INSURER E: INSURER F., COVERAGES CERTIFICATE NUMBER- REVISION NUMBER: 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 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUBRi PO-ICY EFF POLICY EXP A I N POLICY NUMBER LIMITS X COMMERCIAL GENERAL LIABILITY i EACHOCCURRENCE 1$ 1,000+000 CLAIMS MADE OCCUR 1 1CPPOO173505 ! 1010112017 10/01/2018 DAM AGE50 RENTED 0,0001 E $ 10 i 1 MED EXP oneperson) $ 5,000 t PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT AP PER: 2,000,000 POLICY` X JECT LOC (GENERAL AGGREGATE g PRODUCTS_COMPIOP AGG $ 2,000,OQO OTHER B AUTOMOBILE LIABILITY j $ X 'ANY AUTO `CA10000511802 -__.._....._.. _..__.-..___ ___..__.__.._..._._._-- OMBINEO SINGLE LIMIT 1 000.0Q (Ea accident}— — .$ OWNED f"'"""" 10101!2017 10101!2018 BODILY INJURYSPer_perscnZ.-$.•.._ AUTOS ONLY SCHEDULED —._-._.— __...._...___...—_...... . AUTOSyyNE X !AbJED ONLY X AlO1TN0 ONLd --- -— — ............ BODILY INJURY Per accident) $ [PROPERW5AMAGE ?P er accident --.............._..-_.. L-——) ---... _....._s.......__............._....._........................_....._.... UMBRELLA LIAR OCCUR - _.__ ----.....__...................._......._.........._............ _...__.__—__ _.--- -- —----- _... $....__-..........__..... ._ I EXCESS LIAR ' CLAIMS-MADE j --'-- ..__..._............ EACH OCCURRENCE $ NI --..... —.___._-' --• I AGGREGATE REGATE -__-.--NIA DED i RETENTION$ — —_..._.......... B WORKERS COMPENSATION � � ------"--�- —"' AND EMPLOYERS'LIABILITY X :PER — OTH- YIN j X ANY PROPRIETORIPARTNERIEXECUTIVE i 001WC17A75420 1010112017QnCdEtoM10/01/2018 ryENjEXCLUDED? _ 500,000n E.L. NT $ I If Yes,describe under i E.L.DISEASE-EA EMPLOYE 500000$ , DESCRIPTION OF OPERATIONS below 1 ' E.L.DISEASE-POLICY LIMIT $ 500,000 i — �Q SCRIPT�N O 1 00 U InSurERATIONS!LOCATIONS/VEHICLES (ACORD 101,AddlMonal Remarks Schedule,may be attached If more space is required) Contractor License#ET0000075 Donald Lewis CERTIFICATE HOLDER CANCELLATION MIASHVL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Hall THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami,FL 33138 AUTHORIZED REPRESENTATIVE ACORD 25(2016J03) ©19$8-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ��.r...� GF AUTOM-2 OP ID: ....�...--�— CERTIFICATE OF LIABILITY INSURANCE DATE(lotMMroDIYYYY) 17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HO D2ERa HIS 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 policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms 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 endorsement(s). PRODUCER 954-883-2900 CONTACT Pat Murphy TanenbaumHarber of Florida .N,AMEL...._.....__..__...._...-.._..._.._.......-..--.--__._.--�.---_--.._.__..—_—___._.•..___.._._..__.___._.....-.....-..._..._....___ 2900 SW 149th Avenue PHONE 954-883-2900 FAX 954-517-7400 Miramar,FL 33027-6605 AIC,No,Ext): ; ,uc,No Pat Murphy E nnaa --------.--__-.--•------------------- INSURER S AFFORDING COVERAGE i NAIC# INSURER A:Brierfield Insurance Company _;10993 INSURED Automated Home Services,Inc. FCCI Insurance Co 1017 8 Attn: Ms.Brenda Lewis INSURER B; 2010 NW 94th Ave. INSURERC Miami,FL 33172 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CEEBE THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN lS SUBJECT TO ALL THE TERMS, AONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. [EXCLUSIONS R TYPE OF INSURANCE ADDLUBR POLICY NUMBER POLip EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY 1,000,000 CLAIMS-MADE OCCUR i EACH OCCURRENCE $ 1CPP00173505 10/01/2017 10101/2018 pAMAGESORoccurren $ 100,000 ! I sMED EXP A one person) $ 000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: 2,000,000 POLICY! X JECT LOC ! GENERAL AGGREGATE $ OTHER; PRODUCTS-COMP/OPAGG $ 2,000000' B AUTOMOBILE LIABILITY $ X i ANY AUTO iCA10000511802 10/01/2017 10101/2018�LEaarBc�ftlent}�NGLELIMIT ' $,__..._.. 1,000,000 OWNED SCHEDULED BODII_YINJURYJPerQersan�.. $_, AUTOS ONLY AUTOS —__...............--........_.............. ........_... X i NI S�NNAA p ;BOOILYIPIJURYlPeraccident).. .. _..._.._......_......_.............__....- AU ONLY X AUT0.S ONLY ! OPERTY AMAGE P �eracadentg.._...._--•......_. $....._................ ...... ..........__.....__...__._._..__ —_.__�._ ..__........__ _..... -- j UMBRELLA LIAB I OCCUR ! ._................-..__.._.......__.. - --_.._._._—._. _.__..._._.,.._ --------......,.....---._.__......_......._ ......_......._........................__.. -- - EXCESS LIAB A H OCCURRENCE EACH �N/A CLAIMS-MADE - ._...... ..._.._....._.__.............._.-- -- _ GGREGATE DED RETENTION$ -•---_._...-..---...-_..__._.._...._..-__I................__.........._._......_.....___N/A -- R _. _ -= - -- F--------------------------------- --- ----- B WORKERS COMPENSATION ? --------- ---�--------- AND EMPLOYERS'LIABILITY ! X !PER --- -0TM'"�"----•-___.__—_�__... ANY PROPRIETORIPARTNERIEXECUTIVE YA N ! !001 WC17A75420 10/01/2017 10/0112018 STATUTE EE9 OQF�FICE MgE�EXCLUDED? N!A E.L.EACH ACCFOENT $ SOO,000 (ntandaln NHy If yes.describe under E.L_DISEASE-EA EMPLOYE $ 500,000 DESCRIPTION OF OPERATIONS below ! E.L.DISEASE-POLICY LIMIT $ 500,000 I I I I I �yC I IJ ISfiil-Ua Id8 f31'�EI�{)f,�il J1LBC.ATIONS I VEHICLES(ACORD 101,AddlUonal Remarks Schedule,may be attached If more space is required) Garage&Ind�+u�s+VDoor Metal-Awng&Shutr CERTIFICATE HOLDER CANCELLATION MIASHVL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Property Search Application - Miami-Dade County Page 1 of 2 F OFFICE OF THE PROPERTY APPRAISER 3 Summary Report Generated On :9/28/2017 Property Information Folio: 11-3205-024-0170 F -, Property Address: 1441 NE 102 ST Miami Shores, FL 33138-2621 WILLIAM JAMES HOWELL JR TRS Owner WILLIAM JAMES HOWELL JR REV ,,.., WILLIAM JAMES HOWELL JR LIVING TRUST Mailing Address 1441 NE 102 ST � ;.. MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY-2801-3000 SQ 0101 RESIDENTIAL-SINGLE i Primary Land Use FAMILY: 1 UNIT W� j.: Beds/Baths/Half 3/2/1 n Floors 1 ` hnC"` Living Units 1 d Actual Area 3,130 Sq.Ft Taxable Value Information Living Area 2,251 Sq.Ft 2017 20171 6 2015 Adjusted Area 2,638 Sq.Ft County 11 L 1.ot Size 9,605 Sq 1.Ft Exemption Value 1 $50,000 $50,000 $50,000 Year Built 1955 Taxable Value $333,384 $325,499 $322,889 Assessment Information School Board Exemption Value $25,000 $25,000 $25,000 Year 2017 2016 2015 _..._.._._._ _--- Taxable Value $358,384 $350,499 $347,889 Land Value $528,622 $528,622' $446,321 City Building Value $286,223 $288,531 $290,840 Exemption Value $50,000 $50,000 $50,000 XF Value $21,424 $21,496 $15,465 _.,,,,,.__.. _,,,,, Taxable Value $333,384 $325,499 $322,889 Market Value $836,269 $838,649. $752,626 ___.__. _._. __. ................ Regional Assessed Value $383,384 $375,499; $372,889 Exemption Value $50,000 $50,000 $50,000 __ ................._......- _ ._.__..............I....-__....... .. s Benefits Information Taxable Value $333,384 $325,499 $322,889 Benefit Type 2017 2016 2015 ......... Sales Information Save Our Homes Assessment $452,885 $463,150 $379,737 Previous OR Book- Cap Reduction Sale Price Qualification Description Page Homestead Exemption $25,000 $25,000 $25,000 10/15/2014 $100 29359- Corrective,tax or QCD;min Second Exemption $25,000 $25,000 $25,000 0881 consideration Homestead 23724- Sales which are disqualified as a result Note:Not all benefits area applicable to all Taxable Values i.e.County, 06/01/2005 $0 PP ( Y 1746 of examination of the deed SchoolBoard,City,Regional). __._._. ___. __-............................._....-._..................................______ __....----._...... 04/01/1996 $298,000 17194- Sales which are qualified 3902 Short Legal Description 04/01/1986 $157,000 12878 MIAMI SHORES BAY PK ESTS AMD 1939 Sales which are qualified PB 56-86 LOT 21 BLK 1 LOT SIZE 85.000 X 113 OR 17194-3902 0496 1 http://www.miamidade.gov/propertysearch/ 9/28/2017 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range � ` .. STATE OF from architects to yacht brokers,from boxers to barbeque DEPARTMENT FLORIDARI BUSINESS AND restaurants,and they keep Florida's economy strong. OF REGULATION Every day we work to improve the way we do business in order ET0000075 ,� ISSUED:' 06/14/2016 t E to serve you better. For Information about our services, please to onto www.myforidalicense.com. There you can find more r REG.SPECIALTY AUTOMATED DONALD M ELECTRICAL CONTR. you, subscribe to department newsletters and learn more about , i information about our divisions and the regulations that impact LEWISI the Department's initiatives. HOME SERVICES, INC :G REGISTERED AS: Our mission at the Department is: License Efficiently, Regulate r LIMITED ENERGY SYSTEMS SPEC Fairly.We constantly strive to serve you better so that you can ti serve your customers. Thank you for doing business in Florida, HAS REGISTERED under the provisions of Ch.489 FS and congratulations on your new license! , t EMp"kat1on dei:AUG 31,2018 - i L1 - i 606140001772 DETACH HERE QUALIFYING TRADES) 0037 LOW VOLTAGE SPECIALTY Jawm D.Guswn.P.E. %\/ soap"M ma Dowd � Mar*_Dada retain aM fwetn. www.MwNdade.paWeooncwy QUALIFYING TRADE(S) 0022 GARAGE& INDUS DOOR 0029 METAL AWNG&SHUTR JNww K Says RE ein i6sift w ^ Local Business Tax Receipt Miami-Dade County, State of FloridaBT —THIS IS NOT A BILL—DO NOT PAY r 1445972 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES AUTOMATED HOME SERVICES INC RENEWAL SEPTEMBER 30, 2018 2010 NW 94 AVE 1"5972 Must be displayed at place of business DORAL FL 33172 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYM {tIj Ng 1VVE�D AUTOMATED HOME SERVICES INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX�rE DIr1rATA 000011303 $4 ;90"QQ/Ol/2p 17' Worker(s) 10Ep11�aR13-1.7*U51589 This Local Business Tax Receipt only confirms payment of the Local Business Tax. Vel itis not-0-144MN permit,ore certification of the holders qualifications,to do business.Holder must comr4ixu11 y-ipftmwI or nongovernmental regulatory laws and requirements which apply to the btts£ness. The RECEIPT N0.above must be displayed on all commorclel Y'I ia-tNow-wo Cc¢A�pc.�lkt� For more information,vis!t1:>tt"�' 000058 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY LBT 144733 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES AUTOMATED HOME SERVICES INC RENEWAL SEPTEMBER 30, 2018 2010 NW 94 AVE 1144733 Must be displayed at place of busincsa DORAL FL 33172 Pursuant to County Code Chapter BA—Art.9&10, OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED AUTOMATED HOME SERVICES INC 196 SPEC ELLCTRICAL CONTRACTOR BY TAX COLLECTOR 000011303 w. - $45.00 D8/01/201-7 Worker(s) 10 CREDITCARD-17-051589 This Local Business Tax Race!pt only confirms payment of the Local Business Tex.The Receipt is not a Iioonss, permit or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec k-275. For more Information,vIsHY �!'."mlda/a.ggvhaxcollector Municipal Contractor's Receipt" Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY 1445972 M C BUSINESS NAME&OCATION RECEIPT NO. EXPIRES AUTOMATED HOME SERVICES INC NEW SEPTEMBER 30, 2017 2010 NW 94 AVE 7488555 Must be displayed at place of business DORAL FL 33172 Pursuant to County Code Chapter 8A-Art.9&10 OWNER- SEC.TYPE OF BUSINESS AUTOMATED HOME SERVICES INC MMC SPECIALTY BUILDING CONTRACTOFCAYMENT RECEIVED 000011303 Y TAX COLLECTOR Category(s) 2 $200.00 08/11/2016 FPPU06-16-021853 This Local Business Tax Receipt only confirms I p y payment of the local Business Tex.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business. Holder mod comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above mud be displayed on all commercial vehicles-Miami-Dade Coda Sec lls-2M. For more Information,visit www.Momidade.00vhaxcollector 008338 Municipal Contractor's Aeceip Miami-Dade County, State of Florida THIS IS NOT A BILL-DO NOT PAY 144733 M C BUSINESS NAME&OCATION RECEIPT NO. EXPIRES AUTOMATED HOME SERVICES INC NEW SEPTEMBER 30, 2017 2010 NW 94 AVE 7488446 Must be displayed at place of business DORAL FL 33172 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS AUTOMATED HOME SERVICES INC MMC SPECIALTY ELECTRICAL CONTRACT§JYMENT RECEIVED 000011303 TAX COLLECTOR Category(s) 1 $175.00 08/10/2016 FPPU06-16-021673 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit w a certification of the holder'squalifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0,above mud be displayed on all commercial vehicles-Miami-Dade Code Sec 8a4711, For more information,visit www.miamidada.gav/taxcollector 0 neo FSG ALwFAROOQ CORPORATION rCONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: Automated Home Services Date: 09/22/2017 Project Name: Howell 1441 NE 102 ST Engineered By:GT Project Desc.: 1441 NE 102 ST Checked By: ®4 Miami Shores,FL 33138 AFC Number: 17-1364 Building Height(ft.) : 15 0000 Design Criteria: 0.0000 00 . . 6006 f + • 00 i, Florida Building Code 2014 0.0;0• 0.00 0.00•6 �,..r r Le ,, y�•. 0000.. • . 6 0000.. ii, Wind Loads are calculated as per ASCE 7-10. • �, +`. ••6••• •6 • 0000 • 0• 00.00 General Notes: ! •6 •6 •. ••0000 •0.600 0 • -Any deviations from conditions shown on calculations or drawings shall be engineered separately. 00:000-0 :'000: • .06.6• -AZ-Farooq Corporation will not provide a letter of compliance/inspection report unless called during instb jlption. -Engineering drawinisare,checked for itructural requirements only. Additional Notes: ArJJ ?VFD DY DATE -Risk category:II 'SEP i Exposure:D ry„ -rnT CT -O COMPLIANCE WI i rl ALL FED'-RAL Disclaimer: f COJNTY nU' F; t\ND - This document is not valid without the embossed seal of an engineer employed byAl-Farooq Corporation. -No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahmad,P.E. 70592 EB C.A.N.#3538 9360 Sunset Drive,Suite 220 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 www.afceng.com I alfaroog@afceng.com Automated Home Services 1441 NE 102 ST Wind Speed(mph) 175 Mean Roof Height[h](ft) 15.00 2010 N.W.94th Ave Miami Shores, FL 33138 Importance Factor 1.00 Height Above Gnd. Level[z](ft) 15.00 Miami,FL 33172 Exposure Category D Horizontal Dimen. of Bldg. (ft) 60.00 " Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.03 Coefficient Kzt 1.00 Coefficient Kz 1.03 Coefficient Kd 0.85 Velocity Pressure Evaluated @z[qz](Ib/ft"2) 68.64 Velocity Pressure Evaluated @h[qh](lb/ft"2) 68.64 Component Size Gcp Coefficients Gcpi Coeffff, Design Wind Pressures(Ib/ft"2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- In Zone ALL Garage Door 85.30 0.84 0.84 -0.94 -1.07 0.18 -0.18 41.8 -45.9 4 .8 -51.5 Z5 AS PER NOA APROVAL #17-0313.10, AN 16'-0" WIDE GARAGE DOOR IS APPROVED FOR: +48 PSF > 41.8 PSF O.K.// -52 PSF > -51.5 PSF O.K.// c.� I� mss: . .. . . . . ... . .. ... .. . . . .. ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAEiQQQ CORP044TION, 19.35$,W.87th AVE,MIAMI FL.33174. TEL:305-264-8100 . . % . . . . . . . . . . . % . . . . . . . . Engineers Seal Engineers Name And Signature Design Date Design Reference Number ••• •••9 j22/V17 2:57:23 PM 17-1364 . . . . . . . . . . see 0 . .. .. . . . .. .. Full Hip Roof Structure 16"Overhang Roof Peak at 16 feet above ground Estimated Roof Mean at 13 ft. See attached picture(s) Bit A� , 0 416 0"/ Subject Garage South Elevation Door ••• •• CgntrgaQtsr: •• Owner: WILLIAM JAMES HOWELL JR TRS • Rutorwated Morse Irvices,Inc. 1441 NE 102 ST �. •: 20i1011V1Z9�th'ilvenuo Miami Shores, FL 33138-2621 acral Ft 33172' •• AL-FAROOQ CORPORATION Tel:(305)5943810 THIS SHEET HAS BEEN REVIEWED . ... Fax: 305J 591-2464 Folio: 11-3205-024-0170 69:08M 1303.(Riliarri-bade) Legal:MIAMI SHORES BAY PK ESTS AMD PB 56-86 TO VERIFY LOCATION OF • • • • •• LOT 21 BL 1 LOT SIZE 85.000 X 113 EXTERIOR GLAZING PRODUCTS • • • QSrage•Door Leca4ons%tl Size OR 17194-3902 04961 COC 23724-1746 06 2005 4 WITH RESPECT TO ZONE 4&5. Septembert 22,2017 Scale:3/16"=110" BY: T DATE: ©� /J� ... ... . 'ALL INFORMATION PROVIDED ' ' ' "• • • . . . . . . . . . . BY CLIENT ' " " • • •• •• ... . . . ... . . 1 2 3 4 5 6 7 8 Complies with the FRC 5th Edition, (2014) REVISIONS u7."It Nl E9tarses ux A+ Awa 1 wu 13'-o'un n'-2. Maximum Door Width 16'.2" F To Bracket End 8 Intermediate Sties,(Backers) NOTE: Track configuration above Al Awa 2 ACeM•wrz.nw wa_,rw""t Top the door o enin does not affect A uvs DETAIL A(sheet 2 o 3) Detail L(sheet 2 o 3) A the wind load noting of the door. m2eL o���"��"a""I' F See char)below forgJaOIy Adeched wfth 8 mm TOC.L•LOa N2pbra. E3 nALEuarn •. ••••.•• A2 .a a gwne.d m PoMranaw re.n ! r DOUBLE STEEL END STILE 16 Ga Galvanized Steel i Detail M(sheet2 of 3) Flag Bracket IA Detail H(sheat2 of 3) t E E Door Height 8 See chart 544"*/-3" 764"+l-3" Jamb Bracket below for other . d door heights DetailF(sheet 2of 3) 661" -3" —— —— —— 884"�/-3" D B 8 "+r-3" O 221' 1 Bottom Bracket End Hinge Strut 8 Strut Attachment Intermediate Hinge A Slide Lock Shown Detail G or Detail C(sheet2 of 3) Detail B(sheet2 of 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) 4"+/-3•� Lock Bars Detail J(sheet 2 of 3) PRODUCT REVISED 101"+1-3" as cornpMn9 with the Florida Jamb bracket quantities shown ore for use with grade 2 or better southern pine Building tad• NOA-nw• 17-0373.90 This product has been tested p `ambs- G G pr per TA5202-94 for static atr pressure. ' irationD •0211112021 Supporting structurol element designs ore to be the responsibility of the professional ExP This product hos been tested per TAS201/203-94 for large missile impact and cyclic wino pressure. of record for the building or structure for the loads listed on this drawing. B Model Number Door Total Total No. StrA Jamb Bddsd Nramm a e Product Contra HT-11&z-'o T1082_12 SERIES Height No.of Sections of Struts ConBquration Side NOTICE: MT 7082705ERE HT 12$212SERIE9 HT 80$280 SERIES HT_0062OO SERIES HT_71 SERIES HT 146414 SERIES 6'-0" 3 3 5 These drawings are a supplement HT 826252 SERIES HT 836283 SERIESKT 7362_73 SER E9 HT 3262_32 SERIES 6'-0" 4 4 5 as stanthedard 00,nordtonly covers SD I"" HT 9D 82_90 SERIES HT8482_e4 SERIES HT 746274 SERIES IIT 3382_33 SERIES 6'-3• 4 4 5 those procedures the very from ��Qr`e,•••,,.����� Design End Center center center Center Im act 8'-8• 4 4 6 standard door installation. It '.r GEN " DoorWk)th !' these specific procedures are not /�,' \ S •.4-- Knew Stiles Sblm Stiles HI eo Stlles Mile- Stlies HIn Rema nt 6'-9" 4 4 SEE 8 followed, the door may not + /av nu„mv 48.0 -5.0 Double 4 2 i YES T-P 4 4 6 perform as designed. 55358 B SHEET +zo•wa+zz 48.0 -52.0 Double 5 2 YES 7�'3" 4 4 30F3 6 *' Ik B+ ts'a'wau'-z 4 0 Double 6 3 YES 7'' 4 4 7 g fttvuwlrr Double 7 3 YES T4• 5 5 7 a�•• uw tnm lz-z ,0 -5 0 Double ,� 5 2 ii. •YF� 7FR' • 4 • 7 ,O ir-ary a,a-r 48.0 -52.0 Double/ 7 3 i i •T-0 • so 5 7 tr 1+•' •zv 48.D -52.0 Double 5 2 8' 4 7ONAL 194rdw,sv 48.0 -52.0 Double 7 3 •YB6 •8'-� • S 7 IMPACT This product hos been evalw�e�E�or use in t - 48.0 -52.0 Double r 5 2 YES • Met—In sectan•hAiight is 24 in. RESISTANT the High velocity Hurricane Zone (HVHZ). /3'-3•orim-r 48.0 -:5-2_0 Double �- 7 3 YES Maximum Icor height is 16 fl. This product is available in narrower saes with the some PSF and constructed as shown. 16'2"HT600,700,2000&800 STILL.SERIES All doors, even those aoove the tested height, HVHZWIND LOAD SECPIONALDOOR A This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the PSF ore ova iloole with jamb brackets or commercial A required for any given site. •.• ••• 4 dlhgle. Th�4b—tit}and dimensional DESIGN PRESSURE+48.0/-52.0PSF locotAn of I* jamb lbradlets/track clips and 3205yvr all DEA•IIMND: WL4600.0194.08.48-52M-D 1111Y. A • • • • the jamb moarRing sNown•obove should be Walaeon,Oh104356 DATEORIC 17J1/14 DRAiNRBF• MVS • • • • •ointa nett. • • • • 419�37�900 • •• • • • • • • • • .ow+au 60011111): See Shed 3 IIIIIIIIE127.I OF 3 1 2 3 4 5 6 7 g ••• • • • • 0:1•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • pMIIAAMIII-DADE MIAMI-DADS COUNTY ►� PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Haas Door Company 320 Sycamore Street Wauseon,OH 43567 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 Miami-Dade County RER-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. RER 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: Series HT 600,700,800&2000 Insulated Steel Sectional Garage Door up to 16'-2" Wide . . 0000 0000.. APPROVAL DOCUMENT:Drawing No.WL-0600-0194-08-48-52M-D,titled"i 6;-2*'I IT 600 070-00j 0 2000& 800 Steel Series HVHZ Wind Load Sectional Door", sheets 1 through 3 of 3, ed 12/01/2E)•11+4,with•••••• revision A dated 01/20/2017,prepared by Haas Door Company,signed and sealed byT11dttlas D. Sullivan, •••; P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice U%cceptA ce number' ' and expiration date by the Miami-Dade County Product Control Section. ••• •' 0000.. .. . 0000. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0 0 •••..• LABELING: A permanent label with the manufacturer's name or logo,manufactuCihAVC:lress,model ' number, the positive and negative design pressure rating,indicate impact rated if applicabre,inst"ati ja "•"' instruction drawing reference number, approval number(NOA),the applicable test ate dams,anA.tte 0 •••• statement reading`Miami-Dade County Product Control Approved' is to be located on the door's sidt,-Jack, 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#15-1104.03 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. N MIAMI•DAC)E COUNTY OA No. 17-0313.10 Expiration Date: February 11,2021 /00 �Z���t� Approval Date:August 3,2017 Page 1 Haas Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.WL-0600-0194-0848-52M-D,titled"16'-2"HT 600,700,2000&800 Steel Series HVHZ Wind Load Sectional Door",sheets 1 through 3 of 3, dated 12/01/2014,with revision A dated 01/20/2017,prepared by Haas Door Company,signed and sealed by Thomas D. Sullivan,P.E. B. TESTS "Submitted under NOA#1S-1104.03" 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 4)Forced Entry Resistance Test, per TAS 202-94 along with marked-up drawings and installation diagram of 16'-2"wide x 8"height HT 600 Series Sectional Steel Garage Doors,prepared by Intertek/ATI,Test Report No.E1289.02- 550-18,dated 12/05/2014,signed and sealed by Justin P. McDonald,P.E. 2. Test report on Tensile Test per ASTM E8,of steel sheets,prepared by Intertek/ATI,Test Report No.E1289.11-106-18, dated 12/12/2014,signed and sealed by Gary T.Hartman,P.E. 3. Test report on Salt Spray per ASTM Bl 17 of,coated metal steel panels,prepared b�"'. Intertek/ATI,Test Report No.E1289.10-106-18,dated 11/24/2014, 4&nod and seal'e% y Gary" T.Hartman,P.E. 00000. 0000 0000.. 000000 C. CALCULATIONS "Submitted under NOA #15-1104.03 0 000 1. Anchor calculations prepared by JB&B Engineering Consultants,LI1G,•doted 07/41/'104 signed and sealed by Thomas D. Sullivan,P.E. •••••• •• • ••••• .. .. .. . 0000.. D. QUALITY ASSURANCE """ '• 1. Miami-Dade Department of Regulatory and Economic Resources(RtR) 0 ••• ••••• E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics of the Rubitherm WP 19669 polyurethane foam insulation per ASTM E84,prepared by QAI Laboratories,Test Reports No.RJ5251F-1 and RJ5251F-2,both dated 01/26/2017,signed and sealed by V.Andrew Tan,P.E. 2. Test report on Ignition Temperature of Plastics of the Rubitherm WP 19669 polyurethane foam insulation per ASTM D1929,prepared by QAI Laboratories,Test Report No.RJ5255F- 1,dated 02/02/2017, signed and sealed by V.Andrew Tan,P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5b edition(2014)FBC issued by JB&B Engineering Consultants,LLC, dated 02/27/2017,signed and sealed by Thomas D. Sullivan, P.E. 2. Statement letter of no financial interest issued by JB&B Engineering Consult a s,LLC, dated 02/27/2017,signed and sealed by Thomas D. Sullivan,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.17-0313.10 Expiration Date:February 11,2021 Approval Date:August 3,2017 E-1 i 2 3 4 5 6 7 8 Complies with the FEC 5th Edition, (2014) REVISIONS !A.3•N of tGtlir7M NR Al 1 YI•.15'-a• Maximum Door Width 16'-2" Al sw+2 waw nalc>M b�",.vnl• NOTE: Track con(igurot ion above A2 z tiew 7 wm�.�Asw,ow.• F To Bracket End 8 Intermediate Stiles(Backers) the door o enin does not affect A hrvs P P 9 x Au•a 5 ww..k.e+lw„e—rw�rmn F Detail't(sheet 2of 3) A the wind load rutin of the door, U •meas DETAIL A(sheet 2 of 3) � se.anon ad4w ror ywmttyy g Aneched wah 3 mm T°G•Ldaad2 plr A2 5 r'°•'°'•aaa''"a.T*�fa'a''rirt' dE A2 3 al.mf••nl P•b•..N•m Mm , DOUBLE STEEL END STILE 16 Ga Galvanized Steel Detail M(sheet 2 of 3) Flag Bracket j Detail H(sheet2 of 3) j E 1 E cc Door Height 8'-Sea Scllartho- 1 541'+/-3" 781•+/_3" Jamb Bracket below for other . Detail F(sheet 2 cf 3) ) door heights r 661„ 3" -- -- — — -- -- -- 38} 3" V 1, ITI I DD B B 223'If-3" 1 Bottom Bracket End Hinge Strut 8 Strut Attachment Intermediate Hinge A Slide Lock Shown Detail G or j Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 al3) Detail D sheet 2 of 3 Lack Bars Detail J(sheet 2 d 3) II ( ) 4"+!-3' PRODUCT REVISED 1011"+1-3' as compfyln9 with the Florida Jamb bracket quantities shown ore for use with grode 2 or better southern pine Nu0ilMdiNneg. d C This product has been tested per TAS202-94 for static air pressure. jambs. 17-0313.10 This product has been tested per TAS201/203-94 for large missile impact and cyclic wind pressure. SupparOng structural element designs are to be the esponsibiEty of the professional E.Elntien D •02/11/2021 0 of record for the buildingor structure for the loods rlisted on this drawing. Model Number l Door Total Total No, Strut Jamb Mam e P oat antro HT 10 A 210:RIES Height No.of cfSUuts Configuration BrkIN HT 708270 SERIES HT 1262_12SRIES Sections Side NOTICE: HT e082_50 SERIES HIT_50 d 260 SERIES HT_71 a 271 SERIES HT 148214 SERIES 6'-0" 3 3 5 These drawings ore a supplement the HT_e262_82SERIES HT Wa 2_53 SERIES HT 736273 SERIES HT 32E232SERES 6'-0' 4 4 5 a to standardd oornand tructions for onlyrycovers ♦�O Pg D�r '�< HT_908290 SERIES HT 648264 SERIES HT 746274 SERIES HT 3362_93 SERIES 6'-3' 4 4 5 those procedures that va from ♦ �� 6'-8' 4 4 6 standard door installation. If ♦♦.r ••0 Desi n Pressures End Center Gaoler Center Center Im act • -y Door Width + sf Stiles S01es Hinges StlpR H M SdIss Hin ea Stiles Hin Resistant 6'-9' 4 4 6 fhese specific procedures ore not : ;• \ S SEE followed, the door may not W�. 48.0 •52.0 Double 4 2 YES T-0" 4 4 SHEET 6 perform as designed. �, 55358 B 48.0 -52.0 Double 5 2 .i y YES T'-3' 4 4 30F3 6 40.0 -52.0 Double 6 3 YES T-6' 4 4 7 48.0 -52.0 Double 7 3 YES 7'�' 5 5 7 ��Q% S : Al 48.0 -52.0 Double 5 2 - /- YSS i'-9' • •E4 7 (48.0 -52.0 Double: 7 3 YPS TJ!' • S 5 7 + '•K.:♦� �'j 1r• zx 48.0 -52.0Double 5 2 7 O i:: 8' 4 1s-s•am la-r 48.0 -52.0 Double •i %. •i 7 3 YSS 8`9 • Z •5 7 1 -r 48.0 -52.0 Double IMPACT This product has been ane Zone use in - .; 5 YES M�kimurrl•se�ian•I�ight is 24 in. RESISTANT the High Velocity Hurricane Zone (HVFR). 1sa•ew fee 48.0 -52.0 Double „ - //; 7 3 YES Maximum door height is 16 fl' 16'2"HT 6110,700,2000&8003TEEI,SERIES Tnis product is available in narrower sizes with the some PSF and constructed as shown. - All doors, even those above the tested height, HVHZWIND LOAD SECTIONAL DOOR A This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the PSF are available with jamb brackets or commercial required for any given site. • • ••• M•ogle- Th•4quantiq and dimensional DESIGN PRESSURE+48.0/-52.OPSF A • • • • IocoRbn of IN jamb•broRkets/track clips and 320Sycanse MAYII1610.WL-0600.0194.08.48-52M•D OEY. A t • • • • th(t jamb mANting 4howP above should be WeUReM,OMO 43$8 Ohointoinlb. • • • • 419337 900 UT90M 12/1/14 RUWK r MVS ! • •• • • • • • • • • .awwe« MODEMS): See Sheet 3 MMFFT:I OF I 1 2 3 4 5 6 7 8 • • IN • • • • • IN • • •• •• • • • •• •• ••• • • • ••• • • 1 2 3 4 5 6 7 8 Complies with the FBC 5th Edition, (2014) II[Y1610 Y5 M.MI and♦nw dt[ 2j- TEK SCREW Al i w••li-o'wu 1r-V 1/4'X 3/4'Hex Washer Head Sell Drilling TEN SCREW Al •w z Aea.e role rn,nw.,,e,.e' DJUSTABLE TOP FIXTURE END HINGE (3 per Bottom Bracket h 2 per Low 1/i X 3/4"Hs.Wasn.r H.,d A2 ,i r Mee,.•3.Na,+r._.yrrv„ j F Ga 4 Ge G.I-rJized Steel p Sit Drepng(3 qr Bohan a 2 Heodro m Top Bf¢ck¢l) p,r A k1.6 Z AlON i NI,rmM eAlen 4ark,l,�/ra/n F PUSH NUT 7/16" -TEK SCREW -BOTTOM BRACKET Adju,tame Inner Bottom Brackets) -c- iglyl, See DEfNt K for a Q o BOTTOM BRACKET E3 :•aa Tara r.4s♦nArucuwr push nut p!oc.menl 1/4'X 3/4'Hex Woa Per q IJ Go GPN'MiZetl Steel 13 Go Cdvanited steel H.ad Sell Orluinq (4 per A2 m vy,�,tnm,Tram Hinge) V LOW HEADROOM TOP BRACKET Q Q ADJUSTABLE INNER BOTTOM BRACKET K SCREW PUSH NUT 7/16" PUSH NUT 7/16 SUSH NUT 7/for"push nut l L X Oti/4'X 34'Hex DETAIL N Push u, See for See mem K for push rut . VVasher Head Soft nut placement plCcemMl placement. Drilling(4 per BOTTOM SEAL BOTiDM SFAL DETAIL A Brak.t) DETAIL B DETAIL C ALTERNATE#1 TO DETAIL C 11 E4(W5 SCREW TEK SCREW TEK SCREW- 1/4'x 3/4'Hex Washer Head E t %3/d'Hes 3' er Head Self Dolling 1/4'X 3/4"Hex 2¢ Sell Drilling(2 per End a Intermediate SIAes) SLOE LOCK(One On Each er Bottom&2 per Washer Head Self 3 1/2'x 5'E S1RUTSide of The Door)table Inner Bottom Drilling(14 per I8ERM1DIATE HINGE 18 Go 70 KSI Minimum .JAMB BRACKET LOCK BARS(see DETAIL Jkets) Bottom&oekets) °r Galwnlzed Seel i• 52�o Calloni:edGalvanized Steel -L OTTOM BRACKET 807TOM BRACK%T SLIDE LOCK or 2 Go Galwdzed Steel 3/16'Thick Peds, oTEK SCREW p LOCK BARS A0.1US7ABLE INNER e1/4'X Head Hex o verticals lro k n Wash.r 3/4'SeH BOTTOM BRACKET Drillin 4 g each aide of thePUSH NUT 7/16" 9( Per Hin e) doorSH NUT 7/16' See AI for BOLT h NUT DTAIL Kforpush push nut pacement. NOTE: The I-0-o! 5"-�•-' 1/4-20 X-/8' TEK SLREW Placement. BOTTOM SEAL the intermediate hinges 3'x 351/4"BRIDGE PUTS Carriage Bolt a 1/4'k 3/4'Hex D BOTTOM SEAL is indicates by the 18 Go 50 KSI MINIMUM 1/4-20 Hex Washer Washer He Sell ALTERNATE#2 ALTERNATE#3 DETAIL D the top oof...h.eec.n. DETAIL E ansae e�the3 mm DETAIL F Bracket) Jamb DETAIL G LD-Ik) (4 p°r sues D TO DETAIL C TO DETAIL C TOG-L-LAC at 4 Comers 1 .'k OUTSIDE • 7 HANDLEMIn. 1b•SGctfon- 171 � PRODUCT REVISED 21"Section-20 1' as compy In9 with the Florida S 1e"Section - n 1' 24'sGtuan-23 9' ROLLER Building Code 21'Section -20 i 2'Diameter Nominal Ten Boll Nylon a/Hordened NOA-Nrs. 17-0313.10 soon TM Bou Steel.Hwdened shag with lL c Iration D 02111/2021 C Ia'Section -23 ( / • � o Minimum Workable Shalt Length Shoran. P (•` By LOCH BARS Engage Mia1e1- a Product Control into t o vwfticol O o o c a trockof in door ch side I—L —�I FLAG BRACKET DETAIL J00 \ Pe.��. S D. `♦ Alternate Lack Conligurolion DETAIL L DETAIL M 0 a 00d+ ..... x<•. MATERIAL 20 W CS Steel, MATERIAL: 16 CA CS Steel, BOLT \CEiY 2 ; G40 Min.Hot Dipped G40+ Mln.Hol Dipped 5/16'X 1 5/8"Log III s�•• Golwnized CalloniZed (4 per Flog Brockel) ' NO 5 358 B DOUBLE STEEL END STILo b E NOTE: JLoads: DOUBLE STEEL END STILE 16 Ca Calvani-al Steel 16 Go Galvanized Steel +384.0 lbs./ft./-41 fi.0 lb,./M. �• 4 fhtoil M(sheet 2 of 3) Detail M(sheet 2 0/3) BOLT 8 NUT v End&Detail I (.best Stiles(Barkan) Min. BLIs Ll(sne.,z al s) Min. /a-zo.s/s"Trak eah O.q�. of I" Attached with 3 mm TOG-L-LOC at 2 places. of i' •• • • • • • 8 7/4-20 Hex Washer Nul �-'Cr' ,,/Ary• • • • • • ! (2 for Harixontol a 2 for ♦ , ' • • • • • • vortical Track) ♦♦j L VVV 1 i 4111111;• ••�4 • ••• •• IMPACT This product has been evaluated for in ) RI ISTANT the High Velocity Hurricone Zone (HVHZ). BOT a WASHER VERTICAL TRACK DETAIL K DETAIL H i 5/L16'X 1 5/8"Lag Bolt&z' 2'N Steel 16'2"HT 600,]00.20(0&800 STEEL.SERIES O.D.x 7 16"I.D.Flat Washer d. there should be a spore f / WOOD JAMB HVIIZ WEJD]AAD SECTIONAL DOOR A NOTE: Jamb bracket mast be in 3'Namind 13 Go H also approved a vertical wood e /J 4'betrveen tT�Grover�p��hh N etails On some views omitted J's.s great o ne zx6(rb as on anemata iamb Costen n• •Atrtlhe oueaid!dgeEl4lll 4� Q DESIGN PRESSURE+46.0/-52.OPSF A ) ay be taunter sunk to proviae do Mier holder%h;c*is set dill fpr clo�ty Double end Stiles and NOTE: Dllorea)• Trot mounting surface. See iamb* • the p•.n Gut. • any hc•dvAre may be required on 3205}xalM DRAMIGNI WL-0600.0194-094&52M•D 10, A The oat .asnv 5 ottochment details an sheet 3 fo • • • s • ,{I� Y 4 Weuseon,Ohb 43587 ¢au'sd far angle mount.na attoeMng jambs to the structyle. •• • • • • jidj i li�ovier doors. 416337.8900 UTEDIR 12J1/14 IIIILRIIT: MVS SECTION B-B •avw.. IIIDDEL(S), See Shed 3 SHEET:2 OF 3 1 2 3 4 5 6 7 8 • • • • • • • • • • • •• •• • • • •s •• 1 2 3 4 5 6 7 g Comptes with the FBC 5th Edit{on. (2014) REVISIONS 11'THICK-HT 600 SERIES rPZTl_H`E=A TO CONTINUE Bc t:try aetnenve an 13'THICK- HT 700 SERIES ER Al t I W.Is'-D'W.1s-r At 2 Atld.d TVLnC iM hn.-.m,unI. I� 2'THICK- HT 2000 SERIES A4 .e-s xe.rwl-m w...aa• F I 3"THICK- HT 800 SERIES A rA•WS M JOe �I�w�•• .n Wit: F 3 cna.X 6 GRADE 2 OR BETTER SOUTHERN PINE JAMBS. CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. STRUT Derail EaGDnmt. jl'OD�har JAMB ATTACHMENT (an..t 2 of 3) e EmUedm Carer an ctmr TxKknAr,Ian oro osPa• ap¢w t.o.aE OPENING wl 1314' 212' 3' 12' 443# HEIGHT E rd 1 3/4' 2 112' 3" 12' 594# MAXIMUM ON r CENTER SPACING TONGUE AND GROOVE JOINT. Sant—Pine am-lag vd 2' 11/2• 4" 12' 645# (G=0.55) 1 1/8'01)washer. FIRST FASTENER 4"to 6' • Spruce Pine FB SIB'Leo'W 212, 2" 4• 12" 705# r ABOVE THE FLOOR (0 -0.42) 11/8•ODwasher STRUT D,WI E . (sheet 2 or 3) NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. D • 25 GA MIN.EXTERIOR DDS OR OPENING D CS STEEL SKIN WITH G40 MIN. WIDTH HOT DIPPED GALVANIZED.WITH EPDXY PRIMER h BALKED-ONCOAT. MODEL NUMBERS POLYESTER PAINT TOPPCOAs, MIN.YIELD: 25 KSI MODEL NUMBERS AVAILABLE TONGUE AND GROOVE JOINT. PRODUCT REVISED HT-14&2 14 SERIES v eom l In with the Florida - Building Code HT_16&2_16 SERIES NOA-No. 17.0313.10 C STRUT Bela LE HT_32&2_32 SERIES Expiration Date 02/11/2021 (,beet 2 of 3) HT_33&2C _33 SERIES By Miami-D d Product Control HT_10&2_10SERIES I 26 GA MIN.INTERIOR CS HT 12&2 12 SERIES I I STEEL SKIN WITH G40 MIN. GALVANIZED.BAKED-ON HT 60&2_60 SERIES �4sss„r r v'see POLYESTER PAINT TOP COAT. - �s_n NSD MIN.YIELD: 35 KSI HT 61&2_61 SERIES TONGUE AND GROOVE JOINT. HT 63&2_63 SERIES N, E NSA 6 HT 64&2_64 SERIES No 55 HT_70&2_70 SERIES -0' gT •*' B STRUT D,to I HT_71&2_71 SERIES 1 V• o lv (sheet 2 of 3) •• ••• • • • •..(1�� .` I • • • • • • • • HET_2&2_72 SERIES �'•,�SS �� > ` FIRE RATFD POLYURETHANE FOAM •• • ••• • a73&2_73 SERIES ��•A��N• , INSULATION - RUBRHERM WP 19669 • • • • • • • • _r4&2_74 SERIES IMPACT This product has been evaluated 'or use •• ••• •• • RESISTANT the High Velocity Hurricane Zone (HVHZ).V ) RIGID/FLEXIBLE PVC BOTTOM SEAL HT 80&2_80 SERIES _ 167'IiT 600,700,2000&800 STEEL SERIES HT 81&2_81 SERIES ----—WIND LOADSECTIONALDOOR A • ••• • ••• 'hT 82&2 82 SERIES + DESIGNPRESSURE+46.0%520 PSF /A SECTION A-A 4SECTIONe SaECRONe 6SEcnoNS 7SECR Is • • • • STRUT CONFIGURATION • • • • •HT 90&►2_90 SERIES 3205)arwr6 eeeiBN6 Mo: WL-0600-0194-08-48-52M-D Icy.A IN • • • • — W ONO 4W GIBTFOBt 12/1/14 nBenNlit MVS • •• • • • t • • • • .4 r. MN9EL(sk See Sheet 3 BNFET.3 OF 3 1 2 3 4 5 6 7 8 a • •• •• • • • •• IS ••• • • • ••• • • 9/22/2017 1441 NE 102nd St-Google Maps Go gle Maps 1441 NE 102nd St i r k Image capture:May 2014 ©2017 Google United States Miami Shores,Florida Google,Inc. Street View-May 2014 <1. https://www.google.com/maps/place/l441+N E+102nd+St,+Miami+Shores,+FL+33138/@25.8693084,-80.1689344,3a,75y,349.51 h,99.11 Ud ata=!3m7!1... 1/1