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WS-17-772 Wo17--"t7Z I i i Permit,NLS. VO4-177772 , Miami Shores Village �`.ParmitT Windows/Shutters 10050 N.E.2nd Avenue NE �', � sa*atjon._W)t1dow/Door RBo)iacem Miami Shores,FL 3313&0000 t4 Permit Status.AP PROVED Phone: (305)795-2204 017 Expiration: 10/0'V2017 Issu ,s 41 Project Address Parcel Number Applicant 243 NE 103 Street 1121360130410 PROSPECT MORTGAGE LLC Miami Shores, FL 33138-2430 Block: Lot: Owner Information Address Phone Cell PROSPECT MORTGAGE LLC 4235 PHILLIPS Boulevard EWING NY 08618- 4235 PHILLIPS Boulevard EWING NY 08618- Contractor(s) Phone Cell Phone Valuation: $ 1,650.00 AEINC,CORP (954)605-8715 Total Sq Feet: 0 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 Review Building Review Building Fees Due Am]$75.00 Pay Date Pay Type Amt Paid Amt Due CCF Invoice# WS-3-17-63399 DBPR Fee 03/21/2017 Cash $50.00 $ 151.20 DCA Fee Education Surcharge 04/04/2017 Credit Card $ 151.20 $0.00 Permit Fee Plan Review Fee Scanning Fee Technology Fee Total: $2 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,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT- ertify that�horize going information is accurate and that all work will be done in compliance with all applicable laws regulating construction and Futherm the above-named contractor to do the work stated. AI April 04,2017 Authorized Mg nature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 04,2017 1 * l'�-q 231 Miami Shores Village Building Department 0 \ZQ 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 \yj� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 51 FBC 200 't BUILDING Master Permit No. �NjS I 1 -7-72- PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Dq3 i'JE 103 slaeg7 City: Miami Shores County: Miami Dade Zip: Q- a Folio/Parcel#: A I3(—013 —0Y 10 Is the Building Historically Designated:Yes NO Y — Occupancy Type: a�. Load: Construction Type:_Moo Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): t� 1"0P a +LLC Phone#: / 34—®77Z Address: 9,,2357 ® jal S' 91-1/0- • I I City: �tG✓/i�� State: I)y Zip: OF619 Tenant/Lessee Name: Phone#: Email: /�� "�� CONTRACTOR:Company Name: f 7—c, C®m!® Phone#: �� ! �'� 7®.5 Address: 3030 - City: �VnLLP1DAI« A-P?1-Gk State: FL Zip: 33007 Qualifier Name: �R��® /W• Liege S Phone#: �� '�71,5" State Certification or Registration 4 C 152 3.?Wo Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 16 5o• Do Square/Linear Footage of Work: Type of Work: ❑ Addition F-1Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: REPLA-tf &M—A'lie I� Specify color of color thru tile: Submittal Fee$C Permit Fee$ i10 CCF$ ` . ZQ CO/CC$ Scanning Fee$ 9 1Radon Fee$ Z DBPR$ 2 Notary$ Technology Fee$ l• (0 0 Training/Education Fee$ Q . 4- Double Fee$ Structural Reviews$ 1 �� i 1 Vl 31� Q-''�Vl'e Bond$ ►a TOTAL FEE NOW DUE (Revised02/24/2014) Bonding Company's Name(if applicable) r 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. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature � Signature OWNER or AGENT CONTRACTOR The foregoing instrument wasacknowledgedbefore me this The foregoing instrument was acknowledged before me this 112 day of h 20 0 -7 ,by ^5 day of d 20 1-7 , by �I EMLI) J"• ��•� who is personally known to djg� 0 ?. L�m0� who is personally known to me or who has produced D.L tib' as me or who has produced TI)4* as identification and who did take an oath. identification and who did take an oath. °°� uq, NOTARY PUBLIC: °o�p..fl��lry Susi Jannelli Carlo NOTARY PUBLIC: <<��m �� Susi Jannelli Carlo COMMISSION#FF897484 = = EXPIRES: July 9, 2010 = COMMISSION#FF897484 Sign: ,, o��sAAMNNOTARY.00M Sign: OQ� MES: Ju 9, 2019 (if -AARONNOIARY.CuIVIF Print: Sqjs. Print: SOS., Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) S as L Miami hores Village '<< Building Department logo 10050 N.E.2nd Avenue _ Miami Shores, Florida 33138 � ,Tee tir�e�y Tel: (305)795.2204 tORiDp' Fax: (305) 756.8972 InsFection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name PROSPECT M ® R T G A G E Date: 03/15/2017 Property: 243 NE 1031d Street Miami Shores, FL 33138 Please be advised that Gerald M. Lewis is an authorized representative and is to act as our Owner/Agent and General Contractor for Prospect Mortgage, LLC regarding this property. As such, any work requested by Gerald M. Lewis to assist in violation curing or building related issues regarding permit requests are done so with Prospect Mortgage, LLC's full approval. If you have any questions, please do not hesitate to contact our Customer Care Department at 1-855-321-7366. Susi Jannelli cado ;��R•' .lam? COMMISSION#RM-141M �r EXPIRES: Juy 9, 2099 Sincerely, WWW.AARONNOTARY.COM Daniel Zoller EVP 15301 Ventura Blvd. Suite#D300 Sherman Oaks, CA 91403 1-855-321-7366 ` r • ' Divi SioN OF CORPORATIONS . , qp f)ff ta'la,'"Sr -'h ;fa' Department of State / Division of Corporations / Search Records / Detail By Document Number/ Detail Entity Name Foreign Limited Liability Company PROSPECT MORTGAGE, LLC Filing Information Document Number M000000O0142 FEI/EIN Number 95-4623407 Date Filed 01/25/2000 State DE Status ACTIVE Last Event LC NAME CHANGE Event Date Filed 02/26/2009 Event Effective Date NONE Principal Address 15301 VENTURA BLVD. SUITE D300 SHERMAN OAKS, CA 91403 Changed: 01/05/2010 Mailing Address 15301 VENTURA BLVD. SUITE D300 SHERMAN OAKS, CA 91403 Changed: 01/05/2010 Registered Agent Name&Address CORPORATION SERVICE COMPANY 1201 HAYS STREET TALLAHASSEE, FL 32301-2525 Name Changed: 11/15/2010 Address Changed: 11/15/2010 Authorized Person(s)Detail Name&Address Title MGR PROSPECT MANAGEMENT SERVICES CORP. 15301 VENTURA BLVD., D300 SHERMAN OAKS, CA 91403 Annual Reports Report Year Filed Date 2014 04/22/2014 2015 03/11/2015 2016 04/11/2016 Document Images 04/11/2016--ANNUAL REPORT View image in PDF format 03/11/2015--ANNUAL REPORT View image in PDF format 04/22/2014—ANNUAL REPORT View image in PDF format 03/2612013--ANNUAL REPORT View image in PDF format 04/10/2012—ANNUAL REPORT View image in PDF format 03/16/2011--ANNUAL REPORT View image in PDF format 11/15/2010 Reg.Agent Changg View image in PDF format 01/05/2010--ANNUAL REPORT View image in PDF format 04/28/2009—ANNUAL REPORT View image in PDF format 02/26/2009--LC Name Chance View image in PDF format 03/28/2008—ANNUAL REPORT View image in PDF format 03/22/2007—ANNUAL REPORT View image in PDF format i 01/10/2006—ANNUAL REPORT View image in PDF format 09/09/2005—ANNUAL REPORT View image in PDF format 01/13/2004—ANNUAL REPORT View image in PDF format 11/21/2003--Amendment and Name Change View image in PDF format 044115/2003--ANNUAL REPORT View image in PDF format 02/2612002—ANNUAL REPORT View image in PDF format { 02/26/2001--ANNUAL REPORT View image in PDF format 01/25/2000--Foreign Limited View image in PDF format ria,ida Depai[ment d State,Mi isi,.-n of Gxporatinn5 e � 2016 FOREIGN LIMITED LIABILITY COMPANY ANNUAL REPORT FILED DOCUMENT# M000000O0142 Apr 11, 2016 Entity Name: PROSPECT MORTGAGE, LLC Secretary of State Current Principal Place of Business: CC3034168146 15301 VENTURA BLVD. SUITE D300 SHERMAN OAKS, CA 91403 Current Mailing Address: 15301 VENTURA BLVD. SUITE D300 SHERMAN OAKS, CA 91403 FEI Number: 95-4623407 Certificate of Status Desired: No Name and Address of Current Registered Agent: CORPORATION SERVICE COMPANY 1201 HAYS STREET TALLAHASSEE,FL 32301-2525 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MGR Name PROSPECT MANAGEMENT SERVICES CORP. Address 15301 VENTURA BLVD.,D300 City-State-Zip: SHERMAN OAKS CA 91403 1 hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath:that/am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605,Florida Statutes:and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:DANIEL ZOLLER EVP& CHIEF OF STAFF 04/11/2016 Electronic Signature of Signing Authorized Person(s)Detail Date State w of Secretary of State Arte_. f FEES �x F ft. and !'I f' Si{ CORPORATE, e :� ,.` r �; • is PROSPECTMANAGEMENT CORP. '� t I: .: L 9 vv':.il. s.i 1 . ^, .�'.] 'x % S �''E r ll3•FJ. -i 59 _ .i Mr:._ �. ' mil I wRp' , 5. . {,YI to �. 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H!. - r, �°?1�'ad' /d" ,4- s d :'"�"i x'i2 ""{... _ ! l . el If 0,11,71Nrh, VFr... dr... �f ine'... - OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:3/18/2017 Property Information Folio: 11-2136-013-0410 .,"'i Property Address: 243 NE 103 ST Miami Shores,FL 33138-2430 �� Owner PROSPECT MORTGAGE LLC h •;y ` ` , Mailing Address 4235 PHILLIPS BLVD „ EWING,NY 08618 USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use E3� FAMILY: 1 UNIT ` Beds/Baths/Half 3/2/0 y�� •Z "�'��`'y �. ' r� ' rn , Floors Living Units �- Actual Area 2,537 Sq.Ft Living Area 1,792 Sq.Ft Adjusted Area 2,178 Sq.Ft Lot Size 9,300 Sq.Ft Taxable Value Information Year Built 1948 2016 2015 2014 County Assessment Information Exemption Value $0 $0 $0 Year 2016 2015 2014 Taxable Value $361,604 $328,731 $261,402 Land Value $199,874 $164,822 $155,872 School Board Building Value $148,578 $148,775 $145,120 Exemption Value $0 $0 $0 XF Value $21,523 $15,134 $15,261 Taxable Value 1 $369,975 $328,731 $316,253 Market Value $369,975 $328,731 $316,253 City Assessed Value $361,604 $328,731 $261,402 Exemption Value $0 $0 $0 Taxable Value 1 $361,604 $328,731 $261,402 Benefits Information Regional Benefit Type 1 2016 2,015 2014 Exemption Value $0 $0 $0 Non-Homestead Cap Assessment Reduction $8,371 $54,851 Taxable Value $361,604 $328,731 $261,402 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Sales Information Short Legal Description Previous Price OR Book- Qualification Description Sale Page 36 53 41 31 52 42 Financial inst or"In Lieu of Forclosure" MIAMI SHORES SEC 5 PB 10-47 12/31/2014 $310,200 29451-2283 stated LOT 17&E1/2 OF LOT 16 BLK 119 LOT SIZE 75.000 X 124 01/08/2011 $250,000 27551-1013 Qual by exam of deed OR 17165-4387 0396 1 03/01/1996 $122,900 17165-4387 Sales which are qualified 01/01/1993 $108,000 15799-2707 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version: PRODUCT APPROVAL SCHEDULE/COMPARISON CHART ADDRESSpY1,Vf-/o;,(y PERMITNUMBER# OPENING ID# DESCRIPTION WINDOW NOA# PRODUCT APPROVAL OPENING DESIGN ROUGH' IMPACT OR DOOR DESIGN PRESSURE PRESSURE OP 40 ---------- T) -D ,"-HAF^ cLL , 74?r cl) A4. rn .:o 243 NE 103RD STREET- PAINT PLAN CONTRACTOR:AEINC,CORP CGC1523276 GARAGE DOOR REPLACEMENT FQONT 54-0 PemueC Pw*dCr—-1-50/®660 Q�c9 L 0 ch�'r •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••. • • 243 NE 1p3�0 STREET ;. ;�. .' 0.0 . . . • . . . . . . .. .. . • . .. .. ... . . . ... . . MIAMI DARE MIAMI-DADE 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.mianiidade.gov/econoncy DAB Door Company,Inc. 12195 NW 98fh Avenue Hialeah Gardens,FL 33018 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 hale.Jis product or material tested for quality assurance purposes. If this product or material fails to perf%m ir6the aceepwalhannes,.the.6 manufacturer will incur the expense of such testing and the AHJ may immediately revok1„»18d$fy,or sYspend the use ot, such product or material within their jurisdiction. RER reserves the right to revoke this avreaptance, ii i is.determintd•• by Miami-Dade County Product Control Section that this product or material fails tc.rnaat•the requirements of3g.: applicable building code. ..••• •• • This product is approved as described herein, and has been designed to comply with edw Florida Btolding C*&V,,•• including the High Velocity Hurricane Zone. 669666 • • '•"' . DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Ifoor ap to 9�-4''Wide w.! . . .•.• 0. Window Lite Option (DP+50.0,-60.0 PSF) • ' • . . . . ...... APPROVAL DOCUMENT: Drawing No.01-09,titled"Sectional Garage Door', s�egts 1 tht•ough 5 of�,...: dated 02/01/2001, with last revision K dated 03/21/2016,prepared by Ai-Farooq CMporation,'sigme� and• • sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT DATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo,manufacturing address, 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 atter 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 renews NOA# 15-0317.02 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera,P.E. NOA No. 16-0330.02 MIAMI#1DE COUNTYIN Expiration Date: August 9,2021 Approval Date:June 23,2016 ' 0 1i -2 Page 1 a DAB Door Com-pane,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under A'OA #09-0128.04" •••• 1. Test reports on 1) Uniform Static Air Pressure Test, Loading pei VBC TA'S202-94 2)Large Missile Impact Test per FBC, TAS..q .� �-�4 • •• .. ...... 3) Cyclic Wind Pressure Loading per FBC, T.A32.03-94 4)Forced Entry Test,per FBC 2411 3.2.1, T�642Q2-94;•• 0 • along with marked-up drawings and installation diagram of a*DAB 824`24 rA 00:00'. Sectional Garage Door with Fixed Windows,prepared by H WOO-L�009 e En*0flAring&..... Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/31/3008, signed and •• sealed by Candido F. Font,P.E. •0000' . . ...... "Submitted under NOA #09-01128.04" •• • "' ' ' 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing, .Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by Hector M. Medina,P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing, Inc.,Report No. HETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. S. Test report on Salt Spray(Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson,P.E. � �0fAa14 Carlos M. Utrera,P.E. Product Control Examiner NOA No. 16-0330.02 Expiration Date: August 9,2021 Approval Date:June 23,2016 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA #14-4814.04" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad, P.E. "Submitted under NOA #09-0128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008, signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) 0000 E. MATERIAL CERTIFICATIONS • • 0000 0 0"" 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovativd Plastics, for tke;Lexan •• Polycarbonate Sheet Products,approved on 12/10/2015 and expiring ori 07/17/15;8 : •••: 2. Notice of Acceptance No. 14-0311.08 issued to Insulfoam LLC "" > � f " �r�aeir .. Insulfoam Expanded Polystyrene Insulation,approved on 03/14/20 4.aild expeiring.on 0•••• 11/29/2017. •••••• • • ••0••0 0000.. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products'tl!0(!, for tlfeir Expanded"." Polystyrene Block Type Insulation,approved on 11/10/2011 and Veivrk on 01/11/2017. 00 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products:LLf...,`for tl it•:• •• , Dyplast ISO-CI Pol isoc anurate Insulation approved on I I/10/2 P aDd ex qui on :"": DYP Y� Y pp '41. Pi'� g 01/11/2017. 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA #05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G 155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing, Inc.,Report No.HETI 04-A002,dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc., Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by J. L. Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016,signed and sealed by Javad A hmad,P.E. Carlos M.Utrera,F.E. Product Control Examiner NOA No. 16-0330.02 Expiration pate:August 9,2021 Approval Date:June 23,2016 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . 0% . . . . ... 7-1/2"X 36 X 4071 GASP/.STEED•• •• •• ••• TOP TIXTURE 5-1/2"X 2-3/4•X 0.1• It • r64D RQ&LER ONGE • • _�_ • • STEEL PLATE WITH ONE 5/16-1r MS W/NUT W 0(6}•#i4 %•/8'SMS-t �� • • - iENDSTILE WITH OPTIONAL DOOR VIEWER �WITHOUT•iELwON lLEf.'E(SIG.) Y (6) ((14 X 3/4'SELF DRILLING SCREWS -TO BE INSTALLED AT0WITH DE LRON SLEEVE•(OPTIONAL?•r •v • CENTER STILE CENTER STILEmAm so Y,AN __ �071' rI'' 88GALV.S X 2-1/4'X INGE + rEap GAt.V.STEEL CENTER HINGE Y .,I W/(4)#14 X 5/8'SMSWITH DELRON SLEEVE(OPTIONAL) 8GLOCK2/DOORooo °I i i'W X .15'THK.LATCH 'VI -oto ft STANDARD LOCK \\ SPRING LOADED SLIDE BOLT (80TH SIDES) -- O FASTENED W/(a) g14 x 1/2•S.M.S. -- 5/8"MtN. LOCK ENGAGEMENT n Lj M GDNFORMS TO SECTION 1008 REGARDING GARAGE`MORS _j ------------ DO W DOOR HEIGHT CONSISTS Of I T .158 OIA GALV.AIRCRAFT TYPE i ` i ® \ e Z 6•-8" 2 SECTIONS 1r'2 SECTIONS 21' CALF 8:NICO-PRESS SLEEVE \t! `\\ OPTIONAL VENT I- A O j C1 s 7' 4 SECTION 78" 3 SECTIONS 27' W/M%4. 5 TO t SAFETY FACTOR+ tr tl (3)5"WIDE AT 7'O.C. MAX. -OPT10NAl FLUSH FACE U f Z N 7' 4 SECTIONS 21'- i y( _ _ p OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN w o 7'-G' 5 SECTIONS±e'- i1 r1 i 120 SO. IN. COLONIAL DESIGN In m n 6"X3"X0.1' 1 r 7'-9' 4 SECTIONS 18•1 SECTION 21' \,, % \\ N-m STEEL PIATE \ MAX.MADOOR WIDTH 8' 3 SECTIONS 18'2 SECTIONS 21' WITH (2)eta X 5/8"aMs ® ` Xf a %r 81-31 2 SECTIONS is"3 SECTIONS 21• 8'-8• 1 SECfiUN t8' 4 SECTIONS 21' a'-s 5 SECTIONS IT"- BRACKET BRACKET INSIDE ELEVATIO(� s• 6 SECTIONS 18'- STD. UFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR W-3" 5 SECTIONS t8'1 SECTION 21' DOOR OPTION 9'-6' 4 SECTIONS i8'2 SECTIONS 21• V-9' 3 SECTIONS 187 3 SECTIONS 21` 7-7/8'X 3-1/8'X.010" �_...._...__... d o t0' 2 sECDONS 18'4 SECTIONS 2/ STEEL-PLATE DAB DOORS INC. p€A 10'-3' i SECTION 18` 5 SECTIONS 21 CENTER STILE WITH{4}X14 x 3/4'SDS Hurricane Master®Mode! 824/811: L g 10'-6' 6 SECTIONS 21'- I Max' Size 9'-4' X 18'-0" High 10'-9' 8 SECTIONS 16.1 SECTION 21" OUTSIDE $14 X 3/4"SELF DRILLING SCREWS MAY BE USED J g IT' _5 SECTIONS 18,2 SECTIONS 21• N1WOLE --ENO STILE IN LIE OF X14 X 5/8"SMS ;With Window Lite Option IV-3- 4 SECTIONS Ir 3 SECTIONS 2t' 11'-5• 3 SECTIONS 18.4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING m + 50.0 PSF II-9'----2 SECTIONS/9'5 SECTIONS 21• ° r1LN_&1 AR GUIDES - 60.0 PSF IY 1 SECTIONS t8'6 SECIIONS 21' ED ON END STILE t2'-3' 7 SECTIONS 2+'- 4)jt4 X 5/8"SMS GENERAL NOTES PRODUCT RENEWED as complying with the Florida 12'-e'_ 6 SECTIONS 18"2 SECTIONS 27' c I 12'-9' 5-SECn0NS fe'3 SECTMNS 21' ` ST X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Building Code 0 _13:____ a SECTIONS te'4 SEGTIOPIS 21• ENGAGES IN TRACK REOUIREMENTS OF THE 2014(STH EDITION)FLORIDA BUILDING CODE INCLUDING NOA-No. 76-0330.02 (�1 13'-3' 3 SECTIONS 18'5 SECTIONS 21' ON EACH SIDE OF DOOR HIGH VELOCITY HURRICANE ZONE(HVHZ). I 13'-6' 2 SECTIONS 18.5 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Expiration 08/09/2021 J`111111,�Tr�4�� I i.E 13'-9' 1 SECTION 18' 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONAL) dam••-•. I o ! ': ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ' ta' i8 SECTIONS 21 - LOCK BAR LOCKING SHOWN ORE5584G OR STUCCO. By SECnONS_te'3 SECTIONS 21` ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS,NUTS AND WASHERS SHALL DE ZINC PLATED CARBON STEEL d Product Control 'v1 a E• of 0692 Y, ta'-8' i5 SECTIONS 18'a SECTTONS_21" LOCKS SHOWN ABOVE 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN ts'-9•,,,__:a__SECTIONS 78'5 SECTIONS 21' THESE DETAILS ARE NOT PARI OF THIS APPROVAL - 15' 7 SECNt)NS 18`r SECTIONS 21• 15 3_ 2 SECTIONS 18"7 SECTIONS 21• 5. A LOAD DURATION INCREASE 15 USED IN DES"OF ANCHORS INTO WOW ONLY. ®•• �� W drawing n0. 15 II 1 SECTION 18' 8 SECf1IN15 2t• 1. SECTIONS 21'- DOOR-ESTED IN ACCORDANCE WITH THE REQUIREMENTS of FLORIDA �� $••.O�DI;••��\�� t O—09 16 6 SECTIONS SECTIONS 21' ASTM IEC7888o05/AS'M E1999S--Q0,1 k TAS-203 FOR HVHZ __ (sheet t of 5 1 . . ••.• • • . ••• .. .. . . .. .. . . . ... . . . . ... • .. �• . . . . .. • • • • • • • • • 24 GA STEEL PANEL a: poi • • • • •• • • • 3/16'ALUM RNE75-' • • ••• ••• ••• • L/ O Cyj l'.:Q FLAP'S BENT OVER PANEL i Q A �I •• • • •• • • •• •• o ••• �O � • • • • • • I O" 0.0 . . . • i a. 0 um 1/2'PUNCHED HOLES__/ 0 o -.024'STL PANEL 0 4'O.C. i a0.220 g a 11 c4 a�ti OUTSIDE OF DOD a'a s y i Q'�NO Iy' i �IL n �_ :.•, I r ZZa O•g � STEEL TRACK BRACKET FASTENED SDUD BRASS DOOR VIEWER ~ (° TO WOOD JAMB N4TH RY 'SCHLACE SECURITY HARDWARE` ' 5/16'X 1-5/8'LAG SCREW INSTALLED IN 9/16'DIA. HOLES IN CENTER STILE (FULLY THREADED) POSiTWNED AT EYE LEVEL SEND STILE o! 00 ONE PER BRACKET O ANCHORS AT TRACK BUCKET: o M OPTIONAL STOP MOULDING A),7/8'Dbl POWER-HOLT RY'POWERS ''i n BY DOOR INSTALLER Q FOR CONNECTION OF WOOD BUCK 2'MIN.EMBED INTO CONCRETE Q TO MASONRY SEE NOTE ON SHEET 4 1-7/8"MIN.EDGE DISTANCE #14 X 5/8"SMS 3/4'X 2-X 2-1/2"X 18 GA STEEL R Z m 6 PER HINGE B),1/8" x cl FTvc RY'HI r' Z m END STILE,CONNECT TO PANELS WITH o0 W 1/2°X 1-3/4"X.059'FORMED STEEL FLAPS AND 3/16'ALUM RIVETS '.-1/4"MIN.EMBED IMO CONCRETE OR FILLED BLOCK ¢¢J (ry os p ! SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/6"MIN.EDGE DISTANCE INTO CONCRETE z 2 0.55 S.G. .i ' EDG DST' END STILE WITH 3/16'POP RIVETS• 12"O.C. 4'MIN.EDGE DISTANCE INTO FILLED BLOCK 1= O 2i I - U p S m 1-7/8'X 2-5/8'X 045'STEEL EOC>E CONCRETE rc=3000 PSI MIN. N In ° CENTER STILE.GLUED AND RIVETED C-90 GROUT FILLED BLOCK I'm= 2000 PSI MIN. -� TO PANEL W/(4)3/18°RIVETS DISTANCE Q r u . 1 1/2"MIN. POP RNETS-X } I '\ U)14%5/8'S.M.S. -"11r3/16 _ � �--------, 1 I 4/HINGE °�, .°s 1 >1 j 1.9"X 2.19'X 3.3"X.102' ¢ I ANCHOR TYPE P OR B STEEL TRACK BRACKETS 1 5 E SHEET BRACKET1) PER R BRACKET SPACING I SEE SHEET 3 FOR SPACING — o i$$' Il I 7-1/2'X.OJt" m-{ ___�_...._. (lJ 1 ._._._..........— rI--11/4-20 SS 8CU&NUT 4 o_vo,ou STEEL CENTER HINGE 7-1/2'%3"X .071" 7/16'PUSHNUT, SECTION B-B END ROLLER HINGE INSTALLED ON ROLLER SHAFT tttilAff. ?� �2gie INTERIOR SIRE 1.82"Dv x.50'STEEL ROLLERS(STD.) PRODUCT RENEWED iy�eNSE �' n I STEEL TRACK 1.82•DIA. X .50"NYLON ROLLERS(OPTIQNAL) as coitur lm with the Florida 14 GA.X 2-1/8°X 1'(STANDARD) Balidim3 tLod_e_ 2.75'DIA. X .50"STEEL ROLLERS(OPTIONAL) 70682 1 1Z GA.x 3-S/1s"X 1-1/2'(OPTIONAL) OA-No. 16-0334.02 - E' o aT FASTENED TO TRACK PLATES 2.75'DIA. X .50'NYLON ROLLERS (OPTIONAL) - $ L .1`T= o v W/1/4-20 x 5/6"TRUSS NO, WITH 5"STEM Entdratlon 08/0912021 i 1 __ SLOTTED M.S.&LOCK NUT (�drawing By i Mla a Product control ,�g+ °fop:�C9��1 ! a 1—09 j • i�iS®�'`�@.1�� (sheet 2 of 5 . ... ••• .. .. • • . .. .. . . . . . . . . . . . ` POP RNETS • 06* • • • 2 X 2 X 1/8"HORIZ.ANGLE --(^ rml 2' /f 5,+i 6'•t( 1-5/•'LAG 96REIS IDIS WOOD 01+• HORIZ.TRACK SUPPORT, SPOT WELDED TO HOR12.TRACK (� lu 1a _ 2-3/4"X 5-1/2'X 3"X .104' 01 • • • • 5/16.6SLEE�ANC.�RS • • CENTER SUPPORT REOD. ON DOORS @Ad la DALV.STEEL • WFH TWO WELDS AT t-1/2'APART /� i • • N1RH•1-1/4' MED IN MASONRY EX�EEOfNC, B FT. iN HEIGHT-` FIRST AT 3'O.C. Atl /TOP ROLLER BRACKET ON EACH SIDE - • • • • • 3 P BRACKET / 1{ A-�-i REST AT 9"O.C.-- �- 1 /TOP W/(6) a 14%Sj8'S.M.S. • • ••• 000 • CONNECTED TO FLAG BRACKET ANCLE Z m m p .090 THH. GAIN. STEEL ADJUSTABLE W/3/e-16 X 3/4'BOLt&NUT y p SLIDE tASTENED TO BRACKET 2-1 f2'% 4-1/4"% 13 GA. STEEL PLATES - AND 10 SPRING SHAFT GUIDE WITH 'SLIDE X 3/4"HEX HEAD _ _ WELDED TO 1-1/2'X 1-1/2"X 14 GA.ANGLE -- A--- (2) 1/4-20 X 5/8"BOLT&NUT M.SCREWS&NUTS. •�ITH•4• FASTF�F�To ��• ' Q ? V' TOP BRACKET • •()•'/4i?0.55.•B Lj k*JUTS • -- HORIZ.TRACK LENGTH = O.PENING HEIGHT PLUS 12 Q'� (STANDARD) - "\ • ••• • • • + •• •-' ---- -....__ IL tY m TOP BRACKET • • • • • • • • • w at (OPTIONAL) •• • • • • • 000 •4 l VERTICAL TRACK_,% F C \ LOW HEADROOM DOOR r14 GA GALV.STEEL TRACK 2-1/8"X i'x.080' V p uT ai N W \ HORIZONTAL REINFORCEMENT SECTION A-A Q'&¢M 8 w t GI UED TO 3/44L RND FASTENED TO MED2"X 5-i/2'X.104" a O C GALV.STEEL O°3 C m a VERTICAL EL SrnES WITH FASTENED WJ((4}g 74 x 5/8•S.M.S. ETffl I (2)3/16'POP RIVETS 70P ROLLER BRACKET FOR ! LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS LL Z H=o, o ! HORIZONTAL REINFORCEMENT HEIGHT IST 2ND 3RD 4TH 5TH ST 82 { 83 64 BS 86 87 B8 1/2"X 1-3/4•X.059'FORMED STEEL 6'-0" 18'18" 76" 16" /A 1"TO 2"17-3/4' 23" 34` 45" 56" r- CLUED TO PANEL AND FASTENED TO ._........_.. --...........__ _..... j VERTICAL STILES WITH 6'-6' 11'18' 18 21' /A 1"TO 2"t t-3/4" 23" 34` 45` 56" 67^.... - — �./(2)3/16•POP RIVETS UT T-0' 21"21" 21"21' /A 1"TO 2"11-3/4' 23' 34" 4S 56" 67' - - - ------ T-6' 18'18" 18` 18' 78'1'TO 2"71-3/4' 23' 34" 45" 56" 67" 78-1/4" V 5/16"MEETING RIB 8'-0" TETF,78"18" 21"1'TO 2'71-3J4"! 23" 34' 45" 5b" 67" '78-i/4" _ --SEC-TIONS ARE NUMBERED STARTING AT THE BOTTOM 1.82" DIA x .50'ROLLERS 0_ rif.44 DIA. X 4-1/4'STEM �� FOR DOORS MORE THAN 8 FT. NIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. 0 p OPTIONAL INSULATIONS: o Yom'IYPLASi PRODUCTS t I C' w p V ¢I,�. EPS-EXPANDED POLYSTYRENE o 0 2 I L9"X 2.19'X 3.3"X.090' U DENSITY= 1.05 PCF STEEL TRACK BRACKETS Z N N.ROA#11-0926.07 m 2-3/18"HIGH N m ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH ¢ ` ) 1/4"BOLTS&NUTS. Z Q' 0 DENSITY=2.0 PCF 1 o O-,3 d - --NDA {711-0926.06 m W Q Z OR BY'CELI.OFOAM NORTH AMERICA' 19 _^ _ DENSITY- 1.03 PCF m ai ai F!`t N.OA 015-1203.04 O _ OR 6Y DENSITY -O.9 LLC' Dc'N'STIY=0.92 PCF El yy�� N.OA a14-0311.08 n� 0 \14 CA GALV. STEL ROLLER HINGES FASTENED u�¢ W/(4)#14 X 5/8"SMS m m Yl o& DRAWING ROLL FORMED STEL PANEL MN.YIELD STRENGTHDUALITY - 34 KSI o WITH PRIMER AND HAKED-ON TRACK CONFIGURATION ; $ POLYSTER PAINTED TOP COAT 3 N APPLIED TO BOTH SIDES OF STEEL c mml29&: o VERTICAL LIFT HIGH uFf STANDARD IJFT LOW HEADROOM o oma F N DWBLE TRACK - AVAILABLE TRACK OPTIONS 12 GA.GALV.STEEL y}IIIH BOTTOM BR X 5/TENED ``y yt lrrr�r�' PRODUCT RENEWED as complying with the Florin c r I Building a T6592 •.,t`u% (o `y'f BOTTOM SEAL OPTIONHoa-Mo. 16-0330.02 S —SEE SHEET a 48/09/2021 - Explmtl � drawing no. + ��__ title a By— mProduct Control %�,g+��'OR1°A•' cc9��` 01 09 SECTION A-A ' 7rrrntu+tyt� sheet 3 ot..� . . .•. . . . ... .• .. . • . .. .. . • • ••• • • • • ••• �` 't 3 4• •• • REINFORCEMENT \` • • • • •• f• • r` m j'� \ E •\¢ • • • • • • FORM.D S IF ELL X.058" \\ • • • �Y1 • • • • • SELF DRILLING#5 REINS O, _z 1-1/2"MIN, • ` I ••• ••• ••• • OR i SEeIF DitILLING SCREWS � j l OCE 01ST. 1 g m / 1 3/16"'RNEX'STEEL RIVETS Z q wI om ;G(m \ ' MULIIGRIP W/DOME HEAD 16"'Rh'EX'STEEL RI4'ETS g /_.1 AT 48"O.C. c A MIiLTIGRIP W/ODM_ HEAD n �t4 I \ I ! •• • • • •• ••• •• REINFORCEMENT AT 48"O,C. Q 1 i ~`\ / \`' f ••• 1 • • • •• i• 1 /2'X ?-3/4"X,058"- -....._. O IN .61 2BY 1/4"D14.LAC SCREWS e i 1�1-yLy tiaG eC•EeS • • FORMED STEEL + Iy WOOD BU 11''\\ AT 6'FROM ENDS 200000 B' I • �-Ai 6'•RO•EFTS ! i • 01 1 \ AND 19'O.C. MAX. i \•�\ • A11D 19'eO.C.IR%.• 00* •• 08 u W'STRIP ADAPTERpy ALUMINUM _W'STRIP ADAPTER d O c j i STEEL 0 < .rodOi RUBBER W'STRIPPINGt4 I RUOBER W'STPoPP!NG It ID OSD -� .040 U.Z W f—� .s3a 700 ta a 24 Sas IQt�mE AOTTOM SEAL OPTIONS OPTION 'A' OPTION '8' WOOD FUCK CONNECTION TO WOOQ SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) p o THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT O U) TO WOOD STRUCTURES.IF THESE METHODS ARE F'Ot.LOWEO NO ADDITIONAL CALCULATIONS/DESIGN w WILL BE REGUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECON,INSTALLATION MAY BE ANCHOR SPACING _ (j i VEMFIEO AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE IST. U Z 3 8 HILO SLEEVE BY'HILT]' CONIC. 1-i 4 _8' 1-5/8 W W" 3 8"HLC SLLEVE_BY-'MLTP Fl BLOCK 1-1 a" 8'- 4' 3 8"OYNABOLT BY I CONC. i-1 2 e_ 2- 0z Of O 3 3 'OYNPBOLT BY'I Flit FIT DOCK 1-1 2" 8' 2-1 4 5/16'x 1-5/8- STEEL STRUCTURE BY OTHERS P O Z / 3 8"POWER-BOLT BY POWERS• CANC. Y 8' 1-7 8 U LAG SCREWS MUST SUPPORT THE LOADS IMPOSED W O AT 12"O.C.7 ��\OR�� 3 8 SLEEVE-ALL BY SIMF50N5 CONC. 1-1 2 8" 1-7/8 UT W v / CONCRETE Vc-3000 PSI MIN. i J C-90 GROUT FILLED BLOCK V. 2000 PSI MIN. i O N= r 5/16"DIA.BOLTS i WITH WASHER&NUT WOOD BUCK CONNECTION TO MASONRY " \ % t- PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO AT 12'O.C.MAIL EDGE DIST. GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH I % 1/4'ULTRACON BY'ELCO'WITH SPACING OF 11 sP q' T5"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED - i6'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 2-1/2'MIN.EDGE DISTANCE 1 T-1 4"X 2-1/2"X 14 GA I c 1-1/z' ---coNNr/.STEEL ANGLE 1/4'TAPPER BY'POWERS'WITH SPACING OF 14"O.C.TNTO GROUT FILLED BLOCK WALL.WITH 1-1/2'MIN.EMBER 12 GA GALV STEEL 0 3 16'O.C.PITO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED FLAT BRACKETS 33'LONG 2-1/8'X 1"X 14 GA. m o 7/16"X Z-1/2 V 3"bilN. EDGE D757ANCE GAL.STEEL TRACK �s z FILLET WELDS AT 12'O.C.IN DOOR OPNG. FASTENEO TO TRACK PLATES 3/8"CONFLEX BY'ELCO'OR AT 12"O,C.MAX AT 18"O.C.ABOVE DOOR OPNG. J�—Wl(2) 1/4-2DX5/8`TRUSS HO. 3/8'LOT BY'TIW WITH SPACING OF CONNECTED TO CONT.ANGLE SLOTTED M.S.&LOCK NUT 24"O.C. INTO 30DO PSI CONCRETE,WITH 2-1/2"MIN.EMBED W/(3)SPOT WELDS AT EACH SSE ^ 2"MW.EDGE DISTANCE GONTINULnlS ANC-LE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK 3/8'HLC SLEEVE 8Y'HILTI'WITH SPACNG OF TO M@000,BUCK TO STEEL TO CONCRETE AND FlI LED 81 DICK •S = 8"O.C.INTO GROUT FlLLEO BLOCK WALL,WITH 1-1/4'MIN.EMBED,4'MIN.EDGE DIST. 18"O.C.INTO 3000 PSI CONCRETE,WIM 1-1/4"MIN.EMBED AND _ 2-1/2'MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION PREPARATION OF JAMBS BY OTHERS �`� ' FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VOW-Y PRODUCT RENEWED ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Budding Ina ith the Florida BY DOOR SYSTEM. 1 FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF NIDA-No, 16-0330.02 a� LL'. _ o N�g 9 RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. Fapiration le 081D9/2021 ....�_._ ®, ��, (droWing no. MAXIMUM EXTERIOR(+)LOAD PER JAMB (9.33' X 50 PSF)/2=233.3 Lbs Per FIL 6A Product Control moi.. . Da1CP. ®�` 01-09 Y �A1 `� ------ MAXIMUM INTERIOR(-)LOAD PER JAMB=(9-33'x60 f'SF)/2=279.9 lbs Per Ft '�,/S7�TIIIILIt�1`` ,.sheet 4_pf 9 • • ••• • • • • ••• • • • • • •• •• • .Spo I 2s0 [] • • • • • • • • • *PLASTIC COMPLIES WITH DOOR PANEL • •• CHAPTER 26 OF FEC I 24 GA (.024)STEEL MW. • • ••• ••• ••• • SEE EVIDENCE PAGE Z `m 0 M� 2 a •• • • • •• ••• •• 1.765 1.725 7/16ON.WASHER • • • • • • • • • 1 ! I ! ! O p F7/16* ... . . . . .. 0a IL N (w #8 X 3/4"SMS 21 3/4` U p pj /;'� 3/8 'FROM ENDS MAX. ( .176 �- '�-.8G0! C m= p I`A i ! I 'f AND r o.C.MAX. wow.wmrM I O IL a 0 * EXTERIOR FRAME INTERIOR FRAME m a tv (a)�8 x 3Ja'SMS i to 1/8" ! RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION I Q 1-3/8"FROM ENDS J MAX. i LLZ AND 6-1/2"O.C.MAX. Si m a D.LO. j 6 p g I (QwmE !1! -175 x.062 DEEP •. GROOVE I `111 cr Cp f ,III 1/4°POLYCARBONATE LEXAN ! ul r7 !i1 BY'SMAC,NNOV -PLASTICS' W ) I!1! NOA$15-0915.08 _ t7 7n O o W ° % ED < b 1 3 z o 1 1 0 C¢? m 1- 0 Z I ' Iia I r II If I 175 X.062 DEEP Eil . G 1111 GROOVE N IIF' a= Y (4)#8 X 3/4"SMS INSIDE ELEVATION lip V i11 i ® 1-3/8"FROM ENDS u` ,° RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 2 AND 6-1/2'O.C.MAX. ga x 3/a-sits WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION `! C I LA 3/8"FROM ENDS 175 X.062 DEEP f I AND 4-1/2'O.C.MAX. - `GROOVE • °1 - o� I _ L �I g8 x 3/4"SMS , 0 3/8"FROM L:, EN AND 7.O.C.MAX. Florida PRODUCT RENEWED 7/16"DLA.WASHER Omth30.02 J 9�• ..f,aFt �� oo y DooR PANEL EXTERIOR Expiration D 08/09/2021 24 GA.(.o24J STEEL MIN. DOOR PANEL i 15 t8"MIN. I -24 GA(.024)STEEL MIN. / O.L OPC, BY tE OF ;.owing no. GLAZING BITE dliamt Product Control p �' - WNODw WIDTH ' ��, OR{D 01—OJ j ��fhfnuyLl sheet 9 of-5) APR 4 nil WS 11 -�-7 Z, NK L D0,P.E. 1 .549 ren . CE 7 10 FBC 5TH ED . (201 DESIGN PRESSURES PSF �� 07/01/20 OPENING MEAN ROOF HEIGHT 1 PERMIT 8'z 6 15,_0" 136.5 1360" +37.4 +37.818.4 +38.2 2380„ +39.0 239.4 24'-7 25'-0" GARAGE DOOR D E S-�G N MCI n ' f +36.0 +36.5- +36.9 +37.4 +37.8 +38.2 +38.6 +39.0 +39.4 +39,7 +40,1 ,� 45.5 -46.1 -46.7 -47.2 -47.8 -48,3 -48.8 49.3 -49.7 -50.2 -50.6 N o p +35.6 +36.1 +36.5 +37.0 +37.4 +37.8 +38.2 +38.6 +38.9 +39.3 +39.6 v u -44.7 -45.3 -45.9 -46.4 -46.9 -47.4 -47.9 -48.4 -48.9 -49.3 -49.7 LL w 8'x 8' +35.2 +35.7 +36.2 +36.6 +37.0 +37.4 +37.8 +38.2 +38.5 +38.9 +39.2 PRESSURE CHARTS X 8'X10' -44.0 35. -45.1 -45.7 -46.2 -46.7 -47.2 -47.7 37.9 -48.5 -49.0 (WORST CASE DESIGN PRESSURES) Z e'H M3� +34.6 +35.1 +35.6 +36.0 +36.4 +36.8. +37.2 +37.5 +37.9 +38.2 +38.6 -42.8 -43.4 -43.9 -44.5 -45.0 45.5 -45.9 -46.4 -46.8 -47.3 -47.7 S^ W +34.2 +34.6 +35.1 +35.5 +35.9 +36.3 +36.7 +37.0 +37.4 +37.7 +38.0 w a W z 8'x12' 41.9 -42.4 -43.0 -43.5 -44.0 -44.5 -44.9 -45.4 -45.8 -46.2 -46.6 DESIGN PRESSURES(PSF) WIND VELOCITY = 175 MPH 00 z +33.4 +33.9 +34.3 +34.71+35.11+35.5 +35.9 +36.2 +36.6 +36.9 +37.2 OPENING MEAN ROOF HEIGHT I I 0 W 8'x16' 404 40.9 41.4 -41.9 42.4 42.9 43.3 43.7 44.2 44.6 44.9 SIZE 15'-0" 1_6L-_0-j17'-0"j 18'-0" 19'-O" 20'-0" 21'-0" 22'-0" 23'-0" 24'-0" 25'-0" EXPOSURE C , Kd = 0.85 +35.7 +36.1 +36.6 +37.1 +37.5 +37.9 +38.3 +38.7 +39.0 +39.4 +39.7 +34.5 +35.0 +35.4 +35.9 +36.3 +36.7 +37.0 +37.4 +37.8 +38.1 +38.4 9'x 6' 14'x 6' -44.8 -45.5 -46.0 -46.6 -47.1 -47.6 -08.1 -48.6 49.1 -49.5 -49.9 -42.5 -43.1 -43.7 -44.2 -44.7 -45.2 -45.7 -46.1 -46.6 -47.0 -47.4 ly +35.3 +35.7 +36.2 +36.6 +37.1 +37.5 1+37.81+38.2 +38.6 +38.9 +39.3 +34.1 +34.6 +35.0 +35.4 +35.9 +36.2 +36.6 +37.0 +37.3 +37.7 +38.0 DESIGN NOTES o 9'x 7' 14'x 7' O 44.0 -44.6 -45.2 -45.8 -46.3 -46.8 -47.3 -47.7 48.2 -48.6 -49.0 41.7 -42.3 -42.9 -43.4 -43.9 -44.4 -44.8 -45.3 -45.7 -46.1 -46.5 5T"ED.FLORIDA BUILDING CODE(2014),ASCE 7-10 O Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1 tp +34.9 +35.4 +35.8 +36.3 +36.7 +37.1 +37.5 +37.8 +38.2 +38.5 +38.9 +33.8 134.2 +34.7 +35.1 +35.5 +35.9 +36.2 +36.6 +36.9 +37.3 +37.6 h-0.00256*Kz*Kzt*Kd*V*V U 3 9 X 8 43.4 -43.9 -44.5 -45.0 -45.6 -46.1 46.5 -47.0 -47.4 -47.9 -48.3 14'x8' 41.0 -41.6 -42.1 -42.7 -43.1 -43.6 -44.1 -44.5 -44.9 -45.3 -45.7 p= h Gc 1� 9 (( P)-(GCpi)), GCpl=+-0.18 z a +34.3 +34.8 +35.2 +35.7 +36.1 +36.5 +36.9 +37.2 +37.6 +37.9 +38.2 +33.2 +33.6. +34.1.. +34.5 +34.9 +35.3 +35.6 +36.0 +36.3 +36.6 +36.9 EXTERIOR(CORNER)ZONE 5 USED THROUGHOUT TABLE p 9'X 10' 14'X 10' OVERALL TRIBUTARY AREA USED FOR RESULT 42.2 -42.8 43.3 43.8 44.3 -44.8 45.3 45.7 46.2 46.6 -47.0 -39.9 -40.4 -41.0 -41.4 41.9 42.4 42.8 43.2 43.6 -44.0 -44.4 I-- 'o x 1� +33.9 +34.3 +34.8 +35.2 +35.6 +36.0 +36.3 +36.7 +37.0 +37.4 +37.7 +32.7 +33.2 +33.6 +34.0 +34.4 +34.7 +35.1 +35.5 +35.8 +36.1 +36.4 GENERAL NOTES Op�w� 9'x 12' 14'x 12' 41.2 41.8 -42.3 42.9 43.3 43.8 44.3 44.7 45.1 45.5 45.9 -38.9 -39.5 40.0 -40.5 -40.9 41.4 41.8 42.2 42.6 43.0 43.4 1,THESE CHARTS ARE NOT VALID ASA Q o p g Lu +33.1 +33.6 +34.0 +34.4 +34.8 +35.2 +35.5 +35.9 +36.2 +36.6 +36.9 132.0 +32.4 +32.8 +33.2 +33.6 +34.0 +34.3 +34.6 +35.0 +35.3 +35.6 SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY _cV z a �� U 9'x 16' 14'x16' VALID WHEN SIGNED&RAISED SEALED BY FRANK L 3 y 39.7 40.3 40.8 41.3 41.8 42.2 42.7 43.1 43.5 43.9 44.3 37.4 -38L0 -38.4 -38.9 -39.4 -39.8 40.2 40.6 41.0 41.3 41.7 BiN THIS sFECIFICAT[ON IS INTENDED TO O o o E +35.4 +35.9 +36.3 +36.8 +37.2 +37.6 +38.0 +38.4 +38.7 +39.1 +39.4 +34.3 t34,8 +35.2 +35.7 +36.1 +36.5 +36.9 +37.2 +37.6 +37.9 +38.2 -1 '^ 10'x 6' 15'x 6' --_ ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. LL m v J 44.3 44.9 45.5 -46.0 46.6 47.1 47.6 48.0 48.5 48.9 49.3 -42.2 42.8 43.3 43.8 44.3 44.8 45.3 45.7 46.2 46.6 47.0 USE OF THESE TABLES AND CORRESPONDING WIND +35.0 +35.5 +35.9 +36.4 +36.8 +37.2 +37.6 +37.9 +38.3 +38.6 +39.0 +33.9 +34.4 +34.8 +35.3 +35.7 +36.0 +36.4 +36.8 +37.1 +37.5 +37.8 VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS W 10'x 7' 15'x 7' LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY 43.5 44.1 44.7 45.2 45.7 46.2 46.7 47.1 47.6 48.0 48.4 41.4 42.0 42.5 43.0 43.5 44.0 44.4 44.9 45.3 45.7 46.1 THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF TABLE _ +34.6 +35.1 +35.6 +36.0 +36.4 +36.8 +37.2 +37.5 +37.9 +38.2 +38.6 +33.6 +34.0 +34.5 +34.9 +35.3 +35.7 +36.0 +36.4 +36.7 +37.1 +37.4 VALUE USE IS OFFERED HEREIN. H 10'X 8' 15'x 8' 3.THIS SPECIFICATION IS NOT INTENDED TO OFFER Ln 42.8 43.4 43.9 44.5 45.0 45.5 45.9 46.4 46.8 47.3 47.7 40.7 41.2 -41.8 -42.3 42.8 43.2 -43.7 44.1 44.5 44.9 45.3 ANY PRODUCT APPROVED CERTIFICATION. REFER TO +34.1 +34.5 +35.0 +35.4 +35.8 +36.2 +36.6 +36.9 +37.3 +37.6 +37.9 +33.0 +33.5 +33.9 +34.3 +34.7 +35.1 +35.4 +35.8 +36.1 +36.4 +36.7 ANY SEPARATELY SUBMITTED TEST CRITERIA AND 10'X 10' 15'X 10' OTHER APPROVALS FOR DESIGN&INSTALLATION M e 41.6 42.2 42.8 43.3 43.8 44.2 44.7 45.1 45.6 46.0 46.4 39.5 40.1 40.6 41.1 41.5 42.0 42.4 42.8 43.3 43.6 44.0 INFORMATION AND APPLICABILITY OF THESE TABLE k 3@� VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ®® +33.6 +34.0 +34.5 +34.9 +35.3 +35.7 +36.0 +36.4 +36.7 +37.1 +37.4 +32.5 +33.0 +33.4 +33.8 +34.2 +34.6 +34.9 +35.3 +35.6 +35.9 +36.2 ' f 10'x 12' 15'x 12' ACCORDANCE WITH GOVERNING CODES. 40.7 41.2 41.8 42.3 42.8 -43.2. 43.7 -44.1 44.5 44.9 45.3 -38.6 -39.1 -39.6 40.1 40.5 41.0 41.4 41.8 42.2 42.6 43.0 4.DESIGN IS BASED ON THE 3 SECOND GUST(WIND 9 y y +32.8 +33.3 +33.7 +34.1 +34.5 +34.9 +35.2 +35.6 +35.9 +36.2 +36.6 +31.8 +32.2 +32.6 +33.0 +33.4 +33.8 +34.1 +34.4 +34.8 +35.1 +35.4 VELOCITY)FOR A CATEGORY II NSTR C sr 10'X 16' 15'x 16' RESIDENTIAL&COMMERCIAL CONSTRUCTION). ££ -39.2 -39.7 40.2 40.7 41.2 41.6 42.1 42.5 42.9 43.3 -43.6 -37.1 -37.6 -38.1 -38.5 -39.0 -39.4 -39.8 40.2 40.6 40.9 41.3 THESE TABLES NOT FOR USE UPA ESSENTIAL O o FACILITIES OR ASSEMBLY OCCUPANCIES. +34.9 +35.4 +35.8 +36.3 +36.7 +37.1 +37.5 +37.8 +38.2 +38.5 +38.9j6x +34.2 +34.6 +35.1 +35.5 +35.9 +36.3 +36.7 +37.0 +37.4 +37.7 +38.0 TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN 2 12'x 6' USE ONLY..INTERNAL PRESSURE.COEFFICIENT 43.4 43.9 44.5 45.0 45.6 46.1 46.5 47.0 47.4 47.9 48.3 41.9 42.4 43.0 43.5 44.0 44.5 44.9 45.4 45.8 46.2 46.6 (Gcpi=+/-0.18)ENCLOSED BUILDING ONLY.VERIFYa +34.5 +35.0 +35.4 +35.9 +36.3 +36.7 +37.0 +37.4 +37.8 +38.1 +38.4 +33.8 +34.2 +34.7 +35.1 +35.5 +35.9 +36.2 +36.6 +36.9 +37.3 +37.6 USE OF Kd=0.85(DIRECTIONALITY FACTO )V�STH •• � 12'x 7' LOCAL BUILDING O_EPARj�NE( .HVRZ= GH • 42.5 43.1 43.7 44.2 44.7 45.2 45.7 46.1 46.6 47.0 -47.4 41.0 41.6 42.1 42.7 43.1 43.6 44.1 44.5 44.9 -45.3 45.7 vELOcrT(�HURrx14�4E ZQNE•TABIES�RE RyJAI�S az E +34.2 +34.6 +35.1 +35.5 +35.9 +36.3 +36.7 +37.0 +37.4 +37.7 +38.0 +33.4 +33.9 +34.3 +34.7 +35.1 +35.5 +35.9 +36.2 +36.6 +36.9 +37.2- - ANDVF�TICAL S c Y..• • • 12'x8' S.FO THE PURPOSESQ VpR9A'uSE i�E51GN • �' 41.9 42.4 43.0 43.5 -44.0 44.5 44.9 45.4 45.8 46.2 46.6 40.4 40.9 41.4 41.9 42.4 42.9 43.3 43.7 44.2 44.6 -44.9 PRESS UR6TABLES43L•LOVQTH GARAGE DdbR • � oM �� OPENING TTTTSJSSUMEE T(dT•BB TIRB►Y wr%iiN rHF' o +33.6 +34.0 +34.5 +34.9 +35.3 +35.7 +36.0 +36.4 +36.7 +37.1 +37.4 +32.8 +33.3 +33.7 +34.1 +34.5 +34.9 +35.2 +35.6 +35.9 +36.2 +36.6 LIMITS Epi END&"5 D IN ASCE 7-10. 00-MPS14-450 0 12'x 10' -40.7 -41.2 41.8 42.3 42.8 43.2 43.7 -44.1 44.5 44.9 45.3 16'x 10' -39.2 -39.7 40.2 40.7 41.2 41.6 42.1 42.5 42.9 43.3 43.6 6.ADHERE TO ALL LOCAL IMPACT PROTECTION SCALE. Ol SYSTEM ORDINANCES. p EDe PTION +33.1 +33.6 +34.0 +34.4 +34.8 +35.2 +35.5 +35.9 +36.2 +36.6 +36.9 +32.4 +32.8 +33.2 +33.6 +34.0 +34.4 +34.7 +35.1 +35.4 +35.7 +36.0 7.NO CERTIFICATION IS OFFERED FOR THE • 12'x 12' 16'x 12' INTEGRITY OF THE HOST STRUCTURE• • • -39.7 40.3 40.8 41.3 41.8 42.2 42.7 43.1 43.5 -43.9 -44.3 -38.2 -38.8 -39.3 -39.7 40.2 40.6 41.1 41.5 -41.8 42.2 42.6 e.EXCEpT RESSLINPROVID H&REIN,A o +32.4 +32.8 +33.2 +33.6 +34.0 +34.4 +34.7 +35.1 +35.4 +35.7 +36.0 +31.6 +32.0 +32.5 +32.8 +33.2 +33.6 +33.9 +34.3 +34,6 +34.9 +35.2 ADDmOISAL�E TIF[CATiQ�ISQRgFttta0,4TION9F • °`.� g 12'x 16' _38.2 -38.8 -39.3 -39.7 40.2 40.6 41.1 41.5 41.8 42.2 -42.6 16'x 16' _36.7 -37.2 -37.7 -38.2 -38.6 -39.0 -39.4 -39.8 40.2 40.6 40.9 INTEND:.• :• • :•: :•Gogoo • • : •• • ••• • • • • • • • v PRODUCT MEETS FLORIDA BUILDING CODE 2014,INCLUDING THE HIGH VELOCITY HURRICANE ZONE REQUIREMENTS. - NOA No.16-0330.02 Renews NOA#15-0317.02 SCOPE OF WORK: (DP+50.0,60.0 PSF) Large and Small Missile Impact Resistant REMOVE AND REPLACE GARAGE DOOR SECTION 1620 HIGH-VELOCITY HURRICANE ZONES— WIND LOADS 1620.1 Buildings and structures,and every portion thereof,shall be designed and constructed to meet the requirements of NOA No. 16-0330.02 Chapters 26 through 31 of ASCE 7. Renews NOA#15-0317.02 (DP+S0.0,60.0 PSF) 1620.2 Wind velocity(3-second gust) used in REQUIRED(DP 34.1,-38.2) structural calculations shall be as follows: Miami-Dade County U Risk Category I Buildings andVf V1 Structures: 165 mph M i Risk Category II Buildings and t Structures: 175 mph W a- Risk Category III and IV Buildings and Z E Structures: 186 mph C Broward County Z 1N 21 Risk Category I Buildings and Structures: 156 mph EZ4 Risk Category 11 Buildings and Structures: 170 mph Risk Category III and IV Buildings and _a Structures: 180 mph '£ 4 ' "R '0 1620.3 All buildings and structures shall be i :`` ^�: '��a;, �S considered to be in Exposure Category C, unless Exposure Category D applies,as defined . '�'° in Section 26.7 of ASCE 7. o PuRPom $ ..•.. • sees , . .so PERtM . sees. sees. p sews • rsees. sees .s • e • • sees' fees '� ' H e e .,„ Eees essse R� • ,��' � � •cess C�c/V�® o asses *4R sees.. 2g?017 •..• ; ..� � • "NUMBER 2016 WP-1