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WS-16-1423 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone. (305)785-2204 Fax: (305)756-8872 Inspection Number: INSP-259575 Permit Number WS-5-16-1423 Scheduled Inspection Date: May 27,2016 Permit Type: WindowsJShu Inspector: Mesa, Michel Inspection Typ . Fina Owner. JORDAN,JOHNNY JEROME Work Classification: Door Replacement Job Address:166 NW 100 Street Miami Shores,FL 33150- Phone Number Parcel Number 1131010230360 Project: <NONE> Contractor. AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments REPLACING 1 IMPACT CAST IRON ENTRY DOOR Infractlo PNM Comments INSPECTOR COMMENTS False Inspector Comments Passed 'A ,-rp e�OSP, Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-Inspection fee is paid mote 9R ?nig For Inspections please call:(305)762-4849 Paae 20 of 26 Miami Shores Village 10050 N.E.2nd Avenue NW `" '•3 �+ , fi'ai; , _. Miami Shores,FL 33138-0000 Phone: (305)795-2204 E 1 � Expiration: 11/2012016 Project Address Parcel Number Applicant 166 NW 100 Street 1131010230360 JOHNNY JEROME JORDAN Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell JOHNNY JEROME JORDAN 166 NW 100 Street MIAMI SHORES FL 33150-1206 Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 __._.._._._ _..,,,_..a. __ _.... Total Sq Feet: 00 Type of Work:REPLACING 1 IMPACT CAST IRON ENTRY 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 $3.00 Invoice# WS-5-16-59900 DBPR Fee $2.00 05/24/2016 Credit Card $ 131.00 $0.00 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee .110.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $131.00 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: 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 zonin . Futhermo I authorize the above-named contractor to do the work stated. May 24,2016 Authorized Signatu • ner / Applicant / Contractor / Agent Date Building Department Copy May 24,2016 1 Miami Shores Village Mali 24 M6 Building Department B-Y: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ' �ew Fec Zo/y .�fi BUILDING Master Permit Now: L6 " zz9--3 PERMIT APPLICATION Sub Permit No. [BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CC CONTRACTOR DRAWINGS JOB ADDRESS: 1 6 (o I J(' too CJ • City: Miami Shores County: Miami Dade Zip: 33d S'eJ Folio/Parcel#: 11-31 o L— O L - Cr 3 6 6 :Yes NO � Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titlpholder): i )e1rC#%1r- 30'rDik-r\ . ?o43 Address: l(9 100 S} City: MlyVAi Sj4oy-e S State: F&Iypr Zip:33 I So Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: AKer1 G 0Vy1 54a(M -?rvreCG+►Pm loR r 305- S 1 3-Q 5 l r�- Address: 10801 N w s{ City: MI,&)" ! `` � Qn State: Vtorlph Zip: 33122. Qualifier Name: `IDvl* ho2riCReZ Phone#: State Certification or Registration#: C CSC Is 112--2 4 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Now �, ad'o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration \ El New d Repair/Replace El Demolition Description of Work: Qe f l Qrr\n� C 1 1 1011(A CX C, �EV^ b'%rr Specify color of color thru tile: 2 /� Submittal Fee$ Permit Fee$ l 6 CCF$ 3-6:V CO/CC$ Scanning Fee$ Radon Fee$ 2-:-- DBPR$ Notary'$ Technology Fee$ - Training/Education Fee$ ( � flJ�—Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE • 00 (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." il 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 property4s-wbjeet-to attaehment.—Also,v-certifred copy of fir -of commerrcenrent-muat b'e-posteVW tit"ob3it—— — for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �° g Signatu OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _day of 0=11 .20 ��D .by '4A day of amt 20 �by 'Al �P!7'Jb.-%a� fo is personally known to ,yµ 9•+ J ZZ.yyh` jc n�rcnnallv +wn to me or who has produced r�Or')d Q DL as me or who has produced" as identification and who did take an oath. J&35;-�3O-S7-alen` fication and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �� ®'�� Sign: ' Print: � c /Yl P��f Print: / Sea Seal: ' ��..,, NATHALIE DIAZ •`�t r'k'ei'4 1113 C.ARAO ri° 'o: Notary Public-State of Florida MY ON*S 1Z6 •Qe Copmmmissiiopn�re#gFMF�2�3�0d93g6n �RAe�ki�4��77'` ....ink4�ks��6ii+k�k�k4�k�kd�kiW ,��o��•�Y�d 9f d��R9Y[i7�lE'�islKBlik +kinRir�kssss# BB00 h N�lonal Notary Assn. APPROVED BY r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Jerome Jordan 166 NW 100 Street Miami Shores, FI 33150 MAY 24 2016 PERMIT : la AV Miami he es Villa e USAF APPROVED BY DATE cl T fflwhk MR A& ZONING DEPT MR BLDG DEPT c� 0 r SUBJECT-'O CCIVIPLJA NTHALL FEDERAL STATE ANo CCUN-'f 11U • • Lt5 ANlD REGULATIONS • • ••• •••••• • THICast Iron Door • :• .; Entry Door ...... 18588.6 • ...... . . 38x82 1 � r� e WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection ADDRESS: 166 NW 100 Street PROJECT: Jerome Jordan Miami Shores, FI 33150 city State ZIP EXPOSURE "C " WIND VELOCITY = 175 MPH ROOF SLOPE > 10 Roof Bev, Tributuoy Area(Sq.Ft) Roof Elev. Tributary Area(4 Ft) ; (ft) 10 20 30 EWel 40 SO fi (ft) 20 20 30 + 40 ` So 15 40.1 38.3 `; 37,2 3615 35.9 401 ? 38.3 373 36.5 : 3&9 is 43.5 4L7 40.6 39.9 39.3 53.7 S0.1 4&0 46.5 413 4LO 39.2 3&1 37A ` 36.8 4L0 39.2 38.1 37A 36.8 44.5 427 4L6 : 40.8 40.2 " SSA ; SL3 : 49.1 47,6 464 425 40.6 394 3&6 : 380 42 S 40:6 39:4 38.6 38.0 461 44 2 4&0 422 416 r 56.9 53.0 5Q8 49.2 480 43.4 . 4L5 :� 40 3 335 3&9- . 43.4 4L5 4&3 39.5 38.9 47.1 45.1 44 0 43 2 42S 581 54.2 ' SL9 S0.3 49.0 R 44.8 428 416 40 8 40.1 7 44.8 428 41.6 40.8 40.1 4&6 46.6 45.4 44.6 419 610 S6.O -516 SL9 50.6 45.8 43.7 42.5 4L6 - 4L0 I 4S.8 ° ' 43.7 425 41.6 4LO 49.6 47.6 46.4 46S.5 44.9 y 61.3 S7.2 54.7 43.0 SL7 46.2 44.2 ' 42.9 42.1 4L$ 'k ti 46.2 44.2 s a 42.9 42.1 4L4 SM2 48.1 46.9 ASO 45.3 61.9 S7.7 5S.3 43.6 512 47.7 4S.5 44 3 43.4 42 7 n 47.7 4S.S 44.3 43.4 417 .' SL7 s 49.5 : 483 47.4 4 46.7 63.8 S9.5 S7,0 55.2 S3.8 . gaf 491 46.9 45 6 44 7 43.9 ,y 4 491 qu 46 9 45 6 44.7 43 9 " F 53.2 510 49.7 4&8 4&1 .r� 66S.7 SL3 5&7 h 56.9 " S&4 50 5 4 48.2 ' 46.9 .= 45.9 �, 45.2 r 505 4&2 46.9 45.9 45.2 S48 52.5 SL2 SM2 49.S s. 67.6 r 610 WA 585 WN 47.0 { SL4 49.1 47.8 46.8 46.0 51.4 49.1 4718 46.9 'z; 46.0 55.8 x�k 53.5 S2.1 ' SL2 SOA 6&9 <s `= 642 6L5 59.6 S&I - 528 SQS $9A 48.1 47.3 52.8 =- �. 595 "z. 49.1 48.1 47.3 Ss R 57.3 549 °Y S3.6 . 52.6 SL8 70.8 ".0 612 S1.2 S97 S3.8 5L4 49.9 48 9 ' 48 2 53.8 SL4 49 9 48,9 4&2 OWD -au 5&3 55.9 54.5 53 5 527 72.0 67 2 64 3 62 3 60 8 GENERAL NOTES FIGURE 1 D=10X OF LEAST HORIZONTAL DIMENSION 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS 2• ROOF ELEVATION "H". IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4r--I ZONE 5E BY USING FIGURE 1 AS REFERENCE 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 D ROOF HEAIGHT AND APPLY TO ALL FLOORS. >1 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR 0 D D .< SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEA OF AN ENGINEER EMPLOYED BY AL-FAR000 CORPORATION. 7. NO PORTION OR THIS T>&C&I iNT•MAY bE:US&OR REPRODUCED IN ANY MANNER. EXCEPT.FOR•lpE•P WTpK 0:•MM.7-10 SET FORTH HEREIN. Cl%g 8. ALL LOADS AR@CAI/OULATEW AS-P.M.ASICG.7110 AND LATEST FBC 2014 STANDARDS CCI ddm 10-01-13 REVAQNS: . .. Or" erg br� .AL-FAROOQ CORPORATION A,. no. daft by • d -- • to :ENGINEERS&PRODUCT DEVELOPMENT °c dwdmd by: •• • • • ass 0 1235 SW 87 AVE TEL (308)284.8100 -A Dwe NO. 1 MIAMI,FL 33174 FAX.(305)262-6978 JAVAD AHMAD FLA P.E.f 7 EB CAN.3538 sIEtTT 1 OF 1 • •• •• • • • •• •• ••• • • • ••• • • sj 5/23/2016 Florida Building Code Online r�Rip td BCIS Home I Log In User Registration ( Hot Topics Submit Surcharge Stats&Fads Publication ( FBC Staff MS Site Map Urdu Search Bus'nes Pro�essi I *USER: product Approval Public User Regulation ProductApproval Menu>Productor Application Search>Aoolication Ust>Appaeation Detail "t FL# FL18588 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Florida Iron Doors LTD Address/Phone/Email 1518 S W 13th Ct Pompano Beach,FL 33069 (888)482-6444 sales@floridairondoors.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category EExteriorDoors Subcategory Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J.King,P.E. J: Validation Checklist-Hardcopy Received Certificate of Independence FL18588 RO COI Certificate Of Independence.odf RefereW4d$WdVd,pnd vear•(of•StaW)prd) Standard Year i i ••i i i i i i ASTM E1886 2005 •• •i i i i i i•i •• ASTM E1996 2009 •• 000 •• • • • •• ASTM E330 2002 TAS 201,202,203 1994 • ••• • ••• • • • • • • • • • • • • EgtUWalen j ofi1rdtlyict Fjfnda=ds••• Certified B�r• • • • • • • •• ••• • ••• • Sections from the Code ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https://www.floridabuilding.orgtp?pr a;p_dtl.tspx$araA-!4GLVXQi#tDgs9%2f%2ftCOhpJQmRE9ouCuatrnAeWbNMVcT5ggIUKbQJzCA%3d%3d 15 3 5/23/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 09/14/2015 Date Validated 10/15/2015 Date Pending FBC Approval 10/18/2015 Date Approved 12/15/2015 Summary of Products FL# Model,Number or Name Description 18588.1 a.Iron Door Up to a TO x 10'0"Non-Impact"Glazed Iron Door with Radius Top(Outswing/Inswing,X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL18588 RO II INST 18588.1.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 18588.1 for Design Pressure Ratings,any FL18588 RO AE Eva[18588.1.Ddf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 18588.2 b.Iron Door Up to a TO x 10'0"Non-Impact"Glazed Iron Door with or without Transom(Outswing/Inswing,X,O/X Conflgurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL18588 RO II INST 18588.2.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 18588.2 for Design Pressure Ratings,any FL18588 RO AE Eval 18588.2.odf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 18588.3 c.Iron Door Up to a 6'0 x 10'0"Non-Impact"Glazed Iron Door with Radius Top(Outswing/Inswing,XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL18588 RO II INST 18588.3.gdf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 18588.3 for Design Pressure Ratings,any FU8588 RO AE Eval 18588.3.Ddf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 18588.4 d.Iron Door Up to a 6'0 x 10'0"Non-Impact"Glazed Iron Door with or without Transom(Outswing/Inswing,XX,O/XX Configurations) Limits of Use Installation Instructions Approved for use to HVHZ:No FU8588 RO II INST 18588.4.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 18588.4 for Design Pressure Ratings,any FL18588 RO AE Eva[18588.4.Ddf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 18588.5 e.Iron Door Up to a TO x 10'0"Impact"Glazed Iron Door with Radius Top (Outswing/Inswing,X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18588 RO II INST 18588.5.odf Apprj,,vc:t r tise.outsiderlVVZ:cgs Verifled By: Lyndon F.Schmidt,P.E.43409 Impact to Yes • • • • Created by Independent Third Party:Yes DeRipn Pr j*uc&:N/j • *0 9 • Evaluation Reports OtherrSee*NSW 14588.9 for Design Pressure Ratings,any FL18588 RO AE Eva[18588.5.odf addlft[anal WhimMiong,insUffitidMinstructions and product Created by Independent Third Party:Yes particulars. I�B�ii8.gi • • �.Iroryl�pr• • Up to a TO x 10'0"Impact"Glazed Iron Door with or without • • • • • • • Transom(Outswing/Inswing,X,O/X Configurations) •• • • • • • • • • ldNiits of Use • • • ••i 0.0 Installation Instructions Approved for use In HVHZ:Yes FL18588 RO II INST 18588.6.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 InVggt tdesist8ntj Ytis ,.0 . , Created by Independent Third Party:Yes Design Ptessm*a.4N.(!l • • • Evaluation Reports 15 other:Sae LN $8.6 for Ision pressure Ratings,any FLi8588 RO AE Eval 18588.6.Ddf N&HROW INK 1 098939 • •• •• • • • •• •• https://www.floridabuil 0 — WISP- 5/23/2016 Florida Building Code Online additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 18588.7 g.Iron Door Up to a 6'0 x 10'0"Impact"Glazed Iron Door with Radius Top (Outswing/Inswing,XX Conflguration) Limits of Use Installation Instructions Approved for use to HVHZ:Yes FL18588 RO II INET 18588.7.Ddf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 18588.7 for Design Pressure Ratings,any FLISS88 RO AE Eva[18588.7.Ddf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 18588.8 h.Iron Door Up to a 6'0 x 10'0"Impact"Glazed Iron Door with or without Transom(Outswing/Inswing,)(X,O/XX Configurations) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL18588 RO II INST 18588.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 18588.8 for Design Pressure Ratings,any FL18588 RO AE Eval 18588.8.Ddf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. Bade Next Contact Us::1940 North Monroe Street.Tallahassee Fl.32399 Phone:BSC-487-1824 The State of Florida is an ANEW employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address N they have one.The smalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S., please dick h9rL. Product Approval Accepts: In HVIWOM OR M craw •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • •• •• • • • •• • • • •• • • •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https://www.floridabuilding.org/pi'1131_4p_ddlspx?'paraiil*-*GllVXQd6tDgs9%2f%2ftCOhpJQmRE9ouCuatnlAeWbNMVcT5g8TI6KbQJzCA%3d%3d 35 R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico.FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 a xi 1 ^i, ria Product Sub Category Manufacturer Product Name Category Iron Doors Unlimited Glazed iron Single Door Exterior Swinging 5000 Kimberly Way w/&w/out Transom Doors Exterior Door Assemblies Loudon,TN 37774 Inswing/Outswing 865 392-4678 1 "ImpacV Scope. Product Evaluation report issued by'R W Building Consultants,Ina A Lyndon F.Schmidt,RE:{System ID#1995)for Iron Doors Unlimited,based on Rule,Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,,Dept of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Umhations. 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code{FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require and impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E19M and Section 1609.1.2.2 of the FBG. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-18588.6 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations utilizing item#39 meet waterInfiltration requirerments for"HVHr. 8. Inswing configurations do not meet water infiltration requirements for the"HVHZ".Inswing units shall to,Installed only In non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. 9. All steel shall be protected as specified In Section 22226 of the FBC. 10 See drawing FL-18588.6 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 04801425 TAS 201,202,203.94 Testing Evaluation Lab.,Inc. William B.Shelton P.E. TEL 04801426 ASTM E 330-02/E 330-00 Testing Evaluation Lab.,Inc. V.IG Wright ASTM E 1888-05/E 1996-09 2. Miami Dade NOA Materials Testinla 14-0916.11 SentryGlas interlayer 14.0423.16 Safiet PVB Interlayer 3. Drawing No. 000 ••DOM29ft i i .00 ss%1251600180 Sinned&Sealed by 4. Calculations.6 ..• ..glly$r� y0p�utWts, Inc.(CA#9813) ®®®®�,��,G ECS s�� ®® Signed&.SealLyndon F. ed by P.E. Anchoring RW Building Consultants,Inc.(CA#9813) ®"0 F• —don F.Schmidt P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. ®� a No 43409 e m ••• • ••• • • .fir 5. Quality ASSuranee i i i • • : • • • v � S Certificate of Partf4floj Osdec�ey Ne�i�nad Aocsedi aeon& -D o Management Institute,cerbfying4that An Doors 4ii 4d is STATE OF manufacturing products within a quality assurance program that ®010 •ii• ii • ii ii•ii •ii• ii • ii �� Lyndon F.Schmidt.P.E.® 'complies with ISO/IEC 17020 and Guide.63. 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