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WS-15-630 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237530 Permit Number: WS-3-15-630 Scheduled Inspection Date: July 20, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , IBANIETA LLC Work Classification: Door Replacement Job Address:758 NE 95 Street Miami Shores, FL Phone Number Parcel Number 1132060141890 Project: <NONE> Contractor: MCX CONSTRUCTION INC Phone: (305)216-7014 Building Department Comments 2 DOOR REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-234402. CREATED AS REINSPECTION FOR INSP-234182. CREATED AS REINSPECTION FOR INSP-232357. CREATED AS REINSPECTION FOR INSP-231502. CREATED AS REINSPECTION FOR INSP-231403. CREATED AS Failed ❑ REINSPECTION FOR INSP-231275. CREATED AS No permit on siteREINSPECTION FOR INSP-230735. NO ACCESS No permit on site Correction ❑ Only florida room door Needed Same as before on kitchen door Tap cons must be on thick part of frame Door must be installed per NOA Tap cons do not meet minimum edge distance Re-Inspection ❑ Frame must be moved outward Fee 05/11/2015-CANCELLED BY VINCINT No Additional Inspections can be scheduled until No permit on site 6/24/2015 re-inspection fee is paid. July 17, 2015 For Inspections please call: (305)762-4949 Page 15 of 35 SµOxEs Lam{ Miami Shores Village .,. f'eiit T' zinc! Sh fie: Plil � 10050 N.E.2nd Avenue NE C1sstt��On:1 � R@i1AC8�t Miami Shores,FL 33138-0000 Phone: (305)795 2204 .. F' Stai*tf �NTEB 1N 9 y. lss patsE31ift,5 Expiration: 09/22/2015 Project Address Parcel Number Applicant 758 NE 95 Street 1132060141890 �.._� IBANIETA LLC Miami Shores, FL Block: Lot: Owner Information Address Phone Cell IBANIETA LLC 758 NE 95 Street -�� MIAMI SHORES FL 33138- 758 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 200.00 MCX CONSTRUCTION INC (305)216-7014 Total Sq Feet: 0 Type of Work:2 DOOR REPLACEMENT Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification: Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# WS-3-15-54878 $2.00 03/26/2015 Credit Card $84.60 $50.00 DCA Fee $2.00 Education Surcharge $0.20 03/20/2015 Cash $50.00 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $134.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit Ias uTe responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, L MBING, MECHANICAL,WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA IT: I ce i th t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo ing. Fut a au horize the above-named contractor to dwork stated. March 26, 2015 Authorized ' atur w r / Applicant / Contractor / ent Date Building De ment Copy March 26, 2015 1 ® Miami Shores Village n� Building Department MAR 20 215 v 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 A' Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 0 BUILDING Master Permit No. Lk-)S i S —(C PERMIT APPLICATION Sub Permit No. )'$UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ,,�' E �7� I �`y) Is the Building Historically Designated:Ykrs' NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: r OWNER:Name(Fee Simple Titleholder): � `�7 cL -- � �- Phone#: 1� 6 �! ' E �� Address: 3 7 S4 Lt t_ City: cx?, State: T' u cla Zip:: Tenant/Lessee Name: Phone#: 5 C Email: CONTRACTOR:Company Name: G)C' /�1'l Phone#: Address: / l l✓ CitState: f"'1 Zip: __? f Qualifier Name: Phone#: State Certification or Registration#: -- Certificate of Competency#: DESIGNER:Architect/Engineer:�,, Phone#: Address: City: State: Zip: Value of Work for this Permit:$ il� Square/linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ,® Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ 10 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 4, 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. 1 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 reinspection fee will be charged. i Signature Signature OWNER or AGENT CONTRACTOR The for going instrumentsp was acknowledged before me this The foregoing instrument was acknowledged before this day of20 Is by 1 day of 20 l`- ,by ALVA —tho i personally w to S 4601/uho' personales t me or who has produced as me or who has produced as identification and who i t g an Oat 'Public State of Florida identification and who did ake an oath. Npfary NOTARY PUBLIC: Richard D Campbell My Commission FF 137218 NOTARY PUBLIC: " , Notary Public State of Florida as Expires 06/29/2018 Richard D Campbell My Commission FF 137218 Expires 06129/2018 Sign: Sign: ( t Print: ` .w: , , iti1 �� Print: Seal: Seal: APPROVED BY 3 ;/ I� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ACORD R' CERTIFICATE OF LIABILITY INSURANCE DATE(MNUDOMlYY) ��' 03103/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must 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 N Maritza Cuervo MA CUERVO INSURANCE GROUP INC. PHONE 305-958-9992 qlc NpJ1 305-956-9727 15927 BISCAYNE BOULEVARD =RE , macuervoCbellsouth.net INSURERS AFFORDING COVERAGE NAIC B MIAMI BEACH FL 33160 INSURER A: ARCH SPECIALTY INSURANCE CO INSURED INSURER e MCX CONSTRUCTION,INC INSURER C: 10000 WEST BAY HARBOR DR.#302 INSURER D: BAY HARBOR ISLAND, FL 33154 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. TR 1 TYPE OF INSURANCEJADDL WEIR! POLiCYNUMBER idM D EFF 1 M LIOlYVW LIMITS GENERAL uABLLRV EACH OCCURRENCE S 1,000,000 I 1 COMMERCIAL GENERAL LIABILITY I PR MI s• rrenea $ 100,000 CLAIMS-MADE ®OCOUR I MED EXP(M one mon S 10,000 A ( AGLOO23aa8-00 03/13/2015'1 03/13/2016 PERSONAL a ACV INJURY s 1,000,000 � 1 GENERAL AGGREGATE s 2,000.000 GEN'L AGGREGATE LIMIT APPLIES PER i I I I PRODUCTS-COMWOP AGG f 2,000,000 POLICY771 PRO- I LOC I I 1 S AUTOMOBILE LIABILITY ( a L S _ t ANY AUTO I BODILY INJURY(Per person) S ALL OWNEDSCHEDULED i I BODILY INJURY(Par sccderd) S AUTOS NQ 0-ONMEO , (� R RTY DAMAGES HIRED AUTOS AUTOS ( ( P eeiden j S UMBRELLA UAB OCCUR I I I EACH OCCURRENCE s excess UAB CLAIMS-MADEH I j AGGREGATE s II DED R I N I I $ WORKERS COMPENSATION I WC STATU- OFR Hh AND EMPLOMS'LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE r--- N/A I i E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? (Mand st In NH) i I I E.L.DISEASE-EA EMPLOYEE S DESCRIPTION OF OPERATIONS oeiow I I E.L.DISEASE-POLICY LIMIT S i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) ANDRES E CASTANEDA, (LICENSE#CGC1520320)AS QUALIFIER/ISSUE 02-05-15(TLD)REISSUE 03-16-15(MT) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THEIRATIOI)I DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES VILLAGE ACCORDCE WATH THE POLICY PROVISIONS. BUILDING DEPARTMENT RE SEOTATI E 10050 NE 2nd AVE. AUTHOED I� MIAMI SHORES, FL 33138 L ` ACORD 25(2010105) ®1888-2010 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD Date CERTIFICATE OF LIABILITY INSURANCE 3/16/2015 Producer: Plymouth Insurance Agency This Certificate is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727)938-5562 Insurers Affording Coverage NAIC# insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any 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. Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration Limits LTR INSRD Type of Insurance Policy Number Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented premises(EA Claims Made ❑ Occur occurrence) Med Exp General aggregate limit applies per: Personal Adv Injury General Aggregate Policy ❑Project 11LOC Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 x I WC Statu- OTH- Employers'Liability tory Limits ER Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000 excluded? NO E.L.Disease-Ea Employee $1,000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1,000,000 Other Lion Insurance Company is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 92-68-542 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": MCX Construction Inc. Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s,,while working in:FL. Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ANDRES E CASTANEDA, (LICENSE#CGC1520320)AS QUALIFIER/ISSUE 02-05-15(TLD)REISSUE 03-16-15(MT) ftain Date 1/19/2015 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES Should any of the above described policies be cancelled before the expiration date thereof,the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to BUILDING DEPARTMENT do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives. 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ¢ ®�' Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL-DO NOT PA`F tot 8990015 BUSINESS NAft"ILOCATION RECEIPT NO. EXPIRES MCX CONSTRUCTION INC RENEWAL SEPTEMBER 30, 2 1 10000 W BAY HARBOUR DR 7265671 Must be displayed at Place of business UNIT 302 Pursuant to County Code Chapter 8A-Art.8&10 BAY HARBOUR ISLANDS,FL 33154 SEC.TYPE OF BUSINESS PAYMENT RECEIVED OWNER MCX CONSTRUCTION INC 196 GENERAL BUILDING sr TAX COLLECTOR C/O ANDRE CASTENADA PRES CONTRACTOR 45.00 09/16/2014 Worker(s) 2 CGC1520320 0224-14-007030 is payment of rhe local BHolder must The Receipt is nota license, This local Business Tax Receipt only cmdim permit,or a certification of dla holder's qualifications,to do business Holder must comply with any governmemal or nongovernmamel regulatory laws and requiremelds which apply to the business. The RECEIPT N0.above mast be displayed on all commercial vehicles—Miamiw0ade Code Sec ea-.276. For more information,visit www miamida MI�A1 M�F� 44-,0STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 -,00- 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CASTANEDA,ANDRES E MCX CONSTRUCTION INC. 10000 W BAY HARBOR DR. 302 BAY HARBOUR ISLANDS FL 33154 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 FLORIDA from architects to yacht brokers, from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CGC 1520320 'ISSUED: 08/04/2014 serve you better. For information about our services, please log onto www.myfloridalleense.com. There you can find more Information CERTIFIED GENERAL CONTRACTOR about our divisions and the regulations that impact you, subscribe CASTANEDA,ANDRES E to department newsletters and learn more about the Department's MCX CONSTRUCTION INC, initiatives. Our mission at the Department is:License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration dale: AUG 31,2016 L1408040000892 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1520320 The GENERAL CONTRACTOR ' Named below IS CERTIFIEDW . Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 0 0 CASTANEDA,ANDRES E ' MCX CONSTRUCTION INC. ' 10000 W BAY HARBOR DR. 302 BAY HARBOUR ISLANDS FL 33154 ' ISSUED: 08/04/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408040000892 pml' r t E F i:I; Y.�� r L�t9(l(Al '0h i j PATIO MAR 20 2015 I I I CLOSET z BEDROOM #1 DINING ROOM KITCHEN I CLOSET �� I I AN � SHELVS BATH a Q LIVING ROOM CLOSET GARAGE .I BEDROOM #2 A A�hEXISTING FLOOR PLAN SCALE: 1 /1 6"=l '-O" , ■p FENIG �y F A FRANK L.BENNARD0, P.E., IN O. INNOVATIOPJ Project#: 42068-43044 Project Details: Windload Calcs Contractor: Cosmo Management 758 NE 95th Street MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations (Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor (Kd): 0.85 Wind Speed (Vit): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: C Internal Pressure ±0.18 Roof Type: Gable Coefficient (GCPJ: Roof Slope (0): 9.5 deg Topographical Factor (K,J: 1.0 Mean Roof Height (h): 15.0 ft Velocity Pressure Exposure 0.85 Min. Building Dimension (L): 44.0 ft Coefficient(Kh): Parapet>_ 3 feet? No Velocity Pressure (qh): 56.57 psf End Zone (a): 4.4 ft ASD Method: P=0.6w r z K K" GCS 7GC 4; ;P-.redsures' sf Mar Eley�z (ftp Slze Wax Ffi(in) Zone Shutters area (ft;) z( n) q�.(4 ) p+ p ,?F. z. oor# 15 32.0 x 80.0 4 No 17.8 0.85 56.57 0.86 -0.95 +35.3/-38.4 oor# 15 32.0 x 80.0 5 No 17.8 0.85 56.57 0.86 -1.18 +35.3/-46.2 NOTES: Design is in accordance with ASCE 7-10(ASD method)and the 2010 Florida Building valid Only With ised Engineer Code. Results are not valid for use unless approved via original signature and raised engine eal seal of a PE from Engineering Express.Vult may be converted to Vasd according to the following formula: [Vasd=Vult*V(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A,B,&C,or 2010 FBC 1620.2 by others. Thu, March 05, Results are based on contractor-supplied data and shall be field verified by others prior to Frank L. Bennardo, P.E. use.Selection&installation of products shall be approved using these dimensions and PE0046549 pressures as verified by others. Cert Auth 9885 160 SW 12TH AVENUE#106,DEERFIELD BEACH, FL 33442 42068-43044 PHONE:954-354-0660 FAX:954-354-0443 PaulaR WWW.ENGEXP.COM PAGE 1 OF Florida Building Code Online Business & Professional • 1 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business,, Professibnali4bProdUCt Approval USER:Public User ®� Product Aooroval Menu>Product or Application Search>Application Ust Search Criteria Refine Search Code Version 2010 FL# 15558.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory Application Status ALL Compliance Method ALL ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications Ei# Tvoe Manufacturer Validated By Status FL15558 New JELD-WEN National Accreditation&Management Approved FL*: FL15558.1 Institute, Model: Energy Saver/Contour (804) 684-5124 Description:Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies "'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Fionda is an AA/EEO employer.Copyright 2007-2013 Stare of Florlda ;; Pnyaov Statement;:Accessibility Statement:: Refund Statem= Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or bytraditional 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 If they have one.The emalls 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 click here Product Approval Accepts: =WERE srsurityN,. ittps:/tfloridabuilding.org/pr/pr_appjst.aspx 1/1 rlorida Wilding Code Online Business r Professional Regulation ��rr- iA t . "J SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines � .-,� Professional product Approval USER: Public User -..Z; Product Approval Menu>Product or Application Search>&2Si09bn List>Application Detall FL* FL15558 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archlved Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Fails, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Janet Gerard fbcl@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541)882-3451 Ext 2900 stevesa@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation &Management Institute, Referenced Standard and Year(of Standard) Standard n Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/01/2012 ittps;//floridabuilding.org/pr/pr app dN.aspx?param=wGEVXQwtDgvKmQdIOUtQtYlylOg7jp/o2fU3jOkuyJizYgeFdpXfbuEAp/*3d`/,3d 119 Florida Building Code Online Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 Summary of Products FL# Model,Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FLIS558 ROC AC NIOt 1082,Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation instructions S-2104 for sizes, EL15558 RO II S-2104$S.Pdf configurations, design pressure ratings, and installation Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 details. Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS Ddf Created by Independent Third Party: Yes 0 Contact Us:: 1940 North Monroe St -zoo phone: 850-487-i8 a The State of Florida Is an AA/EEO employer.Copyright 2007-2013 Stara of Florida ;: privacy tat m nt::Accessibility Statement;; Refund_S dW= 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 traditionalmail.If you have any questions,please contact 850.487.1395.*Pursuant to Season 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for offidal 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 here. Product Approval Accepts: ®® 1KM .wcuritv,�. ::o, hapsJ/Floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQgY1ylOg7je/g2fti3jOkWJizYaeFdDXfbuEAg/n3dg/n..m ,,, 127 W.Fairbanks Ave. BUILDING DROPSsuite 438 Winter Park,Fl.32789 A Perfect Solution in Every Drop 407.644.6957 PH 407.644.2366 FX Certificate of Authorization:29578 contact@buildingdrops.com Product ;valuation Repart Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X 81.25'(Maximum) Prepared For: .JEL.D-WEN, inc. ,,t►l�ii�►<<ii��i 3737 Lakeport Blvd. ��•��cs F' Klamath Falls 4R. 97601 . . ' •.�� i Prepared by: * _ il`1'fTIL'ti . Norcru, P.1:. T T a' Florida Professional Engineer#73778 , • (vim Date:05/01/2012 '��'��•'••.,,,, ,,.•• G�� Evaluation Report ens Pages —4 ''�/ONI 1�? Installation Details Pages 5 Digitally signed by Hermes F Norero,P.E. Hermes F.Norero,P.E. Reason:I am approving this document Florida No.73778 Date:2012.05.01 17:42:30-04'00' BUILDING DROPS FL#: ISss�. A Perfect Solution in Every Drop Date: 05/01/2012Report No: 2035 i Certificate of Authorization:29578 11 r Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel OutswingDDor w/or w/o Sidelltes 107"X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.Norero, P.E.(FL#73778)for JELD-WEN,Inc. based on Rule Chapter No.9N-3.005,Method 1a of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distriberting the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with SeCTlu .2-ofttre-26 a Pivrlda8uitdingCode-and-does not requke an-impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 5 BUILDING DROPS FL*: Sf- A Perfect Solution In Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation: 1. Approved anchor type�and substrates areas follows: Through Frame installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking Is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient �— .ieve.minimum embedment of 1,2S"Into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.2S"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the Installation requirements. , Design Pressure: Design Pressure XX,OXXO I X OXO XO,OX Outswing Positive57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F.Norero,P.E. Florida No.73778 Page 4 of 5 _.. _.. _.... _ 7025"WX.OA FRAYE }pQ 74.5'INX.OA FRAME MTN •75' .15•I'M 15.5'MAX.OA Steel 1.875'TIP. .125' TIP. BAR 1W. SIDEUIE FRAME WIDTH A13yFj J6.625'YAX.OA .875' 36'WX OA 14'WUL OA X N® PANEL MDTN 36'EL 0-A, TYP. PANEL W IN � PANEL WD1N JAtwySAYERA:QYlODW6d"NOOVEVW0WA&fS1W0V1SW1frr W/� ,AL PANEL WIDTH ' OPACTOOORMt175W NJWTHwrSDEE17f5 ® Z ca ca El E9 El ED GENERAL(MOTES 'k JNACIWAI _ TM 122 MA ge 1.THrs PRaarcr is OESIOHIFD To COMPLY WRH THE CURRENTFLORIDA BUILDING 80" MAX. CODE MID HIGH VELOCITY HURRICANE ZONE WIZ'REOUWEME)M MAX. OA 2.WOOD BUCKS BY OTHERS,1NSr III:ANamo PROPERLY TO TRANSFER OA OA PAIEl AX 63. a -.,t , LOADS 70 71E STRICTURE. PANEL "MIT ONAE Y n 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANGIOR D WALL FIEKiR A ORAWBIGS.AMD"EMIBEDLIEN7 TO BASE MATERIAL SHALL 8E BEYDHXH WALL 8 81.25' HMO OR STUCCO. 81. ' MAX DREssnLG 4. SEE TABLE I ON THIS SHEET FOR DESIGN PRESSURE P47WM. • OA • 5.TFRS PROOl1L'i KM THE WATER REDIpRELEMIS FOR HMI-ZONES Jr SEE 0. THE DESIGN PRESSURE CHART BELOW. HEIGHT 6. DOORS ARf AIPACT RATED AND 00 NOT REQUIRE MIAMI-OADE �" APPROVED&PACT RESISTANT SHUTTERS. V- 7. MIAMI -RADE APPROVED IMPACT RESISTANT SHUTTERS ARE REINARED o- N FOR SLDELTTES on an a SIOELTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE I �•Q CONFIGURATION. 0.75' 0.625' am DFt tAFY1F11 FROM k7f1EA1� _ p�j RESIDENTALNSIXATEDSIEELDOOR(Cmronb/inmcwk DMJ s• DOUBLE nnMC MMPACT im(a) 107•WAIL OA FRAME WIDTH 37.75•WX.OAVIEM FROM .8n' .125' .75'MULL 155'MAX.Ow $g m van COMPONENT CONS7TiUG770NS: FRAME MOTH SDEUTE ft7AlE WIDTH yr}Z Fora sheets 24 go. (0.0201 miniram thidulas.Galvanized Steel A-525 �.�•VA J6•MNX OA 14'MAX OA 5025 Z5 uoM AK00 Per ASTM 620 with average minimum*W %'WX.OA PANEL WIDTH PANEL WIDTH ,M coamerdal 9 y- 75'TYRPANEL WIDTHW/A911AGAL ry O stronglh f,(ove.)-24.600 psi. Z Care design:Erponded pdyslymm with 1.0 a 1.25 I6s./ct density.hl JELD-WEH,INC. ® Door Pard Consfrac�+vl,the Dative and iacNive Prods are constructed from 9991 ® 6•W-124GA(0020'min.)golYowed slant.The Hoa sheet Mops and bottom aro INACIK ACTNE OA DLO. bent 90'Over the Tap and bottom roil.The top LVL sal measures 1.67• M4DTH wide x 1.042'high.The steel bottom Toa is roll fommd 0.021'galvanized 80' BO - Air Aor sled measwing 1.67'wide x 121'high. The sides of 8e faSe shed are WAX• MM, ow E: ro4 lormed onto the LVL latch stile and PonderPine Hinge stile which OA 63.125- o" measure 1.67•x 1.0'. The imfenar cavity is DA filed with polystyrene. The PANEL PANEL'' MAX. Ri Jac sheets are glued to the po"livenne. HEIGHT HEIGHT OA Fixed LRe Garet.•vrhe sash is constructed from 24CA. (0.020•min)gahiavired • DLO. steal. The edges d the lace sheet am beat 90 as the palyslyreae care • 8125' Him z and glued to if.The sideke pads ore rated to receive the ODL Lip Lite 61.25 MAX .+ • Frames or the optional Trinity Light Fromes.(See sheet 7 for gazi g • OA Q defogs.) The Me frames are sealed w/DSD glaneg compound on the FRAME exlerar HWIT From Constructom The Games we constructed from Paxlerom Pine iambs measuring 1.25'ride x 4.5625'deep.The door and siddte head lambs a ore mortised and butt joined to the side jambs and atiodied With(3) 166A. vV o 0 0 2'x 7/16•crown Wire stOPIM The units use o standard buM face PKMO tMshnoW emosuring 4.041'deep x 1.0"nigh.The threshold is attached to nnsac nna N the bane rAh 3 16CA 2•s 1 16'erorry riga s stlMZlfwzj IrYT(Oi10(0)W/IFfMV-WPACT r.o 0.75' 0.625' TABLE GOMFff(15 0.625 .1 n 1N,aAt'T LST fX) •:,p DAIS. 9-11-01 pFSCPoP110N' y �: • .O y sate NT.S. 1 I.yaERAI NOTES AND IWIOV.ftfY411MONS TABLE 1: 7 *- Br OTO.m: JMU 2 ITRTICAI.CROSS SECTIONS AID BILL OF IMA1E16AL5 11 M� -♦r . nw�er S. SAfFEU 3 Hwauffm�SECTIONS "'0. 4 FORQONut CROSS SECTIONS AND NOTES SINGLE Dow IMT(X 2L)a a" +M pd-70 psi =.. �Mu= � DrrxWua-2 5 ACIMING 3:OCiAT101M5 AND DUALb ._ Wo no-aiwr SOFLRFS kally 519med by Hermes F Noreen.KE �T �• P 2 BUILDING;DROPS.INC. 5-2104 6 rNKAIORMIC t.(CATIONS AND DETAILS ODIaE 6008 IMF(IDL ODL XMTL IMOD) +57 psi-57 pat 'I am approving this document Sya ` Phone.407-644-6957 7 FXAZNC OE'NXS� M/MD HDN-MPACT SIDBAES te:2012.05-01 173135.04'00' mnr �zwssw Foe:407-044-2366 sm¢t 1 one Rr 8 0.75'MIN. CONCRETE/ 0.75'MIN. EDGE DIST. MASONRY 51 EDCE DIST. MASONRY CONCRETE/ 51 1.50" BY OTHERS 1 ODOR STEEL FACE SHEET 24CA 0.020 SiLI MIN. L5O' BY 0TH 2 FRAAE HEAD F81f;FJ2-JO1N[€D AONOERASA 0.250 EMB. ` MIN. 3 FRAME HBVGE J4A� FlNGER JONIED PVNIXFOS4 WNE MAX. t' WOOD 19 EMB. ' 19 4 FRAME LATCH JAMB FMIGER JOMIED PONDEROS4 MOOD SHIM 5 4" 4'BUTT 1 Sim wow 20 20 6 9 X i'PFH HOOD SC11EW ►INCE TO DOOR ori 7 DOOR LATCH SIZE 2 0.250' y. / 44 8 ot/1SN1►VG PElp(0 BUMP FACE TFIRESf1OLD AL LUN NUN C1 m ice MAX. /.� %�%• % 9 BRM TRpI H4q 1660.X 1' FOR ARp110N GP = c, SEE DETAIL 7 11 SHIM 10 CODON NFATHERSW O � ON SHEET 5 SEE DETAIL 7 32 12 DOOR BOTTOM 211L 11 VVVIR TOP RAIL f 1 ON SHEET 5 31 13 DOOR 16HGE STILE fNGER JOINTED PONDFXOS4 PAVE WOOD p a 17 NOTE 6 ON 29 14 10 x 1 3 4PFH W00D SCREW 10 SHE 4 SEE NOTE 3 oh 15 LOCK BACK fliNGER JOWED PONDEROSA PiNE WOOD M a SHT. 4 16 3 16'ITW TAPCON ANCHOR ffZ 1 114-MIN. EMBED. STEEL 1.750"MIN 1.750'MIN. 17 DCPANDED POLYSTYRENE 1.0 m 1.25 Ib. cf DENSfiY BY JELD-WEN FGA PANEL THK PANEL THK 36 18 NOT USED _ 19 2x WOOD SUB BUCK W00D 17 20 _"fm 0.25 AIAC TNI(.FYGH DENSUY PLASTIC OR GREATER _ SLE NOTE 2 ON 21 KWMCSET 400 SERBS KNOB SHE 4 2 38 22 KWiKSET TITAN 700 SEPoES DFADBOLr NOT SHOWN STEQ Z ro 23 x 1 t 2'PIASCREW VOL UTE FRAME STm oU 45 24 x 2 PFH NOW SCREW STEEL o x� 4 25 8 x 2 1 2'PFH WOOD SCREW 0.125'MIN. 26 t0 x JI PfTI MbOD SCREIY WPEf?fAL ASIRALAL TO DOOR GLASS THK. 27 10 x 2 PTH MOOD SCREIY - INTE TOR28 MULLION CAP 81.25" EXTERIOR 80.0" 81.25' I�FBLQfi QB 80.0" 29 SAICONE CAU(K CR IANRENCE 33 C SkJCONE c jz r &� 30 GLAZNG COMPVIA� QSD BY OA MAX. MAX• SEE GLAZING MAX. 31 BRM 1RIN NAIL 16CA x 3L4" FOR 3 8'QUARTER. ROUND. wa= ��, zo OA OA OA DETAILS, SHEET O.A. 32 3 8 QUARIFR JMW SIDELIfE STOP WOOD o23 - FRAME _ PANEL FRAME 7 PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTRHI RAO w�- ! HEIGHT HEIGHT HEIGHT HEIGHT 34 SCHIAGE KNOB S£T F51 ATEE ~ �� 35 SCHLAGE DEAD80LT 8360 NOT SHOWN m a 36 SIDEUIE SnlL FACE SHEET 24GA 0.020 MIN. STEEL STEEL ix SEE NOTE 2 ON 23 3 37 1 8 IEA/PEREO GLASS BY PPG GLASS S = SHT 4 38 LITE FRAME SG SPARTECH FOLYCOM PP5530 C13 POLYPROP. l �-i- . 39PRESSURE TREATED MULUON BAR 3 4 x 4 9176 x 81 1/4-) P.T. WOOD 38 40 ALUMNUN EXTRUDED ASTIMML BY IAIPERML ALUMINUM 41 ASIRIG4L STRIKE PLATE BY WPERL4L 42 YALE KNOB HERfVa STEQ 1 3643 YALE DDE40WT HERITAGE SERIES NOT SHOWN �� STEEL W = 17 NOTE 6 ON 17 44 SIDEIJTE FRAME HEM,SILL AND AhMS(FINGER JOINTED PONDOM PINE) WOOD _ 10 SHT 4 29 45 ULE FRAME BY 1RINDY FOR 1 2'I.G.U. POLYPROP. E NOTE 8 ON 32 46 1 2'IIMLAIM 1EMPERm GLASS BY TPoNIIY AMPAC � o EE NOTE 9 ON 33 SHl 4 16 47 E 1' 48 i'INSULATED iE1WERFA GLASS BY iRMBil AAIPAC POLYPROP. SH 4 16 SEE 49 WE Emma SCREW x 1 112-LONG PANHEAD BY � Qe� 12 SEE DETAIL 7 NOTE 3 50 GLAZING COMPOUND IKNY 1199 Sim B ON SHEET 5 ON 4 51f0 WOOD INSTALLATION SCREW W 1.50'MN. EYBEDYENT SILICONE omg. 31 DOOR LATCH SW PLAIE STEELLACH DEID BOLT SWE PLATE �� I� Sim1.25' ; _ ` ` m1.25. MIN.2.50'MIN. CONCRETE EMB. . ] 1-01 MIN. — / 1.75" 2.50"MfN. CONCRETE/ � Prepaed BY .T.S. EMB. EDGE DIST MASONRY -- MASONRY * . : * _ JWJ MMI. EDGE DIST ^7 a cHc et:S. SAFFELL BY OTHERS BY OTHERS t�VERTICAL CROSS SECTION VERTICAL CROSS SECTION %�.' :'�� rpmm No.: WITH HIGH DAM Ir THRESHOLD AT SIDELITE SASH '�� EN1ttDWG DROPS NC. 5-2104 FM `� Plwne:407-644-6957 9 zee Fmc:407-644-2366 Sfo:r 2 or: 8 SEE NOTEE 4 25 19 20ON 4 52 7 1 15 SHE 4 21 42 34 13 6 5 6 3 20 f 9 2 SEE NOTE 7 ON SHT. 4 F1�4B FXIERIOR a •e 1.750'MIN. C1 �i e. PANEL THK. Q e• Z 4wCONCRETEW / MASONRY \\ j BY OTHERS e � INTERIOR IAB 7 � n \ 0.75' 51 10 1 17 17 1 10 51 EDGE DI T..� SEE DETAIL 5 .75'MIN. O x ON SHEET 5 SEE DETAIL 5 ae EDGE DIST -+o < o . ' •,' ON SHEET 5 ° 0250•MAX dLHORIZONTAL CROSS SECTION [�1 HORIZONTAL CROSS SECTION t=nooU 1.50'MIN. SHIM 3 LATCH JAMB TO BUCK H0C JAMB TO BUCK 0.250'MAXCONCRETEI MASONRY EMBED. SHIM },SO•MIN. a oz� rw x BY OTHERS EMBED. U9 SEE NOTE 1 a o ON SHE 4 26 8 3 40 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a a 17 15 1 7 40 52 7 1 15 214234 � 0.31'DIA x 9.0'LG. AT TOP& BOTTOM 5 N 1 IV ACTIVE o g W SEE NOTE H 1 SHE. 4 26 10 @ee 0QAIL I 5XIQ— 1.750'MIN ASn?AGAL TO S111F ATT CHM NT 1�4 N07E ITEM 24 NOT SHOWN THISPANEL THK VIEW FOR CLARI4It11t1``EE NOTE 4 SEE DETAIL ` w SON SHT. 4 24 1 ON THIS10 1 17 Z�, 'Sa�L CAM 9-11-01 SHEET Prepared BY SCAM N.TS. JWJ m HORIZONTAL CROSS SECTION ��= T ;�to ax er:S. SAFFELL AT IM IAL TRAGAL DPAWM W �� r�.�s.• �� BUILDING DROPS.MG S-2104 Plwne:407-644-6957 '� 9� �� Fax:407-644-1J66 seem 3 of 8 3 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 42 34 ON SHL 4 13 6 5 6 3 28 9 44 14 SEE NOTE 7 ON SHL 4 32 SEE N07F 3 ElQ6 4 4538 _ 31 1.750'MIN. ON SHE 4 EXfER10R PANEL INK. V m g 3 W u : ..N j �� - lNIERIOR SEE GLAZING 36 SHEET 710 10 7 \�\' SEE N07E 2 3 SEE NOTE 5 ON SHE. 4 SEE NOTE 6 29 /// � 25 SEE N07E 5 1 17 ON SHE 4 25 ON SHE 4 ON SHE 4 17 1 /// ��\ 29 SEE NOTE 6 z SEE DETAIL 5 SEE DETAIL 5 ON SHE 4 3 2 0.750' ON SHEET 5 ON SHEET 5 oa N 3939 0.750' SEE GLAZING rn� [�\HORIZONTAL CROSS SECTION r� HORIZONTAL CROSS SECTION DETAILS. SHEET 7 AT (DELI E TO LATCH JAMB AT SIDELITE TO HINGE JAMBCL �? J Qc,o � NOTES: ui CONCRETEI I. SPACING FOR ITEM 126 THE 110 x 1'PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS3 MASONRY 51 20 4 SEE NOTE 3 19 31 o AS FOLLOWS: FROM TW TOP DOWN& THE BOTTOM P• 1.0-, 2.5-, 4.0-, 5.5; 13-07, 18.0'&26.07. �OTHERS ON SHE 4 2. SPACING FOR REM 123 THE 18 x 1 1/2'PLASCREW IS AS FOLLOWS: 70P &BOTTOM HDReWAL LY WELIIE PAN . 32 36 38454: 3.0"IN FROM EACH CORNERSEE GLAZING a 5 �' ON THE RTlCA Y FOR pI w payEl S•3.0. 13.0, 26.0. 39.0', 52.0'& 63.0'. DETAILS, SHEET 7 n -r 3. SPACING FOR ITEM 131 THE 16GA x 3/4'BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND •' ITEM 19 THE 16GA. X 1'BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MUWON BAR VERTICALLY, IS AS FOLLOWS 70P t�TEOM HORI r►nrrer I Y(FOR THE 3�8'QUARTER ROUND)• 1.25'IN FROM EACH CORNER WITHo (1) W MID-SPAN. ,. EXTERIOR N N ON THE SIDES ALLY(FOR BOTH a'QUARTER ROY".t YU r ON CAP): 1.25'FROM EACH END &SIX MORE EQUALLY SPACED ON THE FIELD. •; W on 4. WHEN ATTACHING THE STRIKE PUD \ USE ITEM 125 E TO THE JAMB AND BUCK , A 18 x 2 1/2'PFH WOOD SCREW. i 0.125'MIN. PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SWM JAMB AT THE MULLION USE ITEM 124,A 18 x 2' \ GLASS INK. - z ° 5. SPACING FOR ITEM 125 THE 18 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS. 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 2 23 6. THE SIDELITE PANEL IS SECURED INTO THE SIMMJAMB W/ITEM 129 SILICONE CAULK ON THREE SIDES AND • l ON SHT. 4 a 3/8'QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4'LONG. . �� 6 \ HORIZONTAL CROSS SECTION o 0 0 0 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2'PFH SCREW. WHEN ATTACHING 0.75'MIN. de ��\ 29 SEE NOTE 6 �r� {Q�yUI L TO BUCK o THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4'PFH WOOD SCREW EDGE D1Sf ,� ON SHE 4 `�� S F 8. SPACING FOR ITEM 149 THE 16 x 1 1/2'PANHEAD SCREW �� w o v m a (TRINITY*, 32. 125 IS AS FOLLOWS: ° OSEE DETAIL 5N SHEEP 5 �,`r��'' �O DATE: 9-11-01 �ff TEFRAMFROM THETOP DOWN AST'^"�I v 3.25', 18.0625; 32.8125', 475625'&62.625' SIDElRF IITENK TOP BOTTOM FROM THE IFFf• ONE(1)SCREW AT 4.4375' n a 7 = Prepa-d W. SCALL N.T.S. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE 0.250'AUX. w*� ;* _= owG.ar: JWJ USED UPON APPROVAL OF THE ARCHITECT ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. ° ' cwc ev:S SAFFELL 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. USE ITEM 125 WHEN INSEAWNG INTO 1.50'AIN. SHIM i � ��ra MULLIONS. USE REM 116 WHEN INSTALLIHIG INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILTS. FMBED. 'o r cda• ��'�� BUG"DROPS,IVC. S-2104 `� Plwne:407-644-6957 FBPE g �e Fux:407-644-2366 sr�Er 4 of 8 74.50'MAX. OA FRAME WID SEE DETAIL 2 70.25'MAX OA FRAME WIDTH ^f ON THIS SM. SEE DETAIL 4 S .00'TYP. ON THIS SHI. 4.50'TYR 9.00'TYP. cs 1 P• 6.00"TYP,. 12.50' 3.00' 6.58' 6.00"TYP, m DO'TYP. Typ 3.00' DO'TYP. ? O 6 TYP. -1 1 1 1 1 1 1 1 6 I ON THIS SHE SEE DETAIL 4 W a 7.375 . — — — 7.375' 51 51 \ ' 51 \ 0 g v I1P. TYP. M Zr C 5 31" 5 — SEE NOTE 5 — — 31' SPACES SPACES ON SHEET 4 0 13.85" 0 13.85 SEE DETAIL 6 SEE DETAIL 5 ON THIS SHE. 81.25" — /-ON THIS SHT — 81.25' — — — — MAX. / MAK. z OA OA �n FRAME 25 — 5.50" E 1550' 0 HE W Y oqz zo 31' !R J ozd 36.625" 16 36.625' W a= 16 c��3 11P. y m TYP. 1 1 1 0 a 6.00 .00'TYP. 12.125' 3'00" .00'TYP. TYP. 7.00'TYP. TYP Y 3.00" 7.00'TYP. 5 �-ro .15'MIN. o SEE DETAIL 3 C-SINK• N ON THIS SHE i DOOBL DOOR WIITI R Mum LOCATIONS SALE DOOR WITH SIDELITES ANCHOR LOCATION / \ � ® 1?EItD FROM IM WR 1 25 16 53 16 5125 \� 8 14 2 SEE NOTE 5 SEE NOTE f0 \ — — 7 SHEET 4 \ / ON SHEET 4 — \ / \ / / \ / o•- o�� 1 I 6 / \ 5.50' 1 1 S F. RSINK FOR BON ANCHORS W 41 1 6 ` 1 24 5.50' i 24 25 `��rlt::.\' 'Q 'L ORM. 9-11-01 \ SEE NOTE SCALEON.T.S. 4 SHEET 4 - 7 _ DWG.BY- JWJ 1ETAIL 2 - ® Han 52 10= as er:S. SAFFELL -----�._�t@ DEENL 3 - ® IHR_ESHn�n DETAIL 4 52 oc�' P�' ��: DRWW No.: ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB do DOOR D` '`'"`' ��.`� BUI.DM DM W S-2104 STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB FWE ' Phone:407-644-6957 g �avns Fax:407-644-2366 sNrrr 5 ov 8 107.00'MAX. OA FRAME WID 37.75"MAX. OA C FRAME WIDTH SEED TAIL 2 ce ON SHEET 5 Zc�CC 4.50"TYP' 16.41' TYP. SEE DETAIL 4 .0 3.00" .00"TYP. 13.41'TYP. ON SHEET 5 W Y 1 Ix 3.00' .OD"TYP. 6.00'TYP. �- _ L 6.00' 0g .�� .00'T1P. 6 TYP. - I I i III 11 1 I I I I 6 TYp SEE DETAIL 4 >^Y a 7.375' 6 TYP. 7375, ON SHEET 5 FL � - - 51 51 ` 51 T1P. L 5 �' TYP. SPACES SEE NOTE 55 6 25 Z• W ® 13.85' ON SHEET 4 31' SPACES SPACES uo� ® 13.85 0 11.54' 31" 81.25' SEE DETAIL 5 MAX. f ON SHEET 5 81.25" SEE DETAIL 6CL o¢ OA MAX. ON SHEET 5 a 3 FRAME l I OA 4 oZ HEI T _ _ 5.50"I I 25 FRAME HE HT 5.50" I I cR 31' IE 36.625" 16 - 21 o= o 71P. 36.625' - - BL L,7YP 3.00' 3.00' 3.00' 7.00'TYP. 7.00'M. Y r m j m SEE DETAIL 3 8 ON SHEET 5 SINGLE DOOR WITH R CInF11TFS ANCHOR e=^An nus DOME DOOR WITH SM ANCHOR LOCATIONS Mennuc VIEWED FROM INTERIOR VIEWED FROM INTERIOR 00 S F.,,f,��i�� o o=8 0 W ��i; p �` DAiE 8-11-01 7 ° = Rvp red Br —: N.T.S. a ' T C nuc.er:S. SAFFELL ��O r..c an• ��` BWMIG DROPS W. Dec 2 `� Plwne:407-644-6957 5-2104 `� � �� Fmc 407-644-2366 sir 6 of 8 1 50 3 3 EXTERIOR 50 0.125-mw O m ce C TEMP. GUMS 2 p KNESS 3Y�`g saQ da INTERIOR 0.50' GLASS BOE 50 38 23 SEE NOTE 2 1 2 50 29 4 ON SHE 4 V• N EXTERIOR DMD-AUA1. CLAM DEUfl 1x OOL LITE FRAME SNICIE PANE c: TiYC 0.125-TEMP. 0150'AIR c j 1/8'TEMPERED(LASS GLASS SPACE a SPARTECH �i V'o POLYGON PP$53O C13p n•r.w- o.1z5'TE411P. � 50 INTERIOR SSS SPVM WMEEK GLASS WF WE qQ, 17 29 29 48 5 4 4 SLE NOTE 8 n ON SHE 4 EXTERIOR a, �+ 0.125'TEMP. (LASS TRIMfY LITE FMmE 1/2'WMATED TEIFOn GLASS 1.000'MIN. UAW EU-5007 GLASS TFpC. .750'Ap ACE INTERIOR I IS'r.50 0.125'TEMP, I 0.50'STEEL SPACER CLASS SIM GW00�MPLCONFIGMATUIS r Y S1F I� GLASSG A&S REQUAtEMflN15 OURM BOE ! FOC SECWN 2406.LN 5 4 4 SEE NOTE 8 ON SHL 4F..... i 8 duyyG Off-�� 2T4 rr- :'p% o�tE 9-11-01 _ TRIFtl1Y LITE FRAME - •O P"4w�o N.T.S. 1 WSLOLATED 1LlOfM(LASS _*. *_ aiw.w. ,wy o C oK lr:S. SAFFEU 407-644-W 5-2104 F=407-644-2366 LI¢t 7 or t I r 1.670'� 1.670' 1.670" 1.670' ' 45625' 2188" l.zlo• 7/�� 1.0 00• l.000• 1.042' j / /. / a7so- _L DOOR BOTTOM RAN DOOR OWE ST.I o.500' dd t2 24G4(0.0211 STEEL I3 JONTEO PI)lDEROS4 O7 DOOR UVTCHL 5►RE 1t LVI. .a 6 m PULE MOOD 2 3 FKK= 4 44 ip01pEROSA F1ME Z � IS 3 I r-0.513' 1 1 - 1I`a125' W _ 1 I r1.645", 0—.52299' OAP_ 1 0.500- 1.544' : 1544' 1586- 0-140• 1.750•—{ I 1.750'-4 0530• ^{ 1.752--I •"�r_"i OL:ORNER eLorac FTNR 2.521• 2519' 2.621' mS STEEL BOTTOM RAIL 10 SCHLEGEL 0-LON oos 650 45 (/1'I.G. TB I1TE FRWE 47 - F�MMW POLYPROP � MOF r 00' LONG 1500 yWI Y PLASTIC LRE KIT MAIERW. iR061Y PLASfC LRE 10f YiVER1A1. ODL PIASIIC LRE I0i 11ATE184L � APPROVED 1U40ER NLN 107-0828.01 APPROVEp mv"NOT► 7-082801 I APPROIEp UN1ER/Fa1 oto-Im.o1 125°' 1.109• O.W. 0.482" 0- 'I 0.624' Q O O Sd5' 0 j75-01NRIFR R°ILFU ri 1-750' 2.500 O 1.736'0.675 ❑ O 5 S10P , 2-OW ASTRAGAL HAS TRV 0.3125' 2.137'1.012 Fw d OLA x 9'LONG 80LT5 I I 1 ON TOP. 1 ON BOTTOM O I O 0 -1 1.375' f+Gmr I O 0 F" 1.025" -{ 1.381' -2- �- —y� 4.00°' c4�TBA�A1 r1MPERNL) 40 41 �iRA1fAL STRIKE PUTS (1D04R IaTCH STROKE PUTE DOOR UTCH DEAD C� 1NffR SIEFI_BUfT Fl410E 6063-T6 ALI/MMA111 (MIPOK 0.125"STEEL) l l STEEL 53 wvi OPUS(8115'[ONG) O4'x 4'x a097'11110 STEEL 11.875' 1-710'--{ 1-DDD- F9NRDNNRE USWAB ED --) 4A41- / i (� Nam PEMkO 9-11-01 AWN of- SCME W-1 iwi low LOCK BtlriTBL/rif �i -••�.�� BIROMC ONOP$MC -2104-2 15 FWM MOD POFpER06A PNS wa � �407 Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Limited Liability Company 1BANiETA, LLC. Fili!h( Information Document Number L11000083368 FEI/EIN Number 800783650 Date Filed 07/20/2011 Effective Date 07/19/2011 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 03/12/2013 Event Effective Date NONE PrincIp l Address 9190 BISCAYNE BLVD. #202 MIAMI, FL 33138 Changed: 01/12/2015 l4LIi g Addre�°s 9190 BISCAYNE BLVD. #202 MIAMI, FL 33138 Changed: 01/12/2015 Registered Agent Name & Address ALDABE, JOSIANE 9190 BISCAYNE BLVD. #202 MIAMI, FL 331,38 Address Changed: 01/12/2015 Authorized Person(s) Detail Name &Address Title NIGRM ?,LD,6 3E, JOSIANE 9190 BISCAYNE BLVD. #202 MIAMI, FL 33138 h tp: //search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/20/2015 Detail by Entity Name Page 2 of 2 Title MGRM ALDABE, FRANCIS 9190 BISCAYNE BLVD. #202 MIAMI, FL 33138 Title MGR ALDABE, EMMANUEL J 9190 BISCAYNE BLVD. #202 MIAMI, FL 33138 Annul Re oras Report Year Filed Date 2013 01/15/2013 2014 02/25/2014 2015 01/12/2015 Document Images 01/12/2015 /-= NNUAL REPOR=r_ View image in PDF format 212,, r?014-- ANNUAL Rt-PORT View image in PDF format 01/15/2013....... ANNUAL.R REPORT View image in PDF format 04/11112012 -:-LANNUAE._ RI_=PORT View image in PDF format 0712012011 Florida Limite Li@bility View image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/20/2015