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WS-15-1238Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237999 Permit Number: WS -5-15-1238 Scheduled Inspection Date: July 01, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: TARATUTY, CAROLINA Work Classification: Door Replacement Job Address: 186 NE 108 Street Miami Shores, FL 33161 - Project: <NONE> Contractor: HOME OWNER tiunaing uepanment rromments REPLACE FRONT DOOR Phone Number Parcel Number 1121360090010 INSPECTOR COMMENTS False June 30, 2015 For Inspections please call: (305)762-4949 Page 25 of 40 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. June 30, 2015 For Inspections please call: (305)762-4949 Page 25 of 40 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 186 NE 108 Street 1121360090010 CAROLINA TARATUTY Miami Shores, FL 33161- Block: Lot: Owner Information Address Phone Cell CAROLINA TARATUTY 186 NE 108 Street MIAMI SHORES FL 33161- 186 NE 108 Street MIAMI SHORES FL 33161- Contractor(s) Phone Cell Phone HOME OWNER e of Work: REPLACE FRONT DOOR of Openings: 1 litional Info: ssification: Residential inning: 1 Fees Due Amount CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $3.00 Technology Fee $0.80 Total: $118.60 Valuation: $ 199.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5-15-55694 06/26/2015 Credit Card $ 68.60 $ 50.00 05/26/2015 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building 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 zoning, �u$hermore, I authorize the above-named contractor to do the work stated. June 26, 2015 Authorized S44fure: er / Applicant / Contractor Building DeVup went Copy June 26, 2015 1 Miami Shores Villages-- �� Building Department MAY. 2 6 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 '-= `-=------- INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 i(D BUILDING Master Permit No. -Lo 9 2,3 PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL f-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP QCONTRACTOR DRAWINGS ST JOB ADDRESS: O L City: Miami Shores County: Miami Dade zip: l Folio/Parcel#: 10-0 6 . (+ "( -( Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: -�-�-- BFE: FFE: OWNER: Name (Fee Simple Titleholder): C'4'i N�T 1�-2� 1 7L y Phone#: '-segs go) 566mg Address:_( 9 o6 N15 I () 9 ST \ 11-- Zip:.-3� 6 City: �.i` Q1/`M.l_ C rl � State: � I, Tenant Email: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Huuress: City: State: Zip* Value of Work for this Permit: $ e ©® Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration1❑ New ❑ Repair/Replace ❑ Demolition ot Description of Work: Iqc D� C te "1 IJ© ® P. Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 6 E ' 60 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ER or AGENT V CONTRACTOR The foregoing instrument was acknowledged before me this day of ' .20 , , by 1 PrQ4TV 4, who is personally known to me or who has produced 'FL ®0-i V�--' e -S as The foregoing instrument was acknowledged before me this day of , 20 by me or who has produced who is personally known to identification and who did take an oath. identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: Sign: i g Muoliult Print: - : NOTARY it : = Print: ® RURi 6ra-r— _ Seal: Commission # Seal: �'..EE113059. I�r^ �/ APPROVED BY _ Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) OWNER BUILDER DISCLOSURE STATEMENT Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NAME: C UN k (V IR \J DATE: 05 2D, CEJ ADDRESS: _ �� NE to ��-I uakw,i S�C)vz eft 3316 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. it may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial (sr 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial_ 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. IF may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial_ (1 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously Implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's Insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial_ r I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or httg://www.mvfloridalicense.com/dbpr/pro/cilb/lndex.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of 20 (5- 9 5_ By C-'�' ( —C—C,?-z-( Produced there license or C-�— ER who was personally known to me or`"pp,i�as�! / \enIS as dertf176 . :• ComOn NOTARY O,c •..... @,\`� (2 C) er Cnl IPJTY RI JI ES AND RFnIll ATInNS fid v 9999 . 9999 9999. .. ... � . 990. . �. 9000. �... . .. . 9999.. 9999. 9999.. fid .y Florida Building Code Online 5/21/15, 2:00 PAA 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 Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, 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 & Managemer; irk": see:* • Validated By National Accreditation & Managemer; j2 t;V, • • ; • •' • ; Referenced Standard and Year (of Standard) Standaind Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method i Option A . FloridgrBuilding Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 05/01/2012 05/01/2012 05/06/2012 5/21/15, 2:00 PM FL # Model, Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sldelites Limits of Use Certiflcation Agency Certificate Approved for use In HVHZ: Yes FL15558 RO C CAC NIO11082.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, FL15558 RO II S-2104 SS.Ddf configurations, design pressure ratings, and Installation details. Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 •6060••• Created by Independent Third Party: Yes ••60••• Evaluation Reports FL15558 RO AE PER2035 SS.pdf •00000 Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe StreaL Tallahassee F132399 Phone: 850-487-1824 The State of Horida Is an AA/EEO employer. Copyright 2007-2013 State of Honda.:: :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In tensa to a publio-records; request, do not send electronic mall 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 If they have one. The emails provided may be used for official communication with the lid. 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 H you are a ilcensee under Chapter 455, FS, please dick hgaL. Product Approval Accepts: E ® `® 0 GrediiSAr E 6060•• • • 6060•• 6060•••• • • • • 6060 • • 6060• • •6060••• se • ••60••• • •00000 • • • 6060•••• 0000 •• • • • • • • • • 6060•• • 6060 6060000 •••6060• 060•0 960•00 6060 6060• 6060 0 6060••• • 6060 ••• • •• • • • • • • • 000.00 • • • • 60 • • • ••60••60 • • J , I 114 NOTICE �� ; ODUCT CERTIFICATY � 1 u Compatl' : JELD-WEN Exterior Doors Certi tion No.: NI011082 } 3737 Lakeport Boulevard Certi cation Date: 05!01!2012 Klamatb Falls, OR 97601 Expir -tion Date: 08/31/2015 Product: "Energy raver/Contour" Opaque Wood-Edge Steel Do'r w/ or w/o Sidelites (wood frame) Specifications Tested 7'o: TAS 201/202/203-94 I The -Notice of Product Certification" is only valid if the NAM I Certification Label has been applied to the product as descri d within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This pAoduct has been approved for listing within NAMI's Certified Product Listing at www.Namicertificalinla t'ott . NAM I's Certification Program is accredited by The Amerl¢an National Standards Institute (ANS!). i Inswing Glazed _ Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments _ s X O/S- Opaque _ 312" x 6110" +6600 10.0 psf Yes CTLA-6%W Single Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 1.8 OX/XO O/S Door-Opaque 4'S" x 610" +6600 10.0 psf Door-Yes CTLA-6%W' Singlerw/Sidelite Sidelite-Glazed Sidelite-NO Max Panel Size: 3.0" x 618" Si1)elite DIA: 6" x 5'3" (1B" Tempered Glass) Installation Details: S-2104 1-8 OXO O/S Door-Opaque 5110" x 6110" +6600 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0" x 61" Si elite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 14 XX O/S Doors-Opaque 6'3" x 6'10" +571-57 8.55 psf Doors-Yes CTIA-696W Double Max Panel Size: 3'0" x 6'8" Installation Details: 5-2104 1-8 OXXO O/8 [(Mors-pppqtd: a 'iB'�1" x 6'!0" +57/-57 8.55 psf Door-Yes CTLA-696W Double w/Sidelites • • •• • • Sidelites-No I Max Panel Size: 3'0" x 6'8" • • • • • • • • • • • Sidelite DLO: 6" x 5'3" (118" Tempered Glass) installation Details: S-2104 1.8 NationaCALer4iitatioa A ManagerRll-t "tote, IncJ4794 George Washington Memorial HigbwhytHayes, VA 0 • • • • • • • • • • .: Tbl •(804) 684-5124/Fax: (804) 684-5122 i •;• ; *VASA AUTHORIZED SIGNATURE: . . . .. . . . . . . ..... . . .. .. .... . . ... . . •. 0000 0000.. 0000.. • • • • • • 0000• ••• •••b.• 00000 - - 69,9 _ 0.•4 • • .. •• •0000• • • 00 0 00 0 -1 • 000•• • 000•.••01A.00J. g p * L RJR m } � L O bt L ®®®`il e m __ f4 p l'!1 > Iiance IIg o � iT $ ro � EW tPgiE o, xoU1�S�ve�Va JELO-WEN, NtlC: r ism wnH r Nav-arParrs�aarrEs 3737LAKEPOATBLW. rn4kn vast oR a�IaLY: KLANATHFALLS,OR OW 111.4 r ! A AND PH. 541.82.3451 iplo VE"m cm SECRONS AND ou DF MATERIALS JEW -WEAK WC. VVLAKBWIILVD. KLMWIFALl M 90 FH. 541.882.3451 SEE NOTE 4 25 19 20 4 52 7 1 15 ON SHE 4 214234 13 6 5 6 3 0 19 2 SEE NOTE 7 ON SFR. 4 \ PANEL TMC a� WASO r BY 011m r'� ldIE�9S / • °' •\\ 51 10 EDGED a• \\\ SEE DETAIL 5 1 1 17 1 10 51 j/ 0.75' FON. ai�li ON SHEEr 5 SEE DETIIO 5 / 'O EDW DIST. c Q r ON %W 5 ° 0.250' YA1L ®_HORIZONTAL CROSS SECTION n_HORIZ NTAL CROSS SECTION LATCH JAMB TO BUCK _� e 1.50' YIN. SlOtl HINOt JAMB 0 B� UCK 0250' PAIL �o By 0THM EYIIED. C1 P SEE NDTE 12 � . ON SHi 4 40 47PAGAL THROW BOLTS (2) TOTAL; (1 EACH) & 17 15 1 7 40 52 7 1 1 214 34 E 0.31' DA x 9.0' LG. AT TOP B BOTWTTY : o� SEE NOTE 2 1 SHT. 4� 10 1.750. TON • •. • ecmere� 7oana oV1EW _ F €7 PANEL TW\ / NOTE BEII 24 Nor SHOWN 1FIL5 _ .. • • • • • • F�1 CIA `SAo SEE NOW 4 ON SHr. 4 • • 1Oi1 iH1S • • • • iD • • • • • • 1 1 �� Tom.' ~• 'i0 9-11-D1 • SWEET• • • • • ;.� � Pmpored Bf s'..�. N.LS. as 0 VAL or. JW t� Q CIK 01 S. SAFFELL HORIZONTAL CROSS SECTION 7' °:; T `3f AT IUPERNU. A5�RAGAI. CM I wo_ s • • • • s • • • • • • �'�'w°' 2`�� 81OlJNIIG • W 5-2104 Fboom 407-644-W • • • • • • • • • wo Fae 407-644-2366 r • • • • • • • • • • • • •• •• • • • •• •• 1 9 S1 110 x SCREWS ATTACHING THE 41PERIAL. ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE WHOM UP, 1.0: 2.5. 4.0. 5.5: 40. 18.0' & 26 0' 07HE16 �` J� r lmb, A @HORIZONTAL CROS, SECTION ASI ELCJU ATAMB 1.750' AM PANEL THK. 66 SEE NOTE 5 25 SEE DETAfl 5 ON SHEET 5 HORI OAITAL CROSS SECTION AT SIDEUTE TO HINGE JAMl4 NOTES: CONCRETE/ 1. SPACING FOR REM 126 THE 1' PFH S1 110 x SCREWS ATTACHING THE 41PERIAL. ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE WHOM UP, 1.0: 2.5. 4.0. 5.5: 40. 18.0' & 26 0' 07HE16 �` 2. SPACING FOR MW 123 THE 18 x 1 1/2' PUISCREW 6 AS FOLLOWS TOP & IIOTTOM L)ldf L Y SREM PANEL . 3.0' W FROM EACH CORNER. ` ON THE smog reg Y FOR DEM PAS 3.07. 13.0: 26.0: 39.0: 52.0' & 63.0' 3. SPACING FOR MW 131 THE MA 3/4' MD TM o.�ae ao< �, x MAI. ATTACHING THE QUARTER ROUND TO THE SMITE AND REM 19 THE 16GA X 1' WA TTdM NAIL ATTACHING THE MIM CAP TO THE MUWON BAR VERTICALLY, 6 AS s-2104 P FOLLOWS: TOP & WHOM HMMAi Y (FOR THE 3/8' QUARTER ROM 1.25' IN FROM EACH CORNER WITH / \\ (1) M MID—SPAN ON W. 4 ON RE SIDES 1.25' FROM EACH END & SIX MORE EOUALLY SPACED ON THE FIELD. 0.750' SEE GWING MAILS, SHEET 7 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 1B x 2 1/2' PFH WOW SCREW P WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT•THEUSEJ24, A18 x 2' PFH WOOD SCREW •M ! • 5. SPACING FOR REM 125 THE 18 x 2 1/2' PFH WOOD 9VM ATTA0100 TO 4E0<dfTHLR AP THE MULLION, •' 6 AS FOLLOWS 6.0 FROM EACH VERTICAL CORNER WRI114) MO��9E�S� L1•�}�ON•i�jE FIELD. 6. THE SIDBM PANEL 6 SECURED INTO THE °1p•1� q SOEUTE ,WW''(iyyj REM fjN 14WE SWS AND 3/8' QUARTER ROUNDS SECURED WITH M 131 BRAOWM 40903/4101OMG. • • • •• 0.75' MIN. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND flUCK USE ITEM 127, A 110 x 2' PFR SCREW. WHEN ATTACHING EWE THE HINGE TO THE JAMB AND SM.RE JAS AT THE WLLION USE 11EM 114, A 110 x 1 3/4' PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2' PANHEAD SCREW tr L1iEAOLLOWS: F • SM rrEEaau FROM THE 70P DOWN VERYK °� i r� ��5 .+�� : 3i :�4 4625 &•63 V5 i ;; • SIDELITE LREFRWE TOP & DDTfOM iR01K THE ONE (1) 6CKVI ATOI.4JV5: • • • • °. . T O � E LE�/fOR, CM CAC � 9. ALTERNATE APPROVAL USED UPON APPROVAL OF THE ARCHITECT ARCHITECT �T OF OF• 10. USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMS. USE (TEM 125 WREN INSTALLING INTO NUUXM- USE REM 116 WHEN MIALUNG INTO CONCRETE/WSMM SUBSTRATE'AT SIDRITE SILLS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE 3 SHT. 4 SEE NOTE 2@ / ON SHE 4 \\\\ 29 SEE NOTE 6 ON SHT. 4 LSEE 01144 5 ON SHEET 5 0.250' MAX. SHIM NOTE 7 SHL 4 a : SEE GLAZING ,. DETAILS, SfaT 7 EXTERIOR 0.125' MON INTERIOR GLASS 1HK. HORIZONTAL CROSS SECTION 61,41P UTE TO BU cS F. ' Prrq-='d By: PL I �` Q ceK. er: S SAI o.�ae ao< �, ITUI L1R0P5, tNG s-2104 P SE NOTE 2 2 ON SHE 4 / \\ 24 SEE NOTE 6 ON W. 4 39 0.750' SEE GWING MAILS, SHEET 7 a : SEE GLAZING ,. DETAILS, SfaT 7 EXTERIOR 0.125' MON INTERIOR GLASS 1HK. HORIZONTAL CROSS SECTION 61,41P UTE TO BU cS F. ' Prrq-='d By: PL I �` Q ceK. er: S SAI o.�ae ao< �, ITUI L1R0P5, tNG s-2104 P Phmia 407-644-6957 1 I I I I L4 -- %n V. ♦y w=k H Y \ Y w --TrARW4� SIIVLV arm t8 toS Hd SNaUMI "OHM t69L6 'BO'671MJRLMAlM77i •AlBMM 'OA7Biffoga ma V T9M- al�dn M = w3m-a73r , ,0-.6 Mrtt W mu 3WVda M 1 I I I I L4 -- %n V. ♦y w=k H Y \ Y w --TrARW4� 3 ffi awxm 1 Olaf 3H! nm Ql /!!/hJ1K r vi a s 00 � G lL /!!/hJ1K r vi a 00 00 .. • • I 0. .... 0000 • •• • ••• 0000 ••..fir • • • ••• •• •W� • • 0000 • •too • • •� / \ 44 • 0000 • • • v • • 1 � • 0000 � q �bz l � 1 1 � a 1 I \ I i N MAX OA FRI WE 107.00• MAIL OA FRAME W!D SEE OE7M. 2 0111 SHEET 5 4.50• NP. 16.41. 11P 3.00' 00. 7YP. 13.41' TYP. Typ. .00• TYP. 600• TV. IYP. .�- TYP.-- .00• TV. 6 TYP. 5 SPANS 13.85" 1 tl 1 111 1 I 11 Zff 51 51 TYP. TYR SEE NOT 5 ON SNEET 4 SEE DETAIL 5 — ON SHEET 5 5 •I I II — — 36.25' 16 — — TYP. 1 SEE DEI& 4 ON SHEET 5 6TP n 5 SPACES ® 13.85 3.00• TYP.--I L3.OG' III EYP. --i or.BLWBW or Typ or. 3.00• TOO TW.� 7.00• TYP. • OAR •• • • • • ••• • OSE 6i1TF1 SI�L11E5 ANCHOR 4i0G1TWN6 VOW FROM WOM• • • • • • • • • • • • • • • • • • ... SEE DEI& 4 ON SHEET 5 6TP n 5 SPACES ® 13.85 3.00• TYP.--I L3.OG' P• &:a«. Mm OIG PMwc 407-644-6957 407-6Y4-2766 EYP. --i or.BLWBW or Typ or. 3.00• TOO TW.� 7.00• TYP. • OAR •• • • • • ••• • OSE 6i1TF1 SI�L11E5 ANCHOR 4i0G1TWN6 VOW FROM WOM• • • • • • • • • • • • • • • • • • ... • .. . . .... .. . • . . . ... . • .... ••• • •• • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 SW%U ODOR WlD10Ui_SIDELRES_AMCIM LOCA1' 11WE0 FROM WOW c91F.,A;-" i,- gi Zs PE SEE DETAIL 4 ON SHEET 5 cFac zjav-. P• &:a«. Mm OIG PMwc 407-644-6957 407-6Y4-2766 or.BLWBW 5-2104 or. EXTERIOR INTERIOR d a EXTERIOR INTERIOR 0.125' MIN. TEMP. GLASS 0.50' GLASS BRE 7 SEE NOTE 2 ON SHL. 4 EXTERIOR GLAZING DETAIL 1 DOL LITE FRAME SINGLE PANE 1/8' TEMPERED MASS SPARIECH POLYCOM PP553D C13 38 INTERIOR 0.500' MIN. GLASS THK. 0.125' TEMP. 0.250" AIR GLASS SPACE .25' x rte• 0.125' TEMP. 050 INTERCEPT GLASS GLA55 STEEL SPACER BRE 0 45 49 SEE NOTE 8 ON SHT. 4 CLAM WAIL 2 TRINOY LITE FRAME 1/2' INSULATED TEMPERED GLASS LUPOY EU -5007 0 0.125' TEMP. ALL OW CONFIGURATIONS SUL COMPLY WITH SAFETY (LASS GLAZING REOUIREMENIS OUIlINED 1.000* MIN. ,011 F4,,,,,,,,'. .5 `� � � • .750' AIR SPACE pp 9p %i o GLASS THK. *.a..n• .�sullaw OROP$ ILC. s,x Rs' Pdonc 407-644-6957 �zeu Far 407-644-2366 • •aI�S•••TE6: .75' x .50' SUL SPACER •:GLts i i i • i • 0.50' GA$ •• ••• •• • • • •• • LITE SEE NOTE 8 ONSHL4GLAZIN • ••• • ••• • •�• • • • • (¢JOEL 3 TRINITY UIE FRAME • • • ••i •• • .000 i • 1' INSULATED TEMPERED GLASS • • • • • • • • • • • • • • • • • LUPOY EU -5007 •• • • •ria,• • 0.500' MIN. GLASS THK. 0.125' TEMP. 0.250" AIR GLASS SPACE .25' x rte• 0.125' TEMP. 050 INTERCEPT GLASS GLA55 STEEL SPACER BRE 0 45 49 SEE NOTE 8 ON SHT. 4 CLAM WAIL 2 TRINOY LITE FRAME 1/2' INSULATED TEMPERED GLASS LUPOY EU -5007 0 er: S SA w ml -- S-2104 r_7_or ALL OW CONFIGURATIONS SUL COMPLY WITH SAFETY GLAZING REOUIREMENIS OUIlINED IN FOC SECTION 2408. ,011 F4,,,,,,,,'. .5 `� � � • ��;p� P�epmed liy: pp 9p %i o •�2 *.a..n• .�sullaw OROP$ ILC. s,x Rs' Pdonc 407-644-6957 �zeu Far 407-644-2366 er: S SA w ml -- S-2104 r_7_or r ,.670- -{ � 1.670- � 1.670' � t.67O' ..`.x625• 1 r- 2.166- LLJJ1.210• ���%�� 1.000• 1.000• ►.042- 0* 0.750' I 750- -I iii �� _ I -� '�L opo• -T 12 mm pm mw 24CA ( 0211 SMU 1JJay=WPONDEEROSA 7 11 2 3Pff !fes JON" 4 44 PONDEROSA P01E O413' H:Bt3�i O.125• � I I 'j�� C 1.645' ��% 0.529• I (Sdq 0.500- ffi.7521 4' 1.544' 1.586' 1 0.140' 1.750--I 1.752--4 2519- ----{{ 2.621' OCORNER MM CaWRRESMN STEEL SOTMM RAL 10 ODS 650 45 VY 1.0. FILM IE FRAYS YOF r 3.0' LONG MMM PL4ST LITE pT YAC 1.5w' -{ 'APPROVED UNDER BQLI77 .9101W/Ol li 12`x- 1.109• 0666• 0462- C O.M. --{ 0.624' Q O O 1.750- 2.500' 1.736'0.675 A5IRAGAL HAS TWO 0.3125- O 2.137.1.012 , 010. x 9• LONG BOLTS ® O a I ' 1 ON T•+. 1 ON 80TTOM O �-} 1.025' 1.381- 40 6063-T6 ALUYpO1M 41 ASTPAM SIM FM (6APEM 0125• SMI) ODL LITE FRAYS • POLmw. OM PUISOC LRE IDT MATERIAL APPROVED LWO NOA 10-1209.01 11.875- 010. YAR M Ow HARDIWW USED • • • • • • • • • • •*9 1 00 so • • • • • • • • 4.000' 0f0A:ER p01fED pat" OS1 go 0 see FM • • • • • • • • • • j- 1.71D• I + I.Of•- OVI 4.041- ///I// 10 BUMP FACE THREs1axD / /�� l • 1���� _ 91' PEM //� gS 0>SERI Pbow 407-644-M src q Fac 407 cl W Or. 5-2104 -Lord 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 Winter Park, Fl. 32789 A Perfect Solution in Every Drop 407.644.6957 PH Certificate of Authorization: 29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies 41 Product: Energy Stever/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Siders Material: Steel/Wood Product Dimensions: 107"X 81.25" (Maxfmum) Prepared For: JELD-WEN, ine. 0041111fi/tt,�' 3737 Lakeport Blvd. �%% ES lUarnalh balls, OR. 97601Q`�••'" Prepared by: _ * : 7 Hermes F. Norero, P.E. —' --o. Florida Professional Engineer # 73778 L P 00 �40 Date: 05/01/2012 �i T n Evaluation Report Pages i — 4 �i �s10(�AL eel' % 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: 2012.05.0117.42:30 -04'00' • 9999.. • •9. • 999 9 . 9006 9999.:for 9999.. • Florida Product Approval • 9999.. 9.0609 • 90 60 06 9999. 9999 6 ' ' FL# Ft, 669699 09090 96 0 9960 ♦. 0 6 0009•. 9 0 0 6' 0 0 6.96 Report No. 2035 • 9999.. 9999.. . 09 • 9999.. '• • • • • • • Florida Building Code 2010 66666000000 0000 6 Per Rule 9N-3 9999 Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies 41 Product: Energy Stever/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Siders Material: Steel/Wood Product Dimensions: 107"X 81.25" (Maxfmum) Prepared For: JELD-WEN, ine. 0041111fi/tt,�' 3737 Lakeport Blvd. �%% ES lUarnalh balls, OR. 97601Q`�••'" Prepared by: _ * : 7 Hermes F. Norero, P.E. —' --o. Florida Professional Engineer # 73778 L P 00 �40 Date: 05/01/2012 �i T n Evaluation Report Pages i — 4 �i �s10(�AL eel' % 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: 2012.05.0117.42:30 -04'00' /@/,\\ BUILDING DROPS A Perfect Solution in Every Drop CertMcate of Authorization: 29578 Manufacturer. JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies FL*: i.ssS 19. 1 Date: 05/01/2012 Report No: 2035 Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing'Dwr w/ or w/o Sidelites 107" X 81.25" (Maximum) • • • •: "Sw%: ; • Tho is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, Inc. • ... •.: bated on Rule Chapter No. 9N-3.005, Method la 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 ' Sege .. • • manufacturing or distributing the product or in any other entity involved in the approval process of ' • ' •; tete product named herein. .•.... .... • • • • • • . .. ..;.Ws product has been evaluated for use in locations adhering to the 2010 Florida Building Code. "• • • • • • • • '.' Sle Installation Instructions S-2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for f • • • • • specific use parameters. umlts 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 Section 1609.1.2 of the 2010 Florida Building Code and does not require 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. S. 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 A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: 1 55S T9 . 1 Date: 05/01/2012 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) sees • • s •.•• *sees* 006••• 06 • • 600000 s • • :see 0.00• •• 00 • 6 sees • 0 0 • 00 00006 •6066• • • 0600• 0.6 • 0•0 •• •• • • •s6 • 0000•• •00.0• • • • s • 0••006 000000 • 00 a • • • 0 00 0 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as -follows: FLOE: �5'S59- Date: 05/01/2012 Report No: 2035 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 length to achieve minimum embedment of 1.25" 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 1.25" 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 X, OXO, XO, OX Outswing Positive W PSF' Positive 66 PSF* Negative 57 PSF Negative 70 6SF • • sass *Units meet water infiltration requirements corresponding to noted desrgEN • • pressures. 900:06 saes .sass• ^� sass•• sass sass sass•• •• . •ease: • •• sass•• •f••• a . • 0.9900 sass • saes .sass• seas•. •• . •ease: • •• •0000 •f••• a . • 0.9900 •099.0 0 • • • •a• •00000 Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS A PerfectSolution in Every Drop j Certificate of Authoritatlon: 29578 FL#t 155S8.) Date: 05/01/2012 Report No: 2035 InstaHation Method JELD-WEN, inc. 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