Loading...
RC-12-1480Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180470 Scheduled Inspection Date: November 05, 2012 Inspector: Rodriguez, Jorge Owner: MCFADDEN, DANIEL Job Address: 9280 NE 12 Avenue Miami Shores, FL 33138- Permit Number: RC -8 -12 -1480 Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)762 -6519 Parcel Number 1132050070172 Phone: (305)685 -0412 Building Department Comments REMOVE NON - STRUCTURAL NON - SUPPORT ROTTING WOOD COLUMNS AND REPLACE THEM WITH NEW PRECAST COLUMNS AND REMOVE BRICK ON THE FRONT OF THE HOUSE AND REPLACE IT WITH SMOOTH STUCCO Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 180426. Not complete. NB November 02, 2012 For Inspections please call: (305)762 -4949 Page 25 of 37 PERMIT # qC1 12 -- 1 4-50 CONTRACTOR: SUBMITTAL DATE: g C 9--• ADDRESS: 92. KO , GM NAME: RESUBMITAL DATES: IMPACT FEES ELECTRICAL MECHANICAL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 180426 Permit Number: RC -8 -12 -1480 Scheduled Inspection Date: October 22, 2012 Inspector: Bruhn, Norman Owner: MCFADDEN, DANIEL Job Address: 9280 NE 12 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)762 -6519 Parcel Number 1132050070172 Phone: (305)685 -0412 Building Department Comments REMOVE NON - STRUCTURAL NON - SUPPORT ROTTING WOOD COLUMNS AND REPLACE THEM WITH NEW PRECAST COLUMNS AND REMOVE BRICK ON THE FRONT OF THE HOUSE AND REPLACE IT WITH SMOOTH STUCCO Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 19, 2012 For Inspections please call: (305)762 -4949 Page 45 of 45 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B�G PERMIT APPLICATION Permit Type: JOB ADDRESS: City: Miami Shores Folio/Parcel #: County: FFB�C12� Permit No. 9-./ 6 .1 4.te Master Permit No. ROOFING Miami Dade Zip: 13 ! 3 9( Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): Address: City: State: Zip: NO Flood Zone: Phone #: S — 3� � ✓ 3135 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: ®fZc4. L t I t . Address: 1'X (40 l lv G� Phone #: 30S -a-C-0 1A)- - City: IA4L( State: F et - Zip: 361(41 Qualifier Name: A-NrqD 16(.2...s (6-5 Phone #: 30 .C-5-19 State Certification or Registration #: (,' PJ' C 1 251(..,7 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ / Square/Linear Footage of Work: 5('' S�F Type of Work: Addition OAlteration ONew Repair/Replace ODemolition Description of Work: RE Wa'E L iU s70 -2Clu L tFL /t CIU -S(ppo A.7 % er (/r 6. ltiOaD QjCUu4 6aS NO o 21--±7P4-114- c IN /AJett , Pee C' 14,-57 ii-Retkre' orai-( P12-II1sue fR v'C- 14 rJ 4:72a.014.5-t_ Color thru tile: ********** ******************** ***** **** Fees*** ************ ** *** * * ******* * * * ** * * * * *** ** pJ Submittal Fee $ Permit Fee $ (0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 28 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 be app ved nd a reinspection fee will b charged. Signature Signature Contractor The for oing day of who is perso NOTARY Sign: Print: My Commission Expires: Owner or Agent ment was a= ) wledge , 201, by �" before e � ly knn�ow)n `t�'m� cation and who did take an oath. The foregoing instrument was acknowledged before me this /9 f , 20 LZby ®fL-C (t6, , isp me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commis * * ** x, x*, x ,n,x*,x,x*********,xx,*** : x* **, x, x** *** * * *,x **** * * * * *** ***** **** **, * *** APPROVED BY glans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) * * * * * * * * * * * * * * * * * * * * * * * * * ** el& Zoning Clerk CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months an d the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and °self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) Q PROPERTY OWNER: l e i f C e PERMIT # �( n, /J j M; j� ADDRESS: ` U � / " � J � tL /f J t " l k v :�1 C3 1 5-'2_33)3 c( FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS:+ - TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 1 J a (ATTACH COPY OF CONTRACT) VALUE OF PRINCIPALS C (attach appraisal): l �9 OWNERS SIGNATURE: PLANREVIEWER: PLAN SIGNATURE: o..xoe kz- DATE: REVIEWER SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool Property Information Map My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map Aerial Photography - 2009 0 118 ft This map was created on 8/6/2012 11:39:15 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Folio No.: 11- 3205 - 007 -0172 Property: 9280 NE 12 AVE Mailing DANIEL J MCFADDEN Address: 1 Living Units: 9280 NE 12 AVE MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,193 Lot Size: 8,368 SQ FT Year Built: 1964 $50,000/ $263,016 PL OF GOVT LOT 4 PB City: 5 -90 LOT M LESS $50,000/ $258,391 N108FT & LESS BEG Legal 140FTS OF NW COR Description: LOT M TH S166.61 FT NELY161.6FT TH N 53 DEG 23 MIN 07 SEC W FOR 32FT TH N 69 DEG 49 MIN 39 SEC W FOR Assessment Information: Year: 2011 2010 Land Value: $120,499 $100,416 Building Value: $206,679 $207,975 Market Value: $327,178 $308,391 Assessed Value: $313,016 $308,391 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 $350,000 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable of examination of the Value: Value: Regional: $50,000/ $263,016 $50,000/ $258,391 County: $50,000/ $263,016 $50,000/ $258,391 City: $50,000/ $263,016 $50,000/ $258,391 School Board: _ $25,000/ $288,016 $25,000/ $283,391 Sale Information: Sale Date: 3/2009 Sale Amount: $350,000 Sale O /R: 26809-1770 Sales Sales qualified as a result Qualification of examination of the Description: deed View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http : / /gisims2.miamidade.gov... 8/6/2012 Permit No: 12 -1480 Job Name: August 13, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) e designer has placed a note stating that "there is no structural, electrical...work." But the plan clearly shows this work. Remove the note or revise the plans. p2,�j Provide wind Toad design criteria for the new door. ') Provide the size of the existing opening and the new opening. The plans appear to decrease the existing opening size. If this is the case provide details for the structural work. Provide a separate electrical permit or remove the work from the plans. 5) The permit application submitted does not include all work shown on plan. Revise plan or submit applications. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 bll41)a CowNMVdS c,evtl. Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Issued Folio Number:1132050070172 Owner's Name: DANIEL MCFADDEN Job Address: 9280 12 Avenue Miami Shores, FL 33138- Owner's Phone: (305)762 -6519 Total Square Feet: 250 Total Job Valuation: $ 10,000.00 Contractor(s) ORONI INC Phone (305)685 -0412 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Comments: Date Approved: 8/6/2012 : Yes Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: v 1492— DATE: O me Contractor 'p Owner Architect ed up sets of plans and (o Address: er)10 qpso ,ay From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building De partme t to ontinue perm' • cess. Acknowledged by: I�1 d PERMIT CLERK INITIAL: RESUBMITTED DATE: r a3 ) L, PERMIT CLERK INITIAL: e/01/4 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TiMEE OF FIRST INSPECTION D/// PERMIT NO. N.12 -I1 oV TAX FOUO NO. I' .-3Z OS"- OUT-0 I 72. a414.SIZ -1y761 STATE OF FLORIDA.. COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 11111 111111111111111111111111111 I 1 111 I 1 111111 f:FN. 2O12RO60917.5 OR Bk 28247 Ps 3241, t1ps) RECORDED 08/29/2012 09:04:27 HARVEY RUVIN, CLERK, OF COURT I1IAPII —DADE COUNTY, FLORIDA LAST F'AGE gin �) Space above reserved for use of recording office 1. Legal description of property and street/address: �[ in j " E I Z DL. !T'% Pik et �` r „choir. Si II_ 331 31( 2. Description of improvement: Ie(Igtt. ex,st'rvt5 dlrlye Wax USz Cr>1Cref' -- ft tt ''S Ct,v.r,1 CC. d.A•I' .. f Mfg a,%.d qra, e krC reoVct e14t ,,o r npi', -e rovive l v1~6 3. Owner(s) name and address: rAG.v` e l Z'. !n C ra 1d . ew y Z Sco N ' it it.. Ave /Vtiev SIndarlS, F'` 3313 V Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: f 5. Surety: (Payment bond required by ownerrp contractor, if any) r. Name, address and phone numb / /7 Amount of bond $ ii% / rt 6. Lender's name and address: iti / 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: Ng J14rttu.. r f G 33/( -r 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiation date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of e wne }ionized Officer/Director /Partner/Manager Prepared By .. Prepared By Print Name +B °e ( J . C 4 : Print Name T(Ue/Office n W tit. e Ir. . Title /Office STATE OF FLORIDA COUNTY OF MIAMI-DADE J� , te0 The foregoing inst�m was a know)edged f re me this day of /� By DatAitI J• Cret -driP ❑ Individually, or ❑ as for aciersonally known, or ❑ produced the following type of identifi Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in ft are true, to the best of my knowledge and belief. Signat er(s {s}s -Authorized Officer/Director/Partner/Manager who signed above: R. 1 .aoiQ It Ailarairtinimreei oar Sui0 r; :CAMMISSION # DD843507 Rap' 2013 4 i1NIW,AARONNOTARY.wm By By 123.01 -82 PAGE 3 3/10 1 HEREBY CERTIFY that this is a true copy of the or & filed fh this office on__ _day of 01 A.D. 20 WITNESS my hand and Official &N IL IN, CLERK, and my Courts D.C. Permit No: 12 -1480 Job Name: August 28, 2012 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide product approval from the State of Florida or Miami Dade County for the door. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove themfrom the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 WI III 'Florida Building Code Online FLORIDA 011VARTMEINT OF Business & Professional Regu Florida Departmentof Bus nes Protessi Regulation Page 1 of 2 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge 1 Stets & Facts 1 Publications License e(Soently. Regulate ialrty. OFFICE OF THE • SECRETARY Product Approval USER: Public User Product Approval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email FL14569 -R2 Affirmation 2010 Approved C1 JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jeld- wen.com BCIS Site Map I Links 1 Search Technical Representative JELD -WEN Corporate Customer Service Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents @jeld- wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx 8/28/2012 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes No N/A FL14569 R2 COC SA14569 signed and cert.Ddf Method 1 Option A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 2 12/16/2011 12/16/2011 12/18/2011 Summary of Products FL # Model, Number or Name Description 14569.1 Steel, Wood Edge Door 6' -0" x 6' -8" , Full Lite, Single or Double Door, Outswing - LMI Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Product must be installed per manufacturer instructions as stated on drawing JW050903 Certification Agency Certificate FL14569 R2 C CAC NI006255- R4.PDF � f A Quality Assurance Contract Expiration Date 09/30/2013 Installation Instructions _i FL14569 R2 II ]W0509- 03.PDF `% Verified By: National Accreditation & anagemeht Institute, Created by Independent Third Party: Evaluation Reports FL14569 R2 AE PER 1398 6- 13- 11.ndf Created by Independent Third Party: Yes Back Next Contact Us, :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850- 487 -1824 The State of Florida Is an AA/EEO employer Coovrioht 2007 -2010 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 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 Lem.. Product Approval Accepts: fqr( r � .EC ti RED veriSign http : / /www.floridabuilding.org/pr /pr app_dtl.aspx 8/28/2012 Steel WOOD EDGE IMPACT GLAZEDSIttt DOOR 8-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT LmLZNG COMPONENTS FROM ODL' INC. AND ENDURA PRODUCTS INC. 1 nt/ GENERAL NOTES 1. THIS PR THO PROITLicr 1WOE:ROMEOTOCOUPLYWI HTHE'.CURRENTFLORILMBUS:mo CODE (Ric) BASE ON 7HESIL;NEDAND SEAL FDDATE:1NCLUOLNO MO AND HAS BEEN EVALUATED 01 ACCORDANCE WITH THEPOLLOWNG TAS2OI -94 ASTME3 0412 ASTM EWES 745202 -84 AS7NE33I -0O ASTMEisea -r4 TAS20394 ASTME2G -91 2 WDODaICKS BY anima. MUST 8EANCl1RE0 mammy TO TRANSFER LOADS 70 THESTRI CTURE 3 PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SMOWNCIN DETAILS. ANCHOREmBEDMAENTTOSASE MATERUL SHALL BEBEYONDWALLORESSWG CR STUCCO. 4 DESATNED PFESSURER4TMK3 SEE TABLE I, PAGE 1. s. THIS PRODUCT MEETS THE WATER REQU/REIMERTS FOR HASH VELOCITY • HURRICANE 2CNE (} WO7 6. PRODUCT DOES hT REOUIRESHUTTERS RESIDENTIAL INSULATED STEEL DOOR (common 0 enema conditions, DOOR LEAF CONSTRUCTION Face anus: 24 GA (GM" min) thIdmess: Galvamizedsteei 4525 commercial wady AKDO per ASTM 620 wgh average minimum And strength Fy(ave). 627Ps. Dore Des n: Expands, polystyrene with 1.0 to 1.25 Ibe density, by Jet! -Wen 1166 Panel Censhundern The agave end inactive panels are tram 24 04 16021' m!n) getralrzed steel The lace sleets & top mid bottom are ber11.90' over the top and bottom rafts The top rail measures 1.0' ht911 x 1.688' wide The Meer forma raa cures 1.21' high x 1.688 wide. The sides of the race stress me roP lamed into the latch and hinge Wiles which measure 1.00' high x 1.888" wide. The Interim tartly billed wrh expanded polystyrene. The tam stress we glued m the expanded polystyrene. The panda are an out Earths Prupieee ODL Aluminum ALLEN frame. Units are glazed sigh tempered and I denim:tad Impact 1' 1G. On double door appanagens the Inactive doer Is fired with an extruded aluminum aWragal of6063-75 inlay. manufactured by End= Frame Graining=n: The (names are constructed of g ated pine jambs measuring 4- 9/16'x 1 -1/4'. The head Jambs are mortis et and butt joined to the side jambs, and attached with three (3)1604 7/lB' crowm x r long staples on each side. The lhreshho&l Is attached fore side jambs with three (3) 160A 7/16 crown x 2" long staples an each side, Gfzinq: ODL Insulated We Is 1" overall thickness, oralstIng clone (1) pane o4G 125" tempered Bless: e.5' atrspaco; two (2) pease 010.125" annealed with .0017 PVB finetlayer by Saluda All Etas are sandwiched glazed Into the panels 37 1/2" MAX. FRAME WIDTH 35 3/4" MAX. PANEL WIDTH SINGLE WUTSVING WORT ) scALV r/a' 74" MAX. OVERALL FRAME WIDTH 36 1/2' MAX. PANEL VilDTH 20 1/2' AJAX 02.0. , INACTIVE Al . v r .0 ►" eau ACTIVE O 0 Arls Tif7 REF ASTRAGAL HOLT ITEM # 12 .00UBLB OUT$VLA/0 UNJT (Xx) SCAM: t</r' _r —O' ALL DOOR MODELS ARE VIEWED FROM THE C(m R10R SIDE TAKE III DESIGN PRESSURE RAT1NG APPROVEOFORAMSWMUM PROTECTION FOR WATER INFILTRATION IS f IRED �'. POSITIVE .60.0 P5' NEGATIVE -GOO PSF TABLE OF CONTENTS SHEET# DESCRIPTION TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BEL OF MATERIAL 3 HORIZONTAL CROSS SECTION$ 4 OPTIONAL 1X BUCX IN stAsoNRYiecoaReie :GROSS SECTIONS i ANCHORING LOCATIONS 6 COMPONENT DETAILS 7 UNIT COMPONENTS.. Digitally signed by Alex SpylOu Reason: I am approvlfg this document Data: 2011.10.07 0991:48 - 04'00' NOTES: 1 — AU. VIEWS FROM EXTERIOR. 2 — FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE. SEE SHEET 4 FOR DETAILS. 3 — FOR Y I* hOR IN 1X BUCK OPTION IN SEE SHEET 4 FOR DETAILS. SVN:. ;SA FNB"*-..Ld, No * %90' ' TA .TT 1F .'war SO, •c PJ �/4 /F fOR10 �.",... ALCM 000U R.O116A PY 60.1h11 031114000 IAD I21w.FAIRBANKS NIS 50 et VnaRa PAR14A. 22116 FM COIL OF AMA t021011 'oeE. 2/5/08 scar AS NOTED Om e6 EAG all erS. SAFFELL mama NO.. JW0509 -03 Rev 1 OF 7 Coact= 16.: Alio:v.0-- est Robed By: Date Revi et /z 1' MIN. —I SHIM THK. SEE DETAIL A $HT. 7 SEE DETAIL A SHT. 7 il■L! 119IiNTLAI 7 ;r, I,ur!i yaj . 1 F�F"t7 1r..T'r. iNTLI GI74Th nux4 lriei 12dffiIFZTJWE;ThtMIIIIIIIM M715311=1 Pll11. <c�, g� c ?- rlaE 7�ax1 IC.T c l ! TLti -cam muji Emir :!nr -A11 PIN1x MEN Liz 'stuia : Ii..x_;._'11,t -f 'I' ll� [I<1 L 167 L,' 1 1 ux r t c r..y� I_! 11=1 %:,F_ itL4 :i!t lLriI$j'i ylxx ® OH BOLT STRIKE PLATE LOCOED SIEEL JAMB m aci lLI ' f i3 x liariTtilEilirrAMMINNEMMEMERM as KNmb%T DEAD= i `a 11- RCA Is L L .�,.. i ,i ]Z.r• ri3 WOOD tic WOOD tJ y 1EIpiJifO n t?z.9 EAVA ra 7 i)rx7 ti ILCL 7..1 C :',TiFais3�= M. I<St� Et" �,z51�p ∎e> en T75 TAY, 111111514.41111 ■ ©'Ti.""IV Y! A -5 COtl14RGM r 1 I (11 71 — ! II/ x Y ! . F/AIHFAD I SCREtW -�xa 11 ETRAIRIAtti 1llI1<r]i lll o':..11∎ c:Ll� 71�a 35 OPTIONAL ix W000 RUCK NOTES: C> FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (TrEMS ,5 & #34). SEE SHEET 5. ® FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE. SEE SHEET 4 FOR NAILS. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAM AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. 1 1/2" MIN. EMS. Codification No.: Ni oo Reviewed By: 2/5/08 sGwAS NOTED MR EAG o� mss. £AFFELI. MOM NW JW0509 -03 n ©O MEV e /Wit lit* 1/4514M —I 1 1/2• o0 1 1/4' RORIZORZAL MOSS S ION 47P 1QOD lAg7'ALLATlON SCAN` r -ol Mel DAB 1 r1/e MAX. t/4• MAX 1 1/A MA& EMS. i SEE QED& A SHEET 7 SEE DETAIL A 4EEr 7 1' I Y0L 1NV. 0 d nor :r•.,. .-tor . it F1 m e mA5r4LWWWION (SCAM Er .1=0") 2 ASERACAL CII�aDsssB SECTION 7TP, 9 (SCAM 8- NOTES D ASrAGAL FASTENER SPA0ND DETAIL F. SHEET . (TOTAI. OF 14 SCREWS). IDWEN ormoox same RATES WEINT To vim AsiusrAsis 80111 MATES RECLINE I8 X PHI IDS FIAT SOREN. PIA16. 21 BUCK TO ATE FASIENPAS MAY MAIZE OPTlO o. 3/18' R< SUEDES TAPcOA. sHEETFOR TAPPt0F1 MASONRY AND ■000 SCREW AVOW SPAORN (KEYS /S * /74). SEE Q Fo Fon 1WRZW04LRpfiZOHfAL AMOHOR 81 1X 8*I ORION W YA' Y/< BETE SEE SHEET 4 FOR © OPI/DIWLT ANCHOR ,ti111DiGW SEMEN W HEW OR .008 AS LOOM AS YIIIRAII EigMaialc ti E N ���Y.; . �S. S** f NGI * 2 /5 /O8 cr .�' L'9 � • TATE OF /444. s R �4�S'OMAL� / CetrationNo.: !J1 00(a2 t2F Reviewed By Nte i le' 4. /0 /, • A RAMA P.E. ALUM BMW . min CUMMINS, 1.1.C. 111INM E0AMI9 AY$ sle et 1.4119 PAN{. FL WO MPS CWT. OF AOOL Nast= MUM KW JW0509 -03 tIio:r 7 of 7 1 1/4' 1 hoc 1' wt. 1• MN. 1' MIL r'' StEll SEE COAL A SHEET 1/4 11AX, 1" 1" YIN. YIN. SEE CURL Alf. 8 MEN SHIM OK 1RlRIZoRTAL CRASS S FYP OPERA27I0 NMI DI OPTION DI NISONATF/CORCR,TE (S1 A IT' X1=0 J 1' YIN. SEE DETAIL. 0 SNf. 1 1/4" NUN EliIL r ,ts. RORIZONRIL CROSS SW AIM FYP. OPARATIAV UN$ 1,E Boor OPTION IN NASONNT/?d7ALRATN ROOST NIRDS sUatA LA TT H OS OPPOSITE SRDJW (SCALD 6 +17' -0°) 0 1" YON. 1" YIN. SHEET 7 p FOR TAP= simmer NO WOOD scIEW Aim SPAT 'r mats is a #34). SEE SHEET 5. ID OPTIONALLY, ANCHOR . u potr,., senor or WAS OR at AS tow AS WOW - O4 b� S� air: Nc :1t� TATE OF : W '.moo •c IQ -7-41. ;'2+ ��i l�" •L �A 10 G1 �+�. 1,4sS/ON11;it... VERAIC � 6CYION 1OPERX FYPE . (SCALD O" 1/4• SNW 1 1/2 YIN. Ore. YAK/ ST OTHERS OPTIONAL MASONRY /CONCRETE INSTALL CROSS SECTION OF HEAD OR JAMB m e1 %o: AI I.06 G Z -R ReviawedBB: Dale-Reined /9 AWLSBPYROU FLORIDA PA DM WIWI CER1110 8,LI= 171 W. 0411003 AM BTt01 'Noma P* . fl 0H6 00 CERT. OF MOM 810. :40 SAFFEU °AMM0 NO4 JW0509-03 514E1 4 OF 7 E' ANCHORING LOCAT/ONS OUTSOING SINGLE UNIT (1) SCALE f /S' =f' -O" AL 0008 MODELS ARE VIEWE0 FROM THE INTERIOR SIDE D4TAIL A SCALE 3" DETAIL B SCALE 3" m•1' -0" 1 12 1/2' TYP. 8 °� I { 1 ' t fI SEE DETAL F^8" TYPICAL Q I.:1 8° TYPICAL- SHEET 6 1 r STYP. 1 1 tik 12 1/2" TTP. 74" SEE DETAIL E SHEET olanXG N TIRO DWI" XI9 C SCALR 1/2- =r—fi AcklendennoVal SEE DETAIL SHEET 5 SEE DETAIL A SHEET 5 ALMS ern= Flamm AL MOM WO, FAMSAYE81L 4211 MOOR FL COM RIPE COMCRAUTO Uo.USX age 2/5/08 scMCAS NOTED Des. EAG arc S. SAFFELt MOM Ira: JW0509 -03 war S 6 7 Dedication No.: NI ol, zy Ley Reviewed By. Date Re ewc'd: /o /, _ /!` 1 DETAIL A —HINGE IIOUNTIMC DETAIL SCALE. 8" =I —0" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8' DEEP ASTRAC. L RETAINER STRIKE PLATE FOR SILL SCALE r 1' -0" ANCHOR 0 EXTERIOR SIDE MEM DRILL 3/8' ASTRAGAL RETAINER DOLT HOLE THRU FRAME /MASONRY 1 —.3/e" DEEP DETAIL B TWIJQDWBOLT STR!1R PLATE TOR 4IEAD SCALE; S" —0" eo DETAIL C STRIKE PLATES phi JAIIBS SCALE 8/0" 1 —O" DETAIL D STRIAE PLATES TO ASTRAGAL SCALD 8 /B° =f -0° n + � °> cro m 0e1N 0' 10 a0mm m LOIJF Rrc x Eat 0 Y DELWLIF SPACING USE TA PPR ITS SCALE MPS Addendum to NAM DETAIL C ODL GLAZING DE9'AI4, VLASS 441gY.`.0 ENe4�G•� NO 0 *: i * O TATE OF :4 S '4sSf�AF �N•`•• MENSIPIx04 FLORIDA. KB MI MI eua iv W. fTMP* BF 3xf&Of rmnerAUKa WM MI WT. OF ABM MUM OvEL 2/5/08 scrt.A5 NOTED Ora On FAG OIL rrS. SAFFELL mom No. JW0509 -03 sm 6 or 7 Certification Na: /V z -2 • L�4 9 /t6'-] r- 2 3/16' - _i_1/16' (Adis) OOD JAMB I'IACERJOINTED PINE SCAM 6° i» -0" r 2 1/2° —{ I -1 HINGE 4s4m7� GA SCALE 6" =1 -0" 1 -1 9/16" OCOMPRESSION NBAT1q'RSTRIP QDS-650 SCALE'' 6" a1" -0" h — 3 1/8' --°-� m 11 OUTSI►IAA THRESHOLD (ENDUR4) SCALE =r -0" 1 3/16' � i=r r 2 1/2' i 18" ASTRAGAL BOLT If47 - C STEEL ROD jZ INC A MAO, CHROMATE SCALE 6" =f' -0" 3/16" C-SI OTE /� 1 -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2' MIN. EMBEDMENT 1 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD * JAMBS. 2 -USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3 -USE 3/16" TTW TAPCON ANCHOR W/ 1 1/4° MIN. EMBED. WHEN INSTALLING INTO CONCRETE,/MASONRY SUBSTRATE AT SIDELITE SILLS. AETAIL A - COUNTERS/NE DETja SCALE 1/4" =1T -0" ntONAMJ Deaden No. N Reviewed By Date Revi 5/16" OO OOH • ASTRAGAL PLLTA' SCALE- 6" =f -0" 4,,,.1,15 FSPY ,9.,i', t••. �. G E N.eP.a'/ of r i.MNI NIA! CAL V. SCAM: 6- °1` -0" -.1 1 3/4' l- -- .—•1 1 • f'_- ODL ALLEN FRANE NINON 6063 T3 SCALE 6" ==r--0" TATE OF C � 1t1 -7 -11 , ., S,,S,ON A7 tp, 0 ON. •m( cN o4-1S ao n0mm J m h 'atx E CD Y AUS W. PLEA * P .E.F10.6•101 IV W. PAS®AIII5 AWL 1111.4111 MAIERPABx,a 7,21•• FOPSGSSL. orAunt rn=II 2/5/08 /An& AS NOTED ova art EAG arc srS. SAFFELL oamxo NO: JW0509 -03 star 7 or 7 ;Florida Building Code Online FLORIDA DaPAPTMaNT GF 'Business & Professional Re Florida Department° Bus nes Protessi Regulation Page 1 of 2 BCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map 1 Unks 1 Search laCerse ericie nay. Regulate fairly. ■ OFFICE OF THE SECRETARY Product Approval USER: Public User Product Approval Menu > product or Application Search > Application List > Application Detail FL # FL14704 -R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived RECEIVED MA 2012 BY: : n *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Product Manufacturer JELD -WEN Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jeld- wen.com Technical Representative Steve Saffell Address /Phone /Email Quality Assurance Representative Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 http : / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDqueufsxW4GVz... 8/28/2012 Florida Building Code Online F Busines Professi Regulation LI« Brgt:atefai=ly, Page 1 of 2 Log In User Registration ' Hot Topics Submit Surcharge I Stats & Facts I Publications 1 FBC Staff BCIS Site Map I Links ? Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14704 -R1 Application Type Revision Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA 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 fbc @jeid - wen.com Authorized Signature Janet Gerard fbc @jeid - wen.com Technical Representative Steve Saffell Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa @jeid- wen.com Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Fixed 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 ym TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http: / /floridabuilding .org/pr /pr_app_dtl.aspx? param= wGEVXQwtDqueufsxW4GVzcUeEo... 8/29/2012 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/16/2011 12/19/2011 12/26/2011 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14704.1 Steel Wood Edge Full Lite Fixed Sidelites w/ ODL Impact Glass or ODL Impact Allen Frame Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/ -80 Other: Configuration: 0 Glazing: IG- Laminate -1/8" Annealed Glass /0.090" Solutia Interlayer /1/8" Annealed Glass /1/8" Tempered Glass See drawing JW0509 -05 for Frame, Panel, & DLO dimensions Certification Agency Certificate FL14704 R1 C CAC NI006332A- R3.PDF FL14704 R1 C CAC NI006332D- R1.PDF Quality Assurance Contract Expiration Date 09/30/2015 Installation Instructions FL14704 R1 II JW0509 -05 signed and cert.pdf — C Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14704 R1 AE 14704 slaned and cert.odf FL14704 R1 AE PER 1442 stoned and cert.pdf Created by Independent Third Party: Yes Back Next Contact Us :: J.940 North Monroe Street. Tallahassee FL 32399 phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Coovrlaht 2007 -2010 State of Fl orida.:: 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 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 lyeg. Product Approval Accepts: securit -hivie lc CreC itSAFE http: / /floridabuilding .org/pr /pr_app_dtl.aspx? param= wGEVXQwtDqueufsxW4GVzcUeEo... 8/29/2012 JELWWEN® Steel WOOD EDGE IMPACT GLAZED 6 -8 OR 8 -0 FIXED SIDE LITE UTILIZING COMPONENTS FROM ODL® INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS 201 -94 TAS 202 -94 TAS 203 -94 2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL SIDELITE ( Common to all frame c notion) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021" min) thickness. Galvanized steel A -525 commercial quality AKDQ per ASTM 620 with average minimum yield strength Fy(ave) =30627 psi. Core Design: Dylite Expandable Polystyrene with 1.0 to 1.25 Ibs density, by JELD -WEN Inc Panel Construction: The panels are constructed from 24 GA (0.021" min) galvanized steel. The face sheets at top and bottom are bent 90° over the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 1.21 " high x 1.688" wide. The sides of the face sheets are roll formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum ALLEN frame. Units are glazed with tempered and laminated impact 1" IG. Frame Construction: The frames are constructed of fingerjointed pine jambs measuring 4- 9/16 "x 1 -1/4 ". The head jambs are mortised and butt joined to the side jambs, and attached with three (3) 16GA 7/16" crown x 2" long staples on each side. The bottom sill is attached to the side jambs with three (3) 16GA- 7/16" crown x 2" long staples on each side. Glazing: ODL insulated lite is 1" overall thickness, consisting of one (1) pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125" annealed with .090" PVB interlayer by Solutia. All lites are sandwiched glazed into the panels. TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTION AND GLAZING DETAIL 4 ANCHORING LOCATIONS 5 UNIT COMPONENTS 80" MAX. FRAME HEIGHT 37" MAX. FRAME WIDTH 35" MAX. PANEL WIDTH A 0 0 oo N (o 79" MAX. PANEL HEIGHT SINGLE 6' -8" FIXED UNIT (0) SCALE: 1/2" =1' -0" ALL SJDELITE MODELS ARE VIEWED FROM THE INTERIOR SIDE TABLE I DESIGN PRESSURE RATING 20 1/2" — MAX — D. L.O. 1 0 0 oo N (o 79" MAX. PANEL HEIGHT SINGLE 6' -8" FIXED UNIT (0) SCALE: 1/2" =1' -0" ALL SJDELITE MODELS ARE VIEWED FROM THE INTERIOR SIDE TABLE I DESIGN PRESSURE RATING j// D.L.O. WHERE EQUI EMENT IS INFILTRATION NEEDED 6'8° (0) +80 PSF / -80 PSF 8'0" (0) +80 PSF / -80 PSF MAX. FRAME HEIGHT e (0 0) 37 1 /4" MAX. FRAME WIDTH 35 3/4" MAX. PANEL WIDTH 20 1/2" MAX — D.L.O. # 1 78 5/8" MAX. D.LO. 1/4" MAX. PANEL HEIGHT rn SINGLE 8' -0" FIXED UNIT (0) SCALE: 1/2" =1' -0" Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.07.03 10:31:10 - 04'00' ALEXIS SPYROU FLORIDA P.E. NO. 68101 CERTWORKS, LLC. 127 W. FAIRBANKS AVE STE. 438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 28520 P 0 �LO a`0 LL 0 CROW CO ." W EL O us W (0 X 0 0 0 0 0- PART OR ASSEMBLY: J U' Q ce 0 m DATE: 2/5/08 z 0 SCALE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509 -05 SHEET 1 OF 5 96" (8 -0) OR 80" (6 -8) MAX. OVERALL FRAME HEIGHT F m w z 1" " MIN. 1" MIN. SEE DETAIL A SHEET 5 SEE DETAIL A 11111 .�:; ` II 1� ® Ir 1 3/4" MIN. 00 z -1" MIN. 1" MIN. 1" MIN. 1" MIN. OVERALL FRAME HEIGHT 96" (8 -0) OR 80" (6 -8) MAX. SEE DETAIL A SHEET 5 aO I SEE ao . DETAIL A x \J° SHT. 3 \ m >N CO `L 0 — 1" MIN. 2 1/2" MIN. VERTICAL CROSS SECTION TYP. CONCRETE INSTALLATION SCALE: 6" =P-0" 3/8" Item DESCRIPTION Material 1 SIDE JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 2 HEAD JAMB (1 1/4 "x 4 9/16" FINGERJOINTED PINE) PINE 3 STILE (FINGER JOINTED LVL) LVL 4 RAIL (FINGERJOINTED LVL) LVL 5 #10 PHF SCREW WITH 1 1/2" MIN. EMBED. STEEL 6 NOT USED 7 NOT USED 8 ODL ALLEN LITE FRAME (ALUM 6063 T5) ALUMINUM 9 WHITE VINYL LATEX CAULK 10 7/16" x 7/16" 1/4 ROUND SIDE LITE STOP WOOD 11 SILICONE SEALANT 12 18 Ga. NARROW CROWN x 7/8" LONG STAPLES STEEL 13 ENDURA OUTSWING SILL, PART/) F0B4566A ALUMINUM 14 16 Ga. 7/16" CROWN x 2" LONG STAPLES STEEL 15 18 Ga. NARROW CROWN x 7/8" LONG STAPLES STEEL 16 EXPANDED POLYSTYRENE (1.0 TO 1.251bs DENSITY BY JELD -WEN) FOAM 17 STEEL DOOR PANEL SKIN MATERIAL (24GA GALVANIZED) A -525 COMMERCIAL QUALffY 0.021" MIN. THICK.) STEEL GALVANIZED 18 BOTTOM RAIL (25GA MIN GALVANIZED STEEL STEEL 19 2x WOOD BUCK WOOD 20 NON COMPRESSION SHIM WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1" IMPACT IG PER CURRENT ODL NOA GLASS 23 1/8" TEMPERED GLASS GLASS 24 3/8" LAMINATED ANNEALED GLASS GLASS 25 3/16" TAPCON PER CURRENT 11W NOA, 1 %" Min. Emb. GLASS 26 OPTIONAL Ix WOOD BUCK WOOD 1" MIN. 1" MIN. 1" MIN. " MIN. .t . �I- SEE DETAIL A SHEET 5 Fir Mil MG rot 0 0 • m O :M1s ~:r:• :,. >3 0 NOTES: VERTICAL CROSS SECTION TYP. E> FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & WOOD FRAME INSTALLATION SCALE: 6" =1' -0" #25), SEE SHEET 4. D FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE. SEE DETAIL C2 FOR DETAILS. E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. R> FOR LOCATIONS FOR STATIONARY PANEL ANCHOR (ITEM #14), SEE SHEET 4. VE PAIP LOSS SECTION TYP. ,``,641r 14Fi `MASONRY SCALE: 6" =1' -0" 0 0 SEE DETAIL A SHT. 3 0 m ti c o N �co O0 0 0 CO N O Ln 0 oo w OcOJ Q 0° O W o X 0 O 0 0 0 PART OR ASSEMBLY: J C9 0 m 0 m z 0 c J w z w 0 0 w 0 z 0 0 c� 0 z 0 0 0 0 z 0 -J O_ w z w z 0 J w z w 0 • No • 0 *: T. -0 m O 0) 0 O N Cfl oD O N Q (Li o 0 0 z C/) z 0 CIS ALEXIS SPYROU FLORIDA P.E. NO. 68101 CERTWORKS, LLC. 127 W. FAIRBANKS AVE. STE. 438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 28520 DATE 2/5/08 SCALE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509 -05 SHEET 2 OF 5 1 1/2" MIN. EMB. 1/4" MAX. I— SHIM 1 1/2" MIN. EMB. 1/4" MAX. SHIM SEE DETAIL A SHEET 5 SEE DETAIL A SHT. 3 SEE DETAIL A SHEET 5 • 1 t z 1 1/4" MIN. EMB. EXTERIOR HORIZONTAL CROSS SECTION TYP. WOOD INSTALLATION (SCALE: 6" = >' -0 ") 1 1/4" MIN. EMBJ _1/4" MAX. r` SHIM 4" MAX. SHIM z/ / /77% / / / / // /// SEE DETAIL A SHEET 5 SEE DETAIL A SHT. 3 Y SEE DETAIL A \ SHEET 5 ,----,..\\\\.\\\\\\\\\\\\\‘,. 1/2" x 1/4" CU -D SPACER x Y_ N tg EXTERIOR HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE: 6" = 1' -0 ") 1/8" TEMPERED GLASS 1/2" AIR SPACE GLAZING DETAIL —A— (SCALE: 6" = >' -0 ") EXTERIOR Al% 5/8" GLASS BITE 0.090" PVB INTERLAYER BY SOLUTIA 1/8" ANNEALED NOTES: E> FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #25), SEE SHEET 4. ED FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN MASONRY /CONCRETE. SEE DETAIL C2 FOR DETAILS. E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMEN ��IS%'AOUidkED. ® FOR LOCATIONS FOR STATION ��ll`�LS.I ®. (ITEM #14), SEE SHEET 4. is •. : Na 0 :�• TATE� OF :LU• 'O 7- 1 ALEXIS SPYROU FLORIDA P.E. NO. 68101 CERTWORKS, LLC. 127 W. FAIRBANKS AVE. STE. 438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 28520 0 CO ✓ ti 6Ov" rn > Cd4-m m O M N A `o �oUP 'r co co le 0 0CUU) O J 0 CO in A I. LL..... w �ss m . c�) co 0- LL. E co Y 0 0 o Lu 000J w 2E0� LLI aD r PART OR ASSEMBLY: HORIZONTAL CROSS SECTIONS J 0 0 6 D_ 0 m z 0 QJ w z w 0 CO w 0 z 0 0 0 U z 0 0 0 0 z 0 D_ z w z 0 -J W z w co 0 0) 00 O LO N co O co O N H W 0 0 O z In z 0 DATE 2/5/08 SCALE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509 -05 SHEET 3 OF 5 SEE DETAIL B SHEET 4 ANCHORING LOCATIONS 6'-8" FIXED SINGLE UNIT (0) SCALE: 1/2" =1' -0" a CO SEE DETAIL B SHEET 4 SEE DETAIL A SHEET 4 0 CO ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE SEE DETAIL A SHEET 4 ANCHORING LOCATIONS 8 —0" FIXED UNIT (0) SCALE: 1/2" =1' —O" DETAIL A SCALE: 3" =1' -0" DETAIL B SCALE: 3" =1' -0" -151- --I 5 „h r N LO PANEL ANCHORING LOCATIONS 6' -8" FIXED SINGLE UNIT (0) rn L0 O CD C O M N , O 0) N ' O 00 LO 0 co co 0) P r CF 0) CO LC) . K E co Y • lr' Ili ORING LOCATIONS 8' -0” GG ,6 UNIT (0) �.'G E NF•• • • 0 W QCO J W 2E O� W I, CD I W O X CD O O U 0 cc PART OR ASSEMBLY: z LO O Z 0 OM U J CD 0 m 0 L�..l 0= 0 m z 0 J Lv z LLI O 0 U z 0 0 0 0 z 0 J W z W z 0 J W z LiJ 0 LC) 00 0 K) Cn 00 0 N O O co Ld 0 0 O N H 0 0 z N z 0 f�J IY ALEXIS SPYROU FLORIDA P.E. NO. 88101 CERTWORKS, LLC. 127 W. FAIRBANKS AVE. STE. 438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 28520 DATE: 2/5/08 scALE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509 -05 SHEET 4 of 5 4 9/16" 1M 3.2/.21./.// ////.////7'i/4 . / /.//I r-- 2 3/16" WOOD JAMB FINGERJOINTED PINE SCALE: 6" =1' -0" en 1 11/16" — �i� -1/8 BOTTOM RAIL STEEL. 25GA MIN. GALV. SCALE: 6" =1' -0" 1 3/16" i LTT- L1.688" --I STILE & RAIL SCALE: 6" =1' -0" --►I 1 3/4" I-- ODL "ALEN' FRAME ALUMINUM 6063 T5 SCALE: 6" •>' -0" 4 9/16" FIXED THRESHOLD (ENDURA) PT #F0B4566A 6063 —T6 ALUMINUM SCALE: 6" =1' -0" 3/16" C —SINK. f-- NOTE 1—USE #10 WOOD INSTALLATION SCREW W/ 1 1 /2" MIN. EMBEDMENT • WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. / 2 —USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3 —USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL A — COUNTERSINK DETAIL SCALE: 1/4" =P-0" ,.0011111W��, %t . 0 6:: � Am A o a bay 0 AN- z� ; ■ M 0) 0 CD 0 10 w w CD0W I- c .."7." W 2E O E5 LIU To CD I W AX LL 0 0 3 U 0 0 a! n_ w 0 o_ UNIT COMPONENTS -J 0 0 0 m z 0 1 J W z w 0 m W z 0 C9 0 U z 0 0 0 °a z 0 N cc J W z w z 0 GJ J W z w co r) 0) 00 0 10 N m 0 0o d\' 0 N W 0 0 m 0 z ALEXIS SPYROU FLORIDA P.E. NO. 68101 CERTWORKS, LLC. 127 W. FAIRBANKS AVE. STE. 438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 28520 DATE 2/5/08 scALE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509 -05 SHEET 5 OF 5