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RC-14-1009
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218820 Permit Number: RC -5-14-1009 Scheduled Inspection Date: January 30, 2015 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Building Owner: BROWN, JACKI Work Classification: Alteration Job Address: 895 NE 95 Street Miami Shores, FL Phone Number (317)431-8575 Parcel Number 1132060142950 Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Phone: (954)454-1948 euilcu comments INTERIOR RENOVATION FOR KITCHEN AND TWO -455.. a.vmmenis BATHROOMS. DRYWALL REPAIR REPLACING 4 DOORS INSPECTOR COMMENTS False AND 12 WINDOWS. STOP WORK ORDER ISSUED AT JPB SITE. WORK STARTED WITHOUT PERMIT NOR AUTHORIZATION. Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-218792. Replace sod Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional inspections can be scheduled until re -inspection fee is paid. January 29, 2015 For Inspections please call: (305)762-4949 Page 5 of 34 PERMIT APPLICATION Miami Shores Village ':_ Building Department i SEP 19 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20( D Master Permit Nos t q " (off I Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION [] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple ^- ice I ( City: Phone#: 3 0 Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Na Address: Z �� City: Qualifier Name: State Certification or Registration #: 4 e#: Phone#: of Competency #: DESIGNER: Architect/Engineer: Phone#: 11 Address: `, .,_,� City: State: Zip: Value of Work for this Permit: $ / try � Square/Linear Footage of Work: /0-0 _el Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ", 211 p Specify color of color thru tile: Submittal Fee $ Permit Fee $ �� 7yt) CCF $ CO/CC $ Scanning Fee $ E!5 " V�J Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews S (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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 Application is hereby made to obtain apermit 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 9Signature UJ OWNER or AGENT The foregoing instrument was acknowledged before? this 4aday of 20 I by le >0V VN who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLI Sign. Print: Signature ;K=� CONTRACTOR The foregoing instrument was acknowledged before a this L day of 20 b--' by -FJ ut lc j -1c, ho is personally known to me or who has produced as identification and who did take an oath. NOTARY Sign: �:LlJ U- t��t Q Chi Print: ;() I/a Seal: ,p --- Sea : AURA FARI.EY MY CC1MMtSStON# i;> x3276 MY COMMISSION # 2ES3276 u d g pl�iP$: Aiefoh tb, 2015 > XPIREg. t eoa� wcaranv >�, NouR pfendtnt A�sox. Co. i aoa3 y N Mesh 16, 3015 duty' 01"Ount Macs. CAI, APPROVED BY [I&/( Plans Examiner ` v l f Zoning Structural Review (Revised02/24/2014) Clerk Rick Scott 'Mission: To protect, promote & improve the health° Governor of all people in Florida through integrated John H. Armstrong, MD, FACS state, county & community efforts. State Surgeon General & Secretary Vision: To be the Healthiest State in the Nation January 26, 2015 Michael Finkeltein 565 Grand Concourse Miami, FL 33138 RE: Modification to a Single Family Residence - No Bedroom Addition Application Document Number: AP1165698 Centrax Permit Number: 13 -SC -1569965 895 NE 95 Street Miami, FL 33138 Lot: 14, 15 Block: 75 Subdivision: Miami Shores Sec 3 Q AM IM AF Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 11 /10/2014 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. No Objection: addition of stepping stone patio. Issued by E. Omisca on 01/26/2015. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. Sincerely, �G��� Erlande Omisca Engineering Specialist II Department of Health in Dade County Florida Department of Health www.floridahealth.gov in Dade County - - , Florida TWITTER:HealthyFLA PHONE: (305) 623-3500 FACEBOOK:FLDepartmentofHealth YOUTUBE:fldoh x i < z� 0� SHEET 2 OF 2 FDAAIL • V E f I I LDCDm � J O ' N � p < o.0 n� in AV 216 01 0. j 19 � ASCII -i • P,Ov-\CJ . NE . _ 95-T � STREET NO OBJECTION Florida Health Miami -Dade County O.S.T.D.S. & Well Program Application No.: 2 Ff 1LS�225 E Date: _ _ V2(e/2s2� Signature THOMAS J. KELLY, INC. L. B. 4'6486 SURVEYORS -.MAPPERS -LAND PLANNERS 7901 CORAL WAY, MIAMI, FLORIDA 33155 (786) 242-7692 DADE (954) 779-3288 BRWD (786) 242-6494 DADE FAX (954) 779-3260 BRWD FAX - DATE FIELD WORK SCALE1„ z 20j �SI�nR_VE432 10-2g-14 UP DATE : 12-09 -14 UP DATE 1 01 - 19 -15 __.. - Q co' i0 020' 15' ALLEY• a5o'— CL - 8.5' ASPH-PAV. CL. 1=0.NAIL -- 15.00 ' M 10.00 M - 2670 ' -o':° 89'(45` 0 90° 15` 00" U 2 00 18.50 a Zd 14 a 87b'--1- 0. r i � z �11d. OI t -I w Ln , az. i/2 N �.� ` 0 ->=AST LU¢ LOT 64 ce .� WS :N.. BLIP, 15 CO' J �`. 7 > • 0T 15 5LK.►S u m > _rr� I N �a 17.0 IC p' :+U Lo in N Ln- d o JS 020' 1690' ` P.o2,TILEVLO ; � SLAB w y' 20.20 L J O -W.M . R/M 5' StYJK cn O z N O L 17.70' `= ONF_ STORY. � 0 3� �RFF-5 N q 895 -g F- LJd r C O CJ CC? x z i < z� 0� SHEET 2 OF 2 FDAAIL • V E f I I LDCDm � J O ' N � p < o.0 n� in AV 216 01 0. j 19 � ASCII -i • P,Ov-\CJ . NE . _ 95-T � STREET NO OBJECTION Florida Health Miami -Dade County O.S.T.D.S. & Well Program Application No.: 2 Ff 1LS�225 E Date: _ _ V2(e/2s2� Signature THOMAS J. KELLY, INC. L. B. 4'6486 SURVEYORS -.MAPPERS -LAND PLANNERS 7901 CORAL WAY, MIAMI, FLORIDA 33155 (786) 242-7692 DADE (954) 779-3288 BRWD (786) 242-6494 DADE FAX (954) 779-3260 BRWD FAX - DATE FIELD WORK SCALE1„ z 20j �SI�nR_VE432 10-2g-14 UP DATE : 12-09 -14 UP DATE 1 01 - 19 -15 - Q co' i0 _. 15.60 10.00 2670 ' (y 4.5' O 00 18.50 14 a � � z w �.� ` 0 ce .� WS _ CO' �`. 7 > • e: o° o O > J w Q LE = FCs� '� N O F2 c� p' :+U Lo in N Ln- d o ; c m w -W.M . R/M 5' StYJK cn z a �. CL `= � F- LJd r C O CJ CC? z ur ° C 2.5 GREENAREA i < z� 0� SHEET 2 OF 2 FDAAIL • V E f I I LDCDm � J O ' N � p < o.0 n� in AV 216 01 0. j 19 � ASCII -i • P,Ov-\CJ . NE . _ 95-T � STREET NO OBJECTION Florida Health Miami -Dade County O.S.T.D.S. & Well Program Application No.: 2 Ff 1LS�225 E Date: _ _ V2(e/2s2� Signature THOMAS J. KELLY, INC. L. B. 4'6486 SURVEYORS -.MAPPERS -LAND PLANNERS 7901 CORAL WAY, MIAMI, FLORIDA 33155 (786) 242-7692 DADE (954) 779-3288 BRWD (786) 242-6494 DADE FAX (954) 779-3260 BRWD FAX - DATE FIELD WORK SCALE1„ z 20j �SI�nR_VE432 10-2g-14 UP DATE : 12-09 -14 UP DATE 1 01 - 19 -15 CERTIFY TO: Eric C. Brown And Jacki S. Brown CBS... CONCRETE BLOCK STRUCTURE O.U.L.... OVERHEAD UTILITY LINE P.C.C... POINT OF COMPOUND CURVE ' P.O.C... POINT OF COMMENCEMENT BLDG.. BUILDING C.H..... CHORD DISTANCE D.E..... DRAINAGE EASEMENT F.H..... FIRE HYDRANT R ..... RADIUS LEGAL DESCRIPTION: Lot: THE EAST 1/2 OF LOT 14 AND ALL OF LOT 15 " Block: 75 Subdivision: Miami Shores Section 3 According to the Plat thereof as recorded in Plat Book: 10 Page: 37 Public Records of MIAMI-DADE County, Florida. ADDRESS: 895 NE 95TH ST MIAMI -SHORES, FL 33138 Encroachments Noted: NONE LOCATION SKETCH SCALE: N T 5. SLK COP . NOTES: A) All Clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. B) This survey is intended for mortgage or refinance purposes only exclusively for this use by those to whom it is certified. This survey is not to be used for construction, permitting, design, or any other use without written con- sent of Thomas J. Kelly, Inc. C) Code restriction and title search are not reflected on this survey. D) The flood information shown hereon does not imply that the referenced property will or will not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reliance on sold information. E) The lands depleted hereon were surveyed per the legal description and no claims as to ownership or matters of title are made or Implied. F) Underground Encroachments, if any, not located. I hereby certify that the survey represented hereon meets the minimum technical stun - do set forth by the.Dohrd of Land Surveyors in a r 5J-1T05Wto 17,052 Fla. Admin. Code pursuant Se o�it 027 FIA. Std "r> JOo ?.j?'EREA, P.S. & M. #4858 STAtXOF, FLORIDA NO A D: UNLESS IMPRINTED WITH AN �EMBOSSEWSURVEYOPS'S SEAL 1. IF ]SHPWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IF SHOWN. ELEVATIONS ARE REFMED N.G.V.D 1929. 3. THIS IS A BOUNDARY SURVEY. Lul zl i LEGF, 41) OE SURVEY ABBREVIATIONS .,• . .-CRC DISTANCE AAC .... AIR CONDITIONING C ..... CALCULATED C.B...... CATCH BASIN CL.... CLEAR CIL.... CENTER LINE ENC ... ENCROACHMENT P,C..... POINT OF CURVATURE FIP .... FOUND IRON, PIPE P,O•B• , , POINT OF BEGINNING O.H.... OVER HANG W.M.... WATER METER P.B.... PLAT BOOK M ..... MEASURED PIL... PROPERTY LINE CONC..CONCRETE UP... UTILITY POLE F.D..... FOUND CERTIFY TO: Eric C. Brown And Jacki S. Brown CBS... CONCRETE BLOCK STRUCTURE O.U.L.... OVERHEAD UTILITY LINE P.C.C... POINT OF COMPOUND CURVE ' P.O.C... POINT OF COMMENCEMENT BLDG.. BUILDING C.H..... CHORD DISTANCE D.E..... DRAINAGE EASEMENT F.H..... FIRE HYDRANT R ..... RADIUS LEGAL DESCRIPTION: Lot: THE EAST 1/2 OF LOT 14 AND ALL OF LOT 15 " Block: 75 Subdivision: Miami Shores Section 3 According to the Plat thereof as recorded in Plat Book: 10 Page: 37 Public Records of MIAMI-DADE County, Florida. ADDRESS: 895 NE 95TH ST MIAMI -SHORES, FL 33138 Encroachments Noted: NONE LOCATION SKETCH SCALE: N T 5. SLK COP . NOTES: A) All Clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. B) This survey is intended for mortgage or refinance purposes only exclusively for this use by those to whom it is certified. This survey is not to be used for construction, permitting, design, or any other use without written con- sent of Thomas J. Kelly, Inc. C) Code restriction and title search are not reflected on this survey. D) The flood information shown hereon does not imply that the referenced property will or will not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reliance on sold information. E) The lands depleted hereon were surveyed per the legal description and no claims as to ownership or matters of title are made or Implied. F) Underground Encroachments, if any, not located. I hereby certify that the survey represented hereon meets the minimum technical stun - do set forth by the.Dohrd of Land Surveyors in a r 5J-1T05Wto 17,052 Fla. Admin. Code pursuant Se o�it 027 FIA. Std "r> JOo ?.j?'EREA, P.S. & M. #4858 STAtXOF, FLORIDA NO A D: UNLESS IMPRINTED WITH AN �EMBOSSEWSURVEYOPS'S SEAL 1. IF ]SHPWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IF SHOWN. ELEVATIONS ARE REFMED N.G.V.D 1929. 3. THIS IS A BOUNDARY SURVEY. Lul zl Sheet 1 of 2 FLOOD ZONE: X _THIS IS A FLOOD /HAZARD ZONE V THI5 I5 NOT A FLOOD HAZARD ZONE PANEL NO.% 306/L COMMUNITY #: 120652 DATE OF FIRM: 09/11/2009 BASE FLOOD: NIA FINISH FLOOR: N/A LOWEST N/A ADJ GRADE ! 109 8.1-16 l I 12 1-3 l l, ,, 4 GjC)i', N.E 95� ST. THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS -MAPPERS -LAND PLANNERS 7901 CORAL WAY MIAMI, FLORIDA 33155 (786) 242-7692 DADE (954) 779-3288 BRWD (786) 242-6494 DADE FAX (954) 779-3260 BRWD FAX DATE FIELD WORK SCALE SURVEY NO. 10/28/2014 111 = NTS_ 14-1432 Ula DATE: 12-09-14 UP DATE: O!- T9- 15 i NGVD ... NATIONAL GEODETIC VERTICAL DATUM PRC... POINT OF REVERSE CURVATURE RAD ... RADIAL RAW ...RIGHT OF WAY SEC... SECTION SCR... SCREENED S.LP..... SET IRON PIPE SWK... SIDEWALK U.E..... UTILITY EASEMENT CHLF..... CHAIN LINK FENCE Sheet 1 of 2 FLOOD ZONE: X _THIS IS A FLOOD /HAZARD ZONE V THI5 I5 NOT A FLOOD HAZARD ZONE PANEL NO.% 306/L COMMUNITY #: 120652 DATE OF FIRM: 09/11/2009 BASE FLOOD: NIA FINISH FLOOR: N/A LOWEST N/A ADJ GRADE ! 109 8.1-16 l I 12 1-3 l l, ,, 4 GjC)i', N.E 95� ST. THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS -MAPPERS -LAND PLANNERS 7901 CORAL WAY MIAMI, FLORIDA 33155 (786) 242-7692 DADE (954) 779-3288 BRWD (786) 242-6494 DADE FAX (954) 779-3260 BRWD FAX DATE FIELD WORK SCALE SURVEY NO. 10/28/2014 111 = NTS_ 14-1432 Ula DATE: 12-09-14 UP DATE: O!- T9- 15 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC14-1009 Owner KEITH MOORE & JACKI BROWN Contractor F & F CONSTRUCTION SERVICES INC Subdivision/Project NONE Date Issued 2/3/2015 Occupancy Construction Type V _ R Load N/A Occupancy Square Footage N/A Type R-3 Description of Work INTERIOR RENOVATION Location 895 NE 95 ST Miami Shores FL 33138 Applicable 2010 FLORIDA BUILDING Code Flood Zone N/A F.F.E N/A Building Officials Approval surae aranjo, Not Transferable POST IN A CONSPICUOUS PLACE August 15, 2014 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Permit Number: RC -5-14-1009 Address: 895 NE 95th Street Dear Inspector, Due to conditions in the existing masonry opening for Door No. 2 (new glass sliding door), the General Contractor used (2) 2x8 wood bucks anchored to the existing concrete tie -beam with '/4" x 3-3/4" tapcons staggered at 6" o.c. Sincerely, Victor J. Bruce A.I.A., LEED R AP Vice President & Architect AR -0017103 A&I associates, Inc. 370 NE 1011 Street Miami Shores, Florida 33138 telephone 305-310-5030 fax 1-877-408-8280 email vbruce@ai-associates.net gal SCIS Kome Wg in User RegWMatWn. Mot Topics Submit Surcharge Stats. d faun : ptettacions FOC Staff BCis Site Map links Search Business',., Professional VEER: Pubk U V Appficbtim DGWI # FL14462-R1 Application Type Revision 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 Arthived Product Manufacturer - IELD-WEN Address/Phona/Ema i 3737 Lakeport Blvd Klamath Falls, OR 97601 (541)205-1171 garyr@jeld-wen.com Authorized Signature Gary Rollinson fbc@jeid-wen.com Tunical Representative 1ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (Soo)535-3936 wstomerse rviceagerits* jENd-wen.mm An I a s s o c 1 -a+Lurance Rep serltative �,T 61 mail 7 Sub. tegory Approved ❑ Approved as Corrected Rejectedstmtt°d Certification Mark or Listing ;' ❑ Reviou Submit Specified Item Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association ..iris review is only for general conformance With the design concept of the project and eneral compliance with the information livenn year ,pp� CC�� ?ndard and Year {of Standard) 2005 Il the Contract I)OCtlmentS. �a1pLC�nS pr AAMA/WDMA/CSA 101/I.5.2/A440 OS �"Ommentsm.ade on the shop drawings during TAS 202 1994 Itis review do not relieve contractor from I compliance with the reduiremerts of the plants nd specifications. Approval of i l Standards Florida Licensed Professional Engineer or Architect r11 not include approval of an ass,,M ly of "hich the item is a cornporent. Contractor is responsible for: dimensions to be confirmed >>ld correlated at the jobsite; information that Crtains solely to the fabrication processes or tri the means, methods, techniques; sequences and procedures of construction; p*wDdi'#pWf 64l M ;had Method 1 Option A ,,if the Work of all tri es; and for erf rming all w rk i a safe an satisf tory -teed 03/1012012 Iryated 03/23/2012 Pen ng F roval Date Approved of products 04/01/2012 FL # Model, Number or Name Description 14462.1 Premium Atlantic Aluminum Side Load Single Hung (6100) 52.125" x 75' Single Glaze Approved for use in HVHZ: Yes (1/8" Tempered) or Insulated Glass (3116" - 3/16' Approved for use outside HVHZ: Yes Annealed) Limits of use _- Certification Agency Certificate Approved for use inHVHZs Yes FL 446 r. I C, 1,s; Approved for use outside HVHZ: Yes 5 x (' Impact ResiBtaft tt: No F°� C r, s t; C S, r )- A v. Design Pressure: +601-65 _ c Other: Frame and Sash made of Aluminum 6063-T6 r- + R a �s 5,< , •°' ? _ ; _ . _ 60 (approximately .0" thick) _ of Verified By; American Architectural Manufacturers G' Quality Assurance Contract Expiration Dere 10/10/2014 Installation Instructions Created by Independent Third Party: Yes Verified By: American Arthitectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 14462.2 Premium Atlantic Aluminum Side toad Single Hung (6100) 36" x 72" Single Glaze (1/8" j Tempered) or insulated Glass (118" - 1/8" Annealed) Limits of Use Ceet-dication Agency Certificate Approved for use in HVHZ: Yes F1,14 S -f F , G 74 202 Approved for use outside HVHZ: Yes _±K Impact, Resistant: No R,-_..,_T , F 2 > SIG-` bc 2Q'2 SSC - Design Pressure: +601-65 s _ Other: Frame and Sash made of Aluminum 6063-T6 QualityAalsuranae Contract Eacpiration Date (approximately .060' thick) 10/1012014 Installation Instructions a 3 J./ rel ry t ,•U Verified By; American Architectural Manufacturers Association Created by Int Third Party: Evaluation Reports =L iS ?_ AF Vf-n lh3 iVNL.sgf Created by Independent Third Party: Yes Back Mekt CWbWt:: 1040 North KOA =_ Sweet. Tailaha2500. FL UM phone: 850-487- 7824 The State of Florida is an AAJEW engrbyer. Cuwridf42007-2013 State of Honda, :: ad= Statement :: Accossillift Refund Under Florida taw, emaif addresses are Pubic records: If you do not want your e-mail address released in response to a putik-records request, do not send electronic mail to this GrOW. Instead, contact the offios 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, Z012, Acensees licensed under chapter 455, F.S. unarst provide the Department with an email address if they have one. The emalls wooded may be used :for official communication with the meanies. Howeveremail addresses are pubic record. If you do not wish to wripty a personal address, please provide the Department with an email address which can be made availakAe to the public. To determine if you ane a licensee under Chapter 455, F.S., please. dick t KL, ptudmR Approval Acceptr. a W H Ste crit$ '. NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NIO11335 DATE: 21/15/2012 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Premium Atlantic Alumina 3737 Lakeport Boulevard Hun Window g" Klamath Falls, OR 97601 Nail Fin & Flange Install 'on W_ t SD,c"�': Configuration: ort flee me pros Glazing: taminate-1/8" Annealed GI and of lite W 0.090" PVB by DuPont/1/8" Annealed GI n terminate'1/8" Annealed Glass/ _ - 0.090" Sentry Glass PlusA/8" Annealed Gass-- ❑ Subn Date Frame: W-1324mm(52.12 ") H-1905mm�5") 111111 Sash: W-1284mm(50.56") H-826mm(3 .5" „th SPECIFICATION M DUCT NG n TAS 201/202/203-94 esign Preure: +60/-65 psf Large Mis ile Impact Rated " Product Tested By`. National Certified Testing Laboratories, Inc. Report No: NCTL-210-3827-1 Expiration Date: October 31, 2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 I . l t.. ts. C.o ct C�".1 .trtn, Col..1.,�trr front r (7t rer nt� c f t4t� plums r iil ,3n.r'u�Of c. -r•" 1-x'11 riot i ail 01 !:`3 G•,`'rc f;(1i1± ,r is �,iI1tE11 til cti c a c(+Iili`1,11e,, t" respuGs10� �jtntr, ,ittn� ``r tt, itc; 1f7,�ITi113?,�>r lift?�t' and correi Fay to tj-je f d rt at 1 t 1 r, c5sc5 car t SD,c"�': .=:Tn + flee me pros PCa� Ci11 }C>�3'ticli��8 and of lite W nd n �o;,cent f the lti��en n inf(, n,at,� vcc ti�ttt°, ii'Je or . l t.. ts. C.o ct C�".1 .trtn, Col..1.,�trr front r (7t rer nt� c f t4t� plums r iil ,3n.r'u�Of c. -r•" 1-x'11 riot i ail 01 !:`3 G•,`'rc f;(1i1± ,r is �,iI1tE11 til cti c a c(+Iili`1,11e,, t" respuGs10� �jtntr, ,ittn� ``r tt, itc; 1f7,�ITi113?,�>r lift?�t' and correi Fay to tj-je f d rt at 1 t 1 r, c5sc5 car pertains s r�Iruti;.tn flee me pros '' � u ;, r cct( urs of co" t r1<< f at periOral na and of lite W 'n oft! tl� ;ry t er. safe and t;ia� all rk a By Date i; M% Wmbwnt DP IMPACT Wt. vau From Edon Ir OJL MAX MAX "M I= NAL nN Fa+Edam • E•■+• 'o c comply with the wind load criteria of the adopted International Building' 1• 11H1U /IAK n 1 Reason: I am appyIng this document Code (IBC), the International Residential Code (IRC), the Florida SHA Spap Date: 2013.10.2411 :26:40 -04'00' Building Code including High Velocity Hurricane Zone and the industry FRAME SECTION (TYP) EmbtdrNnt 1. Seal flange / frame to substrate. • All glazing shall conform to ASTM E1300. VERTICAL SECTION • At minimum, glazing is, Laminate -1/8' Annealed Glass/.090" PVB by TYPICAL ELEVATION WITH FASTENERS M% Wmbwnt DP IMPACT Wt. vau From Edon YES Fa+Edam • E•■+• Digitally signed by Hermes F. Norero, P.E. comply with the wind load criteria of the adopted International Building' 1• "'" " Reason: I am appyIng this document Code (IBC), the International Residential Code (IRC), the Florida SHA Spap Date: 2013.10.2411 :26:40 -04'00' Building Code including High Velocity Hurricane Zone and the industry FRAME SECTION (TYP) EmbtdrNnt 1. Seal flange / frame to substrate. • All glazing shall conform to ASTM E1300. VERTICAL SECTION • At minimum, glazing is, Laminate -1/8' Annealed Glass/.090" PVB by to penetrate a minimum of 1-1/2" into the wood framing. For two by wood DuPont/ 1/8' Annealed Glass or Laminate -1 /8" Annealed Glass/0.090" OM a.ft b"— ara rum a V"d 4.w Sentry Glass Plus/ 1 /8" Annealed Glass. .3m • Use structural or composite shims where required. JC3 • Installation methods can be interchanged within the same opening. A! 1rJ KTE WV m—,/' r , Frosounce m Edow FIN INSTALLATION UNIFORM DESIGN F RESSURF ,PER TAS 202 Max Frame DP IMPACT 52 1/8'x 75"+60/-65 YES LMI VLX I AN 201 L 203 I General Notes: tp-- • The product shown herein is designed, tested and manufactured to E•■+• Digitally signed by Hermes F. Norero, P.E. comply with the wind load criteria of the adopted International Building' "'" " Reason: I am appyIng this document Code (IBC), the International Residential Code (IRC), the Florida Date: 2013.10.2411 :26:40 -04'00' Building Code including High Velocity Hurricane Zone and the industry Installation Notes: standard requirement for the stated conditions. 1. Seal flange / frame to substrate. • All glazing shall conform to ASTM E1300. 2.Use #10 X 1-1/2" PH or greater fasteners through the nail fin with suM- tient length • At minimum, glazing is, Laminate -1/8' Annealed Glass/.090" PVB by to penetrate a minimum of 1-1/2" into the wood framing. For two by wood DuPont/ 1/8' Annealed Glass or Laminate -1 /8" Annealed Glass/0.090" frame substrate (Min S.G. = 0.55) Sentry Glass Plus/ 1 /8" Annealed Glass. 3. Host structure (wood buck, stud framing and opening) t be designed and • Use structural or composite shims where required. anchored to properly transfer all loads to the structure.a host structure is the • Installation methods can be interchanged within the same opening. responsibility of the architect or engineer of record for thproject of installation. • An impact protective system is not required where wind bome debris 4. Window includes a slip-on aluminum 6063-T5 nail fin with a typical wall protection red buildingiii., thickness of 0.050" and extends approximately 1.258" av ay from frame. Is it nclude bucksal a Maximum zes of fin or flan `w1111111 This schedule addresses only the fasteners required to anchor the to achieve the rated design pressure and impact "•••, ,• �i PROJECT ENMEM Q • — DATE: 12/11/2012 3737 Lakeport Blvd. DVtq product performance (where applicable) up to the size limitations noted. 1tF% ��: • •' ��� �' Hertzog SCALE: NTS � Klamath Fails, OR 97601 (541) 882-3451 is not intended as a guide to the installation process and does nc �• 7 •• address the sealing consideration that may arise In different welt BY: TITLE: conditions. For the complete installation procedure, see thN tir -0 � T CC AWMW BY: Premium Atlantic Single ung Window instructions packaged with the window or go % �, P : 64 ` „ „ Nail Fin Frame Installations (52-1/8 x 75") www.field-wen.com/resourcesAnstaflation. 10 This drawing Its the JELD-WEN, Inc. o and contents are property of 2t•�TMNA and are for the expressed use of determining anchor requirements for this product only. ice. IDENTIfM Na tach: 210-3827-I Fsc PLANT NAME ANDLACATIDrI Window Division Venice CAD DWG. Na: Hcn 210-=-1 FW rtEY: 00 4lEEr 1 1 Of 7 General Notes: • The product shown herein is designed, tested and manufactured to r 52 1/8'x 75" 4.2r YES -I--� TM rArc ccoril s • All glazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform to`ASTM C9,0).• At minimum, glazing is, Laminate -i/8" Annealed GlassL090" PVB by 3. Host structure (wood buck, masonry and steel) to be designed and o r3 Sentry Glass Plus/ 1/8" Annealed Glass. the responsibility of the architect or engineer of record "For the project of • Use structural or composite shims where required. installation. • Installation methods can be interchanged within the same opening. address the sealing consideration that may arise in different wa= • An impact protective system is not required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flan .� T T nwreovEoer: instructions packaged with the window or go to, Tm RAW I www.Od-wen.com/resourcesfinstallatlon. This drawing and Its contents are the of JELD-WEN, Inc. v n'.. 111' , ell properly and are for the expressed use of determining anchor IDENTIFIER Na requirements for this product only. MAU NCiL-210-3827-1 Wye (� �.VW M �lGLAZIM A {---rr%WW WWrN (8211r MAX)--� General Notes: • The product shown herein is designed, tested and manufactured to ErAwalment ►1b% Q VP v From . Edge' L a 2 SHR sem• I JAMB . (;TION (TYP) il HORIZONTAL SECTION UNIFORM DESIGN PRESSURE PER TAS >prf Max Frame DPIMT FACT 52 1/8'x 75" +60/-6 YES 2. Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length requirement for the stated conditions. .04 • All glazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform to`ASTM C9,0).• At minimum, glazing is, Laminate -i/8" Annealed GlassL090" PVB by 3. Host structure (wood buck, masonry and steel) to be designed and o r3 Sentry Glass Plus/ 1/8" Annealed Glass. the responsibility of the architect or engineer of record "For the project of • Use structural or composite shims where required. installation. • Installation methods can be interchanged within the same opening. address the sealing consideration that may arise in different wa= • An impact protective system is not required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flan .� T T nwreovEoer: instructions packaged with the window or go to, I www.Od-wen.com/resourcesfinstallatlon. This drawing and Its contents are the of JELD-WEN, Inc. v n'.. 111' , 1054 properly and are for the expressed use of determining anchor IDENTIFIER Na requirements for this product only. MAU NCiL-210-3827-1 Wye (� �.VW M �lGLAZIM DETAIL 0 we VjU ErAwalment ►1b% Q VP v From . Edge' L a 2 SHR sem• I JAMB . (;TION (TYP) il HORIZONTAL SECTION UNIFORM DESIGN PRESSURE PER TAS >prf Max Frame DPIMT FACT 52 1/8'x 75" +60/-6 YES ' LMI PER TAS 201 & 203 comply with the wind load criteria of the adopted International Building InIn Installation Notes: Code (IBC), the International Residential Code (IRC), the Florida Building Seal flange /frame to substrate. Code including High Velocity Hurricane Zone and the industry standard 2. Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length requirement for the stated conditions. to penetrate a minimum of 1-1/4" into the masonry. Fdr concrete (rain fc • All glazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform to`ASTM C9,0).• At minimum, glazing is, Laminate -i/8" Annealed GlassL090" PVB by 3. Host structure (wood buck, masonry and steel) to be designed and DuPont/ 1/8" Annealed Glass or Laminate -1/8" Annealed Glass/0.090" anchored to properly transfer all loads to the structure.}' The host .structure -is Sentry Glass Plus/ 1/8" Annealed Glass. the responsibility of the architect or engineer of record "For the project of • Use structural or composite shims where required. installation. • Installation methods can be interchanged within the same opening. address the sealing consideration that may arise in different wa= • An impact protective system is not required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flan .� T T 1/2012 3737 Lakeport Blvd, ALDWgN Klamath Falls, OR 97601 NTS " (541) 882-3451 Premium Atlantic Single Masonry Installation (' NM 2103W-1 FBC ng Window 1/8" x 75") REV: 00 SHEET ry O �c 4 This schedule addresses only the fasteners required to anchor the to achieve the rated design and Impact ��� ••.. !`�•••• .. �� a�t°�EaEHGi" product pressure z .•�.p performance (where applicable) up to the size limitations noted. IL ; (� "'" �` HertrC+g is not intended as a guide to the installation process and does no>: 7 address the sealing consideration that may arise in different wa= _� By. conditions. For the complete installation procedure, see thea. .� T T nwreovEoer: instructions packaged with the window or go to, www.Od-wen.com/resourcesfinstallatlon. This drawing and Its contents are the of JELD-WEN, Inc. O •.• oo 1054 properly and are for the expressed use of determining anchor IDENTIFIER Na requirements for this product only. NCiL-210-3827-1 1/2012 3737 Lakeport Blvd, ALDWgN Klamath Falls, OR 97601 NTS " (541) 882-3451 Premium Atlantic Single Masonry Installation (' NM 2103W-1 FBC ng Window 1/8" x 75") REV: 00 SHEET ry O M„tow MASONRY I=ALLATION %4*. „�,. Code OBC), the Intemational Residential Code (IRC), the Florida Building INCiiJDING 3AR PLATE Code including High Velocity Hurricane Zone and the industry standard 2• Use 3/16" Tapcon or equivalent fasteners through frar requirement for the stated conditions. 4. • aaer.wa • All glazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform tc d, El= DuPont/ 1/8' Annealed Glass or Laminate -1 /8" Annealed Glass/0.090" to properly transfer ail loads to the structure. The hos Sentry Glass Plus/ 11W Annealed Glass. IY4' Max thim svaco 3 i& >� KM tWMV Dls O vAL LawmmrLaTL Fron Edpe� 2k Q V SiENt PLA E FRAM SIMMIN [TYP) VERTICAL SECTION . . v' �1 o 4 .m MAMMY OLM i K f (TYP) us Im jAmB sE=N HORIZONT/�k. SECTION ails UNIFORM DESIGN PRESSURE PE9—` TAS 242 I= PW* I I Max Frame I i DP `IMPAC • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Installation Notes: Code OBC), the Intemational Residential Code (IRC), the Florida Building 1. Seal flange / frame to substrate. Code including High Velocity Hurricane Zone and the industry standard 2• Use 3/16" Tapcon or equivalent fasteners through frar requirement for the stated conditions. to penetrate a minimum of 1-1/4" into the masonry. FL • All glazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform tc • At minimum, glazing is, Laminate -1/8" Annealed Glass/•090" PVB by 3. Host structure (wood buck, masonry and steel) to be DuPont/ 1/8' Annealed Glass or Laminate -1 /8" Annealed Glass/0.090" to properly transfer ail loads to the structure. The hos Sentry Glass Plus/ 11W Annealed Glass. responsibility of the architect or engineer of record for • Use structural or composite shims where required. installation. C, • Installation methods can be interchanged within the same opening. 4• Window includes an aluminum 6063-T6 shear plate v • An impact protective system is not required where wind borne debris thickness of 0.0625" at each anchor point. protection is required by local building code. `JA1111I11111, • Maximum sizes are buck sizes and do not include fin or flan ,0 Al This schedule addresses only the fasteners required to anchor the �_ product to achieve the rated design pressure and impact !` •'' .� performance (where applicable) up to the size limitations noted. I>; ; Is not Intended as a guide to the installation process and does no= ? address the sealing consideration that may arise in different wa3 conditions. For the complete Installation procedure, see ftZ instructions packaged with the window or go toy www.field-wen.com/resourcesAnstallation. O %io ( P;' This drawing and its contents are the property of JELD-WEN, Inc. P �• and are for the expressed use of determining anchor requirements for this product only. > -651 Y e with sufficient length concrete, (rain fc ASTM C9o)' signed and anchored structure is the ie project of th a typica!'wa!l �j PROJECTENMNmt: DATE: 12/11/2012 1 MT A 71 3737 Lakeport Blvd. Klarni Falls, OR 97601 HeNTS `� (541) 882-3451 X09 eY: TmE: •_:, APNROVED9Y: Premium Adanfac Singh ung Window WILL rr Masonry Installation (5� 1/8" x;7S") IDENTIFIER No. PLANT NAME AND LOCATION1 CAD DWG. No.: REV: as<e� NCiL-210-3827-i FBc Window Division Venice I NCTL21M7•1 FEC 00 3 Of % • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. + At minimum, glazing is, Laminate -1/8" Annealed Glass/.090" PVB by DuPont/ 1/8" Annealed Glass or Laminate -1 B" Annealed Glass/0.090" Sentry Glass Plus/ 1 /8" Annealed Glass. Use structural or composite shims where required. Installation methods can be interchanged within the same opening. An impact protective system isnot required where wind bome debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or fl ngAN> This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact ��'.•' performance (where applicable) up to the size limitations noted. I ..0 is not intended as a guide to the installation process and does not 7 address the sealing consideration that may arise In different wsat conditions. For the complete installation procedure, see th6 .� T T tZ Instructions packaged with the window or go t( www.ield-wen.com/resources/installation. 10,O ( P This drawing and its contents are the property of JELD-WEN, Inc. I . and are for the expressed use of determining anchor requirements for this product only. o i>ITl�1 EL INS4`ALLATION UNIFORM DESIGN RESSURL PER TAS 202 Max Frame t --_{-MAX ROM 'n°"i�u°&Fa��-F-----� wax For IMPACT t M% uptancip Fra• Edow +60/ - S YES MA a6$dment (� SFIEE r A O� aF Ysys tiwads Past frw OA MAX TNMI ifiAl� max 8hM lyaas FRAME SECTION (TYR) VERTICAL SECTI13N aces res mE oaao DDv 9!S GLAZING DETAIL w• Nnx Shh Spam �---WMW WOLLL (W11V VAX) ---4 (--1 • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. + At minimum, glazing is, Laminate -1/8" Annealed Glass/.090" PVB by DuPont/ 1/8" Annealed Glass or Laminate -1 B" Annealed Glass/0.090" Sentry Glass Plus/ 1 /8" Annealed Glass. Use structural or composite shims where required. Installation methods can be interchanged within the same opening. An impact protective system isnot required where wind bome debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or fl ngAN> This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact ��'.•' performance (where applicable) up to the size limitations noted. I ..0 is not intended as a guide to the installation process and does not 7 address the sealing consideration that may arise In different wsat conditions. For the complete installation procedure, see th6 .� T T tZ Instructions packaged with the window or go t( www.ield-wen.com/resources/installation. 10,O ( P This drawing and its contents are the property of JELD-WEN, Inc. I . and are for the expressed use of determining anchor requirements for this product only. o i>ITl�1 EL INS4`ALLATION UNIFORM DESIGN RESSURL PER TAS 202 Max Frame DP ` ` IMPACT 52 1/8'x 75" +60/ - S YES LMl F'EK T AS 201 Installation Notes: 1. Seal flange / frame to substrate. 2. For Anchoring into metal framing, use #10 TEK with sufficient length to achieve a minimum eml threads past the frame thickness. Locate anch, elevations and installation details. Steel substrate 3. Host structure (metal framing' and opening) to b anchored to property transfer all loads to the str structure is the responsibility of the architect or E the project of installation. 1/2012 NTS 203 i slf tapping-perews adment of three s as shown in lin 18 ga (Oy = 33 ksi). desigred and ;ture. They host igineer of record for 3737 Lakeport Blvd. I(lamA Falls, OR 97601 (541)882-3451 Premium Atlantic Single I iung Winaaw Steel Installation (52 1/8" x 7$'1 kwwm By- 4 TOYA DEN nER Na NM --210-3827-1 F8C PLANT NAME AND LOCATION: Window Division Venice CAD DWG. Na: NCM21D-3W-1 FBC REV: OO (� SFIEE r A O� 0 MAX FROM coatDDls-t--i ms" *A WX. nMu FRAME dr MAX FROM 1&12lr OA THRU FMAXeAtie 3 00, TYPICAL �WWW MDTM (54 1/0-' MAX)--� ELEVATION WITH FASTENERS General Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted international Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. • At minimum, glazing is, Laminate -1/8" Annealed Glass/.090" PVB by DuPont/ 1/8" Annealed Glass or Laminate -1/8" Annealed Glass/0.090" Sentry Glass Plus/ 1 /8" Annealed Glass. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind bome debris protection is required by local building code. 11111111 • Maximum sizes are buck sizes and do not include fin or flanga? - 1— This schedule addresses only the fasteners required to anchor the �F product to achieve the rated design pressure and impact 4� .� ,p performance (where applicable) up to the size limitations noted. I� 'ZZ -. O is not intended as a guide to the installation process and does ncr: ? 7 address the sealing consideration that may arise in different waft -� conditions. For the complete Installation procedure, see thit .� • T T D Instructions packaged with the window or go toy /y www.ield-wen.com/resourcesAnstallation. O ( P This drawing and its contents are the property of JELD-WEN, Inc. 0, and are for the expressed use of determining anchor > requirements for this product only. MIN arty. S EL INS;A-LLATIGN r— Edw 11 INC DING SAAR PLATE of ttw. ar■aa. — — oast f.w w 1/4• Max vShh Sh1hi 'Space spect ALANWQ 1 _Mh 1NstwMe SHEAR PATE From Ed9v �' 3 2 SFS£ PPLATE FRAME SECTIM (TYP) Mln. embedment - - VERTICAL SECTION of three threads 1 past frame 3tts 18 pa a 94 Steel Stud .0-9 40 sm fi.ASs DDM 973 O.S00 t , H FRIZONTAL,� r CTION' Me�INr. ncrelL UNIFORM DESIGN P ESSURE TAS '202 'au, Hca Max Frame e DF -LL IMPACT 52 1/8"x 75'1+60/-651 YES LMI PER TAS 201 & 203 -a 3 Installation Notes: 1. Seal flange / frame to substrate. 2. For Anchoring into metal framing, use #10 TEK elf tapping screws with sufficient length to achieve a minimum em edment of<Iree threads past the frame thickness. Locate anchrs as showh in elevations and installation details.Steel substrate rain 18 ga.(Fy`= 33 ksi). 3. Host structure (metal framing and opening) to b4 designed and anchored to properly transfer all loads to the stn�cture. The -host structure is the responsibility of the architect or e�gineer of record for the project of installation. 4. Window includes an aluminum 6063-T6 shear pate with atypical wall thickness of 0.0625" at each anchor point. l., 'KUJMI uwlnccx: UAic 3%+37 Lakeport 13W. 12/11/2012 L1 I SCA: JLjA6.1iDVtN Klan*th Falls, OR 97601 HeMzog� NTS '' (541)882-3451 arcmw- TIrLE: „wom9,: Premium Atlantic Single ung Winw �R ger Steel Installation (5211/8" x 7S'r) 1 A54 IDENTIFIER Na PLANT NAME AND LOCATION: CAD DWG. Na: REV: Of f NCM -210-3827-1 Fac Window Division Venice NM 210-M7-1 Fec 00 % : Ir RM -r—� TIRN fRAIIE DP "" IMPACT kPCL1X8% 75'1f+60/—&5,1 001 YES ---woos. wmn. (ee tn- i1m)----, 'Q C MAX TRRU nt" ( TYPICAL ELEVATION WITN FASTENERS General Notes: ! t • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. • At minimum, glazing is, Laminate -1/8" Annealed Glass/.090" PVB by DuPont/ 1/8' Annealed Glass or Laminate -118" Annealed Glass/0.090" Sentry Glass Plus/ 1 /8' Annealed Glass. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind bome debris protection is required by local building code. J%%1111111111111 • Maximum sizes are buck sizes and do not include fin or flanq*** i-' This schedule addresses only the fasteners required to anchor the `,%•••" 4, product to achieve the rated design pressure and Impact �Q` .•' ,•�i! performance (where applicable) up to the size limitations noted. It, -,C) Is not Intended as a guide to the Installation process and does not 7 •� address the sealing consideration that may arise in different watC conditions. For the complete Installation procedure, see the -01 T C instructions packaged with the window or go toy ;• www.field-wen.com/resourcesAnstallabon. O P <U This drawing and its contents are the property of JELD-WEN, Inc. and are for the expressed use of determining anchor , requirements for this product only., y Mn Distance Fra+ Edov 3/4' JAMB SE ON (TYP) HORIZONT�SECTION UNIFORM DESIGN P ESSURCPER TAS 202 ame DP "" IMPACT kPCL1X8% 75'1f+60/—&5,1 YES LMI PER TAS 201 & 203 Installation Notes: 1. Seal flange / frame to substrate. 2. Use #10 x 1-1 /2" PH or greater fasteners through the jambs with sufficient length to penetrate a minimum of 1 ' into the ' d framing. For two by (2X) wood frame substrate (Min G. = 0.55 3. Host structure (wood buck, masonry and steel) to be dssigned and anchored to properly transfer all loads to the?structure. The host structure is the responsibility of the architect br engineer -of record for the project of installation. PROJECT ENONaR DATE: 3737 Lakeport Blvd. 12/11/2012 Klamo Falls, OR 97601 Hartzog NTS (541) 882-3451 BY: TME: =am BY: Premium Atlantic Single ung Win er Thru Jamb Installation ( 2 1/8" x ,15") DENTIFIBtNo. Ncn-210-3827-1 CRD DWG. N0.: REV: ;5N€ET :e NM 210-3827-1 FBC g 00 6 0 7 i. VAX 20.r 0A VAX "M ,a,,m- DP I:I:M:PACT 52 1/8'x 75" X60/-65 Y S TYPICAL ELEVATION WITH FASTENERS General Notes: t (y • The product shown herein is designed, tested and manufactured to comply Witt the wind load criteria of the adopted international Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity Hurricane Zone and the industry standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. • At minimum, glazing is, Laminate -1/8" Annealed Glass/.090" PVB by DuPont/ 1/8" Annealed Glass or Laminate -1/8" Annealed Glass/0.090" Sentry Glass Plus/ 1/8" Annealed Glass. • Use structural or composite. shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is bot required where wind borne debris protection Is required by local building code. 111111111 • Maximum sizes are buck sizes and do not include fin or flan �1�fft1 ���i� This schedule addresses only the fasteners required to anchor the product to achieve the rated design. pressure and impact 'p performance (where applicable) up to the size limitations noted. It-%, is not intended as a guide to the Installation process and does note 7 address the sealing consideration that may arise in different waC ; conditions. For the complete installation procedure, see th= instructions packaged with the window or go toe - www.field-wen.com/MwurcesAnstallation. O This drawing and its contents are the property of JELD-WEN, Inc. P and are for the expressed use of determining anchor requirements for this product only. i d r,a � I Mot GH 3AMS TSTALLATIC �m: � c. 41 �ALUWW Embedment tis+,Max PLATE s►;. space FRAME SECTION (TYP) 3 IJN1NId4 VERTICAL SECTION PLATE SEs MWb Dlstance 2 sp From Edge, 314• A9 ta!s u�TE DCV M—'/'� � g. GLAZING DETAIL UNIFORM DESIGN P ESSUREPE S LMS TAS EM 8� z03 Installation Notes: 1. Seal flange / frame to substrate. 2. Use #10 X 1-1 /2" PH or greater fasteners thrOL gh the jams with sufficient length to penetrate a minimum of 1" nto the wood framing. For two by (2X) wood frame substrate (Min S.Q. = 0.55)-;," 3. Host structure (wood buck, masonry and'steel i to be deg"ned and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect od engineer of record fc - the project of installation. 4. Window includes an aluminum 6063-T6 shea . plate with,'A' typical wall thickness of 0.0625" at each anchor point. ( 4, 4 I � SAWN encatnccec: SC L ��� 37'37 Falls, Lakeport ' Klamath Fails, OR 97601 Hertrog� NTS (541) 882-3451 BY: TnU: „, „EDB., Premium Atlantic Single ung wnc w Z crag Thru Jamb Installation (�2 1/8" x 75") 134H DETITIM No. PLANT NAME ANO LOCATtON: CAD DWG. No.: REV: / of 7 NCIL-210-3827-1 r C Window Division Venice NCT1.210.3W-1 Fac 00' 7 Max Frame DP I:I:M:PACT 52 1/8'x 75" X60/-65 Y S LMS TAS EM 8� z03 Installation Notes: 1. Seal flange / frame to substrate. 2. Use #10 X 1-1 /2" PH or greater fasteners thrOL gh the jams with sufficient length to penetrate a minimum of 1" nto the wood framing. For two by (2X) wood frame substrate (Min S.Q. = 0.55)-;," 3. Host structure (wood buck, masonry and'steel i to be deg"ned and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect od engineer of record fc - the project of installation. 4. Window includes an aluminum 6063-T6 shea . plate with,'A' typical wall thickness of 0.0625" at each anchor point. ( 4, 4 I � SAWN encatnccec: SC L ��� 37'37 Falls, Lakeport ' Klamath Fails, OR 97601 Hertrog� NTS (541) 882-3451 BY: TnU: „, „EDB., Premium Atlantic Single ung wnc w Z crag Thru Jamb Installation (�2 1/8" x 75") 134H DETITIM No. PLANT NAME ANO LOCATtON: CAD DWG. No.: REV: / of 7 NCIL-210-3827-1 r C Window Division Venice NCT1.210.3W-1 Fac 00' 7 3 BCPS HOrtte Wp Tn RegiStratlOn HO TOPKS saint S."h." stats 9 Facts PoWsbOns FSC Staff SCIS Sft Map links Search 4 '$Usines5,'�Professio'4 t FL11109-R4 Application Type Revision Code vers")n 2010 Application Status Approved *Approved by OBPR. Approvals by DSPR shall be reviewed and ratified Comments by the POC and/or the Commission if necessary. Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 LakeBlvd Authorized Signature Technical Representative Address/phone/Email Quality Assurance Representative A&I assn les, Inc. compliance Method { I Approved ❑ Approved as Corrected ' l Rejected v j�Y a TResubtnit Submit Specified Item This review is only fir ener�,tco l��rece with the design concept o t, e pro�eet arl Standard) general compliance with the information given i in the Contract Documents. Corrections or i comments made on the shop drawings during this review do notJevcort lua ce o {Kt S' jran a compliance with the roil�~W,,s e 'ne p ans and specifications. Approval of a specific item Shall not include approval of an assembly of which the item is a component. Cointractor is responsible for: dimensions to be confirmed and correlated at the jobsite;'informadon that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of the Work of all trad s; aild for perf r ing all w rk in a s fe and atisf cry m r. p0 03 t l Date By ptNt Klamath Falls, OR 97601 (541)205.1171` garyr#jeld-wen.com Gary Rollinson fbc@jetd-wen,com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@field-wen.com Sta rase TAS 201 1994 FAS 202 1994 TAS 203 1994 Florida Licensed professional Engineer or Architect p r.cii,� cER 2W�5 JEi J3_^u_���c.t il IC" _NA E-�siL;_LEPtJ57 J .l iaC ?.pef d r R4 c -j" R4 fcu v R ;$ Ravi LtD O�,,-,cif ¢,4 Ecut*r, cR 2 4G .eti -MIX 99.-OSf `:,k_E : v Eta 2Q91_PgyC �E UCs1C'3_,� it Product Approval Method Date Submitted Date Validated Date Pending, FBC Approval Date Approved summary of Products Method 1 Option A 07/24/2013 09/03/2013 09/03/2013 FL # Modes, Number or Name Description - 11109.1 Builders Atlantic Aluminum Sliding Patio Door 72" x BO" (Bypass 2 Track) Limits of Use Certification Agency Certificate Approved for use to HVHZ: Yes F1 1_ 0S RR4 C Approved for use Outside HVHZ:yes R4_-- A Pah�2 :.�s,7t Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 05/31/2016 Otlra: Installation Instructions Fl IG Ri=? J} 5,8 Feu, 4S Uta Npr t Eac=.F's�t Verified By: Robert 3. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Report FL 1109 R _.AE: REFI t(X5Revl... r U^9 f Created by Independent Third Party: Yes 11109.2 Premium Atlantic Aluminum Sliding Patio Door 191.5" x 96" (Bypass 2 Track) Limits of Use Certification Agency Certificate Approved far use in HVHZ: Yes E',1 Lt3.2df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2016 Design Pressure: +801-80 Installation Instructions Other: 11109 R4 SI_ L D0033 Rev! Prcn anti -A' w1-npact- 5t-prWe ni Sc:;]��f Verified By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Report ,,i , L:r R4 r�E_ °EF._2085 PeY i ;ESI UU95,Fdf Created by Independent third Party: Yes 11109.3Premium Atlantic Aluminum Sliding Patio Door 191.5" x 96" (Bypass and Pocket 2 Track) _ . 142.75" x 96" (Bypass and Pocket 3 Track) Limit of Use Certlficatlon Agency Certificate Approved for use in HVHZ: Yes Approved for use Outside HVHY: Yes EL_ ImP&O Resistant: Yeo 0-U! q Design Pressure: +80/-80 Ober: FU�1 11 1 4 g4 C_ cA C R4 vv (u t l l i 0, u i Quality Assurance Contract Expiratlon Elate 02/28/2016 Installation Instructions 11109 ?remA tartCHt n:e4t: ZVI Verified By: Robert 1. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports L1I:Gy R4 A���.ZGiS'7 Rev4 ?E4 s�s���,ct Created by Independent Third Party: Yes 11109.4 Premium Atlantic Aluminum Sliding Patio Door 191.5" x 96" (Bypass and Pocket 2 Track) 142.75" x 96" (Bypass and Pocket 3 Trade) Limits of use Approved for use in HVHZ: Yes FLI 109_E,4Certlfication GAl�A "dI0_1�10 Approved for use outside HVHZ. Yes FL. - Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +801-80 02/28/2016 Other Installation Inductions 1 A lv Ff� 1:.� rf 411Q:} •}C'Y .. ,Pr!. t pn rias +Stee_lR9 n aga.zff Verified By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports c ..11{39 R4 .�E f�E4Z,2G3$ Kea._,JELC+C109iij7f Created by Independent Third Party: Yes 11109.5 Premium Atlantic Aluminum Sliding Patio Door 191.5" x 96" (Bypass and Pocket 2 Track) 142.75" x 96" (Bypass and Pocket 3 Trade) Limit of Use Certification Agency Certificate Approved for use in HVHZ: Yes L _IGS r a C CAIC Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 02/28f2016 Other: Installation Dons FL): 09 _R3:_ T 3 )4 ,-i Gi_tiF f3 �('CiNon rx )df, verified By: Robert 7. Amoruso, P.E. 49752 Created by independent Third Party Yes Evaluation Reports Created by Independent Third Party: Yes 11109.6 Premium Atlantic Aluminum Sliding Patio Door 191.5" x 96" (Bypass and Pocket 2 Track) 142.75" x 96" (Bypass and Pocket 3 Track) limits of Use Certification Agency Certificate Approved for use in HVM2t Yes FL11109R * � , car Approved for use outside NVHZ: Yes FLI i _09 -R4 C CAC M i n��d., Impact Resistant: Yes QualityAai nee Contract Expiration Date Design Pressure: +50/-50 02/28/2016 Other: Installation instructions rt, a. 1U tj4 i. ) Jt,, - G f 58ir Verified By: Robert 3. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports EL. , '9- t.4 /h PER 2091. RQ V11 AN). j1Ui Created by Independent Third Party: Yes Bark Nast CQn= =: 1940 North Monroe Street Tallalws_ee w a23" per; 850„-487-1824 The State of Florida is an WEE-0 employer, cglini font 2007-2013 State of Florida :: Privacy Statement :: Accessibillity Stalemerit :: Adum Under Florida law, emit addresses are public records. if you do not want your e-mini address released or response to a public-records request, do root Send electronic mad: to this amity. Instead, contact the office by phare cr by traditional mai If you have arty questions, please contact 850.487.1345. *Pursuant. to Section 455.275(!), Florida Statutes, effective October 1, 2012, licensees licensed uncle, Cluipiter 455, F.S. must Provide. the Deparhhtemt with an email address if they have one. The smalls provided may be used for offcial communication with the licensee. However email addresses are public record. If you do rot wish to supply a personal address, please provide the Department with an email address whidt can be made avabble to the public. To determine K you are a licensee under [hooter 455, f.5., please dick tlB..@, tsrodect Approinal Acceplir. rcrrrit" . 1 NOTICE; OF PRODUCT CERTIFICATION CERTIFICATION NO: NL11110 DATE: 05/22/2012 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 c To verify that the "Notice of Product Certification" is valid, please visit www.NAMICei tification com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. - COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN ` mnium Atlantic Aluminum Sliding 3737 Lakeport Boulevard Patio Door". Sliding Glass Pocket Klamath Falls, OR 97601 Configuration: XXXXX uamit , Glazing: Laminate -3/16" Heat Strengthened Glassi0. Sentty6ba Plus/3/16' Heat Strengthened Glass or IG -3, " is only fcr Tempered Glass.2aminste-3116" Heat Strengthened Glass/.Oft nevi 11 the SentryGlas Plus'3/16" Heat Strengthened Glass lst o` lu%, 4 � cE an. L 1 t� Frame: W-6026mm(237.25") 11-2438mm(96") ❑ the Ctr2Ct Panel: W-1257mm(49.5") H-2381mm(93.7 SPECIFICATION PRODUCT TAS 201/202/203-94 Design Pressure +80/-80 psf cc Large Missile I, act Rated t}t Product Tested By: National Certified Testing Laboratories, Inc. Report No: NCTL-210-3382-1 Expiration Date: February 28 2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 kasso is RaLeS3 ppr�''e /'�i „`ed u5 r't7rr c>t'd ejected P uamit , ecified Item is only fcr 1 (Yencral g0tifi-rrl"an�e nevi 11 the esiF;n Cotic lst o` lu%, 4 � cE an. t� tl1R_ i trrrr.lf cn waiv` n the Ctr2Ct DGLt(^ nr5 ',i rf�4t'.%115 Or Y11't'iE-rlt ntad u on trlt � s i1l ; tli' 'i rc'V;; Clo 113E r I ?� ontr( t ,r - Q!1 COM; =. a' With tilt. I ,�.. .1c:.u:1, C f VV.. p: ...•� illi al. CI (• t, lS. A ,l tvor t } a i if r aGiil c.. t1-'ls)jy is r 1] j*' Ji t r != t t ICi' z �e. c n 1 =4t� artd cor ?tQd dt .i= � a. l' t 1r rtt :..,-�_1 .r::3C pF:rtains lc�!\T 10 ut to t:1e rr n� t1� 'Ia7UC tF.Ct ?:t.;t[v_a, ffi Etna pro Cii G0: :UGr`Jil; Cref 1-�E:. aia of al tr; !-'s; " d fbr 1 i;�rnurla all r 1 safe ail,atisf t'ry 1� r• Date `BY— r i PREMIUM ATLANTIC ALUMINUM (6800) SLIDING PATIO DOOM LARGE MISSILE IMPACT RESISTANT - 2 & 3 TRACK BYPASS AND POCKET FRAMES [C.S 1/L" MAX UUUK W1U IH 49' MAX FIXED 49 7/16' MAX ACTIVE 49 3/4' MAX ACTIVE 49" MAX ACTIVE 49 7/16" MAX ACTIVE 49' MAX ACTIVE PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH (W/ INTERLOCKS) (W/ ASTRAGAL) (W/ LOCKSTILE) (W/ INTERLOCKS) (W/ LOCKSTILE) 42 7/8' MAX 42 7/8' MAX 42 718" MAX 42 7/8" MAX 42 7/8" MAX. 42 7/8". MAX `.. DLA WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DESIGN PRESSURES +50 PSF ? `.-50 PSF 8,C 6 f/w,B,C. 6, G 7,8 A B M 7 I 7 G 7,8 H 7 A B O X X X X X A,D 6 A B A B A B A B A,D 6 GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORD THE 2010 FLORIDA BUILDING CODE INCLUDING SUPPLEMENTS, FOR USE WITHIN AND C THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 1203 & ASTM E1300.04e01 STANDARDS. 2. NO 33-1/3% INCREASE 1N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN SYSTEM. WIND LOAD DURATION FACTOR Cd -1.0 HAS BEEN USED FOR WOOD ANCHOR 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH T GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC Siff. FOR SITE CONDITIONS DIFFERENT FROM THE. CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS AND SUBMIT FOR ONE-TIME NOTICE OF ACCEPTANCE FOR USE IN CONIUNCTION WITH THIS 3116 DOCUMENT. S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 7. UNITS GLAZED WITH 7/16' LAMINATED GLASS (3/16' ANNEALED / 0.090" SGP 13/16- ANNEALED) ARE LARGE MISSILE IMPACT RESISTANT, COMPLY WITH ASTM E1300 -04e01 AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. (L UNITS GLAZED WITH i' INSULATED LAMINATED GLASS (3/16" TEMPERED + 0.313' GAP + 3/16' ANNEALED / 0.090" SGP / 3/16" ANNEALED)) ARE LARGE MISSILE IMPACT RESISTANT, COMPLY WITH E1300.04e01 AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 9. EXTERIOR SEAM OF FRAME CORNERS SMALL BE SEALED WITH SILICONE. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 11. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE. 12. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. i TYPICAL ELEVATION 1 N.T.S. EXTERIOR EIEV GLAZING TYPE GLAZING TYPE &B 7/16" LAMINATED 11"INSULATED7/16"LAMINATED- 0.090. AMINATE 0.090"SGP 3/16" ANNEALED INTERLAYER 0.313" GAP 0.090" SGP "ANNEALED 3/16' ANNEALED / INTERLAYER 0 3/16" TEMPERED 3/106" ANNEALED 10 �_1GlASS BITE ' �_LGLLASS BATE 2 GLAZING DETAILS 1 N.T.S. JEL Robert J. Amonlso. P.E. "FL P.E. No. 49752 i b ALLOWABLO DESIGN PRESSURES +50 PSF ? `.-50 PSF JEL Robert J. Amonlso. P.E. "FL P.E. No. 49752 i b 2 -TRACK ANCHORSCHOMALE- HEAD, Eli ANDJAMB FRAMINGOOMPONENtB SUBSTRATE TYPE SIZE MANUFAVII.Iftifft EMBIE MENT 00MO13TANCE ANCHORCAPACITIM ANWORSPBpRCATION AN" SPBCIP"TION BASEDON (IN► BASED ON 3/16" ITWATTTAPCONSIo 1-314" 1/4' TTWATTTAPCONSIO 1-314" AT ALL HOOK STRIP JAMBS FOR 2—TRACK AND 3—TRACK UNITS. CONCRETE 3/!8' ELCO ULTRACON M 1-3/4" 1 12" MIN. 250pPSI CONCRETE 1k' (CS) 8 No. 14 (SS) ELCO ULTRACON m 1-39" MASONRY FLAT EXTERIOR AND 1 12' INTERIOR (BLOCKCMU) MASONRY 114" fTMIATT TAPCONSI'I 1" STRENGTH CONFORMANCE TOASTM t/4" (CS) 8 No. 14 (SS) ELCO ULTRACON ro 1 1/4" (BLOCK/CM1()) HEAD C -N, MEDIUM WEIGHT SPECIFIC GRAVITY OF CANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO NO. 10 ASME B18.6.4 (TS) ENSITY> 117 PC 0.55. NO. 14 ANSI 818S.1(VYS) 2) ELCO CARSON STEEL (CS) OR 410 STAMM STEEL(SS) LJLTRACONS WLL BE LSM FDR OONC REfEWS014W INSTALLATION. 1" WCTHAMNMUM WOCO 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDI BUT 1-1/2" AND SPECIFIC GRAVITYOF 1/4' ASME B18.6A (TS) E j NTO 6. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORilED t"INTERIOR 0.55. NOTES: 1) ITW (ADVANCED THREADlcOMT9*fllOLOOY) 410STAMMS STS TAPOONS WILL 86 WED FOR CONCREBWSONR INSTALLATION. 2) ELCO CARSON STEEL (C8) OR 410 STAMM STEEL (88) ULTRACONS ML SE LSCS FOR CONCRETGOMSONNY INSTALLATION 3) FOR WOOD SCREWS (WS) F SPLITTING 6 A OONCBW, DRILL 0.149" (DRILL SIZE 26) PLOT KXE FOR NO. 14. 4) FOR TAPPNG SCREWS (TS) F 81F.ITTI140 6 A CONSUL WILL 0.166• (DRILL SIZE 19) PLOT HOLE FOR 1l4' DA. 3•TRACK ANCHOR SCHEDULE- HEAA SILL AND JIMAB FRAM@IOCOMPONENTS SUBSTRATE TYPE Sim MANUFACTURER BY�MBi7 � EDfEDISTANCE ANCHOR CAPACITIES ANWORSPBpRCATION ANDIORSPEC94CATM BASEDON (M) 91ASEDON 3/16" ITWATTTAPCONSIo 1-314" 1/4' ITWATTTAPCONSIO 1-3/4" AT ALL HOOK STRIP JAMBS FOR 2—TRACK AND 3—TRACK UNITS. CONCRETE 3/!8' ELCO ULTRACON M 1-3/4" 1 12" MN, 2500 PSI CONCRETE 114" (CS) 8 No. 14 (SS) ELCO ULTRACON 1-39" MASONRY FLAT EXTERIOR AND 1 i/2'INTERIOR (BLOCKCMU) MASONRY 1k' ITW ATTTAPCONS(% 1" STRENG TH CONFORMANCE TO ASTM 1/4" (CS) 8 No. 14 (SS) ELCO ULTRACON 1 1/4' (BLOCK/CMU) HEAD C-90.IvEDIUMWEIGHT SPECIFIC GRAVITY OF CANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO NO. 10 ASME B18.6.4 (TS) DENSITY, 117 PC 0.55. N0.14 ANSI 818.8.1 (WS) 2) ELCO CARSON STEEL (CS) OR 410 STAMM STEEL(SS) LJLTRACONS WLL BE LSM FDR OONC REfEWS014W INSTALLATION. 1 WOOMMI'MINIMM WOOD 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDI BUT 1 -IQ" AND SPECIRC GRAVITYOF 1/4" ASME 818.6.4 (IS) E j NTO 6. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORilED 1' INTERIOR 035. NOTES: 1) RW (ADVANCED THWADFO W TED-tMOGY) 410 STAINLESS STEELTAPOONS WILL BE USED FOR CONCREtEAtASONRY INSTALLATION, 2) E LOD CARBON STENS, (CS) OR 410 STAINLESS STEM (SS) LLTRAOONS WILL SE USED FOR CONCIVIIB MSONRY HSTALATON 3) FOR WOOD SORSM (WS) F SPLf lM 6 A CONCERN, DRILL 0.149' (DRILL SIZE25) PILOT HOLE FOR NO. 14. 4) FOR TAPING SCFEAS ITS) F SFLTITN3 ISA CONCBW DRILL 0.165• (DRILL SIZE 19) RIOT HOLE FOR 1/4' DIA. ANCHOR SCHEDULE- HOOK STRIP SUBSTRATE TYPE SIZE MANLTFACTLRElt EMBEDMENT("BDWDISTANCE ANCHORCAPACt1164 ANWORSPBpRCATION (Srl) BASEDON 2—TRACK UNITS. THREE (3) INSTALLATION ANCHORS ARE REQUIRED AT EACH OR 3/16" ITWATTTAPCONSIo 1-314" LOCATION FOR ALL 3—TRACK UNITS. TWO (2) INSTALLATION ANCHORS ARE R UIRED CONCRETE AT ALL HOOK STRIP JAMBS FOR 2—TRACK AND 3—TRACK UNITS. MN. 2500 PSI CONCRETE 3/!8' ELCO ULTRACON M 1-3/4" 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF FLAT HEAD 1"EXTERIOR ANCHORS TO BE USED FOR PRODUCT INSTALLATION. MASONRY 3n6" TTW ATTTAPCONSIR i" STRENGTH (BLOCKCMU) OF PAN3/18". HEAD !WD 1" INTERIOR CONFORMANCE TOASTM C-90, MEDIUM WEIGHT ELCO ULTRACON 11/4" ALLOWABLE SHIM SIZE INCH. SHIM WHERE SPACE OF 1/1 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC NO. 10 ANSI 1318.6.1 (WS) WOOD A )MJM WOOD 1-19" SPECIFIC GRAVITY OF CANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO NO. 10 ASME B18.6.4 (TS) � w 0.55. NOTES: 1) ITW (ADVANCED TMREAMON4 TEC MOLOGY) 410 STAMESS STEEL TAPCOHS WILL SE USED FOR CONCRETEMASONtY NSTALLATK*t 2) ELCO CARSON STEEL (CS) OR 410 STAMM STEEL(SS) LJLTRACONS WLL BE LSM FDR OONC REfEWS014W INSTALLATION. 3) FOR WOOD SCRMS (WS) F WLI TN3 SA CONCERN DILL 0.112' (OFLL.L SIZE 34) ROT HOLE FOR NO. 10. 4) POR TAMNO SOREWS jib) F SR f "6 A CONCS% GRILL 0.121' (DRILL SIZE 31) PLOT HOLE FOR ND. 10. INSTALLATION i N 8 INSTALLATION N 8 I.TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION ALL 2—TRACK UNITS. THREE (3) INSTALLATION ANCHORS ARE REQUIRED AT EACH OR Q�•' LOCATION FOR ALL 3—TRACK UNITS. TWO (2) INSTALLATION ANCHORS ARE R UIRED AT ALL HOOK STRIP JAMBS FOR 2—TRACK AND 3—TRACK UNITS. S� 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF c ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIS). MAXIMUM IS 1/4 ALLOWABLE SHIM SIZE INCH. SHIM WHERE SPACE OF 1/1 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC H1 + > Wit•— OR BETTER. tl^ CANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO c V � w CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY SHALL BEkS lip SHOWN IN 'ANCHOR SCHEDULE' SHEET 2. E- 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDI BUT 4's 4 g NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING.r 1 v E j NTO 6. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORilED MORTAR JOINTS.] 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE "ANCHOR SCHEDULE", SHEET 2. 8. ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WTIj CORROSION RESISTANT COATING. - F bbert J. AMOrUW, P.E. g ':'FL P.E. No. 49752 .: ".j �1AMENg �tF JE L ( m "A stare oF� I S JELDIWE - IYrndowa/Door/Alll/work WEEP SLOT NOTES: 1. ALL UMTS HAVE A 375" x .125" WEEP SLOT CUT THROUGH THE SCREEN TRACK LOCATED .75" FROM EACH JAMB AND 3.5" FROM ALL INTERLOCKS. 2 ALL UNITS HAVE A 375" : .125" WEEP SLOT CUT THROUGH THE EXTERIOR DOOR TRACK LOCATED 6" FROM ALL INTERLOCKS. 2.88' MINL SEPARATM 2 -TRACK CLUSTER DETAIL INTERLOCK/ASTRAGAL CONCRETEAND WOOD FRAME12X BUCK INSTALLATION TYPICAL HEAD AND SILL 1 1/2' LISTER MIM. MIN. Y MN. SEPARkrQN 3 -TRACK CLUSTER DETAIL INTERLOCK/ASTRAGAL CONCRETE. AND WOOD FRAME12X BUCK INSTALLATION TYPICAL HEAD AND SILL N C V, O EoLl ✓� a I J is �Z o V EZ L (L a K 3 Robert J. Amotuw, P.E. FL P.E. N(%49752 No 49752 MAX WOR YPOTH 283 1/2' SEE CLUSTER SEE a.USTER SEE CLUSTER 6' MAX TM. HEAD 3 SILL 11P• TIP: HEAD R SILL TV. HEAD At SILL ((22))� IAEH 1NSO�JfD 2-7ACK PRATE B MAX TIP. ANCHORS NIEN )of Alf 1IIFi 3 -TRACK P 14' MNL O.C. TYP. 96' MAX ODOR HEKIHT ACTIVE ACTIVE ACTIVE -� I[OINACTIVE ANgldl LDS 7VP. SEE2 — POCKET H001( STRIP 6• TV. SEE CLUSTER SEE ClASHT. jMEL. SII CLUSTER MAX. h-' DETAI.S SIR. 3 IYP. DETAIS SIH. 3 DETAILS SHL 3 MSTALUTION TV HEAD & SILL TIP. HEAD & SILL TYP. VE40 & SILL SANCHM EE SHEET 2 APPROVED CONFIGURATIONS. PANELS AND FRAME SIZES ANCHOR LAYOUT 2.) =om (3 -TRACK) , 1) SHEET i SHOWS TYPICAL BXXXXX CONFIGURATION. SEE SGD 603T (OXXXXO) ALL APPROVED GLAZING TYPES � (3 SHEETS 4 AND 3 FOR ADDITIONAL APPROVED PANEL AND ANCHORS ALLEA WITH 3 -TRACK FRAME POCKET DOOR CONFIGURATIONS. - 2) TYPICAL PANFIJFRAME CONFIGURATION ELEVATION SHOWN ON SHEET 1 AND ASSOCIATED ANCHORAGE - REQUIREMENTS ON SHEET 3. 3) THE MAXIMUM FRAME AND PANEL SIZE (WIDTH AND HEIGHT) AND THE MAXIMUM NUMBER OF PANELS SHALL NOT EXCEED THAT OF THE TESTED UNITS JELDIWE - IYrndowa/Door/Alll/work WEEP SLOT NOTES: 1. ALL UMTS HAVE A 375" x .125" WEEP SLOT CUT THROUGH THE SCREEN TRACK LOCATED .75" FROM EACH JAMB AND 3.5" FROM ALL INTERLOCKS. 2 ALL UNITS HAVE A 375" : .125" WEEP SLOT CUT THROUGH THE EXTERIOR DOOR TRACK LOCATED 6" FROM ALL INTERLOCKS. 2.88' MINL SEPARATM 2 -TRACK CLUSTER DETAIL INTERLOCK/ASTRAGAL CONCRETEAND WOOD FRAME12X BUCK INSTALLATION TYPICAL HEAD AND SILL 1 1/2' LISTER MIM. MIN. Y MN. SEPARkrQN 3 -TRACK CLUSTER DETAIL INTERLOCK/ASTRAGAL CONCRETE. AND WOOD FRAME12X BUCK INSTALLATION TYPICAL HEAD AND SILL N C V, O EoLl ✓� a I J is �Z o V EZ L (L a K 3 Robert J. Amotuw, P.E. FL P.E. N(%49752 No 49752 MAX OVERALL WIDTH PER TYPICAL. ELEVATION MAX PANEL MAX PANEL WIDTH PER WIDTH PER TYPICAL TYPICAL ELEVATION T ELEVATION XO SHOWN OX CONFIGURATION ALSO APPROVED MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL MAX PANEL MAX PANEL WIDTH PERIWIDTH PER WIDTH PER TYPICAL TYPICAL TYPICAL ELEVATIONELEVATION ELEVATION MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL MAX PANEL WIDTH PER WIDTH PER TYPICAL TYPICAL ELEVATION TELEVATION XX CONFIGURATION F I 8 - F 7 O X O OXO CONFIGURATION OXX and XXO ALSO APPROVED MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL MAX PANEL MAX PANEL WIDTH PER WIDTH PER WIDTH PER TYPICAL TYPICAL TYPICAL ELEVATION ELEVATION ELEVATION XXX CONFIGURATION � VVCIVI•LL PER TYPICAL ELEVATION MAXPNIK MAXPANEL M4XPW8 WXAVfL MAXPANEL MAXRV*L WIDTHPER WIDIHPER WIDIHPEtWIDIHPER WIDIHPER WIDMPEt TYPIGN. lVPif'fL TW[GOL TYPICAL TWKAL TYPICAL flEVATICN 8P/ATION B.EVATtJNtE:EVATIONtEPVAT&1NtELEVA7&N X 431t ,8 X Ig X X X I X v v XXXXXX CONFIGURATION NOTE' SLIDING GLASS DOOR CONFIGURATIONS MAY =STALLED WITH STANDARD OR REVERSE HANDING. 1 ALLOWABLE CONFIGURATIONS 4 N.T.S. EXTERIOR ELEV OXXO CONFIGURATION PER TYPICAL ELEVATION j MAXPYNEL MOXW4 L MAXWft MRXAMEL WXPMEL M4XPA WIDIIi FEi WIDTH P31 WIDTH PEl1 WIDRiFEt WDM PERWA7M p� EWA" a.EVVA"fiEIP/ATICNtBP/ATXXJTYPMtHEVAT10Nt O X X O X I X MAX OVERALL WIDTH N r% PER TYPICAL ELEVATION` MAXIYWEL M4XPAN[L WIXRMB MAxpm 3. WGJIHPER WIDIHPER WDIHPER WDIH �tE1P .,TE1P✓nTIWtEtPVAIN F I F 7 nn OXXO CONFIGURATION PER TYPICAL ELEVATION j MAXPYNEL MOXW4 L MAXWft MRXAMEL WXPMEL M4XPA WIDIIi FEi WIDTH P31 WIDTH PEl1 WIDRiFEt WDM PERWA7M p� EWA" a.EVVA"fiEIP/ATICNtBP/ATXXJTYPMtHEVAT10Nt O X X O X I X OXXXXO CONFIGURATION JEL 0 0 N 0 b i ,7 N �, R r _~ z Z � V§ w oil �jr QG �E off. c'ftbed J. AmonjW. P.E. FL P.E. Na 49752 I&MEs`r�rr,, $@� �$ • LtG E NS Orr�r ALLOWABLE DESIGN PRESSURES +50 PSF -50 PSF MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL MAX PANEL WIDTH PER WIDTH. PER TYPICAL TYPICAL ELEVATION ELEVATION 283 1/2" MAX DOOR WIDTH _ 49 7/16" MAX ACTIVE 49 3/4" MAX ACTIVE 49' MAX ACTIVE 49 7/16" MAX ACTIVE 49" MAX ACTIVE PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH (WI INTERLOCKS) (W/ ASTRAGAL) (W/LOCKSTIE) (W/ INTERLOCKS) (W/LOCKSTIE) 42 7/8" MAX 42 7/8' MAX 42 7/8" MAX 42 7/8" MAX. 42 7/8" MAX DLO WIDTH DLO WIDTH DLO WIDTH. DLO WIDTH DLO WIDTH 6 6 M I G H F 7 7 7,8 7 7,8 A B A B X X X X AD A B A B A B A,D owl 6 6 i1 OPTIONAL INSTALLATION WITH POCKET \1 G J N.T.S. EXTERIOR EEV MAX OVERALL WIDTH MAX OVERALL WIDTH PER TYPICAL ELEVATION PER TYPICAL ELEVATION MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL WIDTH PERWIDTH PER WIDTH PER WIDTH PER WIDTH PER TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL ELEVATION fi ELEVATION ELEVATION I ELEVATION I ELEVATION POCKET I X I X I POCKET PXXP CONFIGURATION POCKET I X I X I X PXX SHOWN PXXX SHOWN XXP CONFIGURATION XXXP CONFIGURATION ALSO APPROVED ALSO APPROVED ALLOWABLE CONFIGURATIONS i WITH OPTIONAL POCKET 5 N.T.S. EXTERIOR EEV MAX OVERALL WIDTH PER TYPICAL ELEVATION WXAVf . MWCPANEL MAXFWB MAXPMg WIDMP9i VWtHP9tW41IHPER WUMPER l`RK'Al TYPK7M1. TYPC'AL TYP1Cf�. ELEVATgN ElP/A1XN fiEP/A77WtEtEVATDN I 8 7,1 POCKET X ]x— X X PXXXXP CONFIGURATION JELD Mw; 1� r N E a ✓$aaz�z ao a �F ju; Eaao � Q. Et p4'. a o y p 8 i r t Filbert J. Amorvea, P.E. FL P.E. No.49752 Am ,,,,,•- No or m d s TYPICAL 2 -TRACK TOP RAIL c TYPICAL 3 -TRACK TOP RAIL N.T.S. VERT SECTION ( N.T.S. VERT SECTION EDGE ANCHORS PER / ANCHO� PER DISTANCE NCHOR SCHEDULE�/ ANCHOR SCHEDULE/ EXISTING 2-7/B' MIN. �STiNG EXISTING EDGE 2 M N. 2 M N. <,..... EXTERIOR SEPARATION w / EXTERIOR DI ANCE SEPARA ON SEPARATING / FINISH BY I m HOST / - FINISH BY MOST OTHERS w U 1/4' MAX OTHERS 1/4• AX .,:... -� SHIM - ....,. .t S °1 N 1 PERIMETER SEALANT04 3 3 0 13 PERIMETER SEALANT 23 t3 23 3 60 8Y OTHERS BY OTHERS 1 , EO ao� UM �5 14 14 ECL 11 li 10 11 !0 .0 C7 w, ' O I` I • ° 30 10 ° lb ' 9 10 10 ° 10 ° 10 �: O. I vC �~ Z l9 22 9 • 19 2 19 22 19 Z2 EXTERIOR - INTERIOR f r =sem U= FL RIOR INTERIOR W = _app I� t ° 2 � O — 9 :2) 1 2 1 22 �.:� a r,�r /V17��7t0 • P� 10 to 10 G O •v d l0 0 0 f 10 °. 0 9 0 Z Q�1' Elz.5 ° 10 v ° to 11 11 11 O. 11 11 PANEL ROLLER TRACK PANEL ROLLER TRACK,�a UP -STANDS AND SCREEN UP -STANDS AND SCREEN -,! "`:K3 X TRACK UP -STANDS m ° TRACK UP -STANDS 2 REMOVED 3/4- BACK FROM 14 1e REMOVED 3/4' BACK FROM 14 t9 2 EACH END OF FRAME IAMBS 39 EACH END OF FRAME 363b TO ALLOW WEEPING ° IAMBS TO ALLOW WEEPING ° 3B SET FRAME SILL 1N BED ® '1 ® SET FRAME SILL IN BED ®11. ® 6 OF SEALANT OR i OF SEALANT OR i ; C 1 ONCRETz E�7///CONCRETE I 1 PERIMETER SEALANTPERIMETER SEA is 1s 1s LANT BY is is is 1s 1 BY OTHERS OTHERS EDGE 2- 12" DISTANCEIS iN DISTANCE /QN SEPARATION tQ� (STING mATH TU OST KET/ m HOST i LS S STRUCCTURR / FIXEDCPMIELS S STRUCTURE M1i ONSEICTIDNS FOR / ,f At PER Ln ANCHORS PER ANCHORS PER L��NERS ANCHORS PER. P.E.ANCHOR SCHEDULE ANCHOR SCHEDULE ANCHOR SCHEDULE J. Ammuso, E BOTTOM BOTTOMTYPICAL T ANCHOR SCHEDULE TYPICAL i FL P.E. N0. 49752 A TYPICAL 2 -TRACK BOTTOM RAIL D TYPICAL 3 -TRACK BOTTOM RAIL•s"1111#18f,�., H.T.S. VERT SECTION NOTE: REFERENCE ANCHOR SCHEDULE AND ( N.T.S. VERT SECTION A� ^4,Q; �MS;{•fja1,�, ANCHOR NOTES FOR MINIMUM REQUIRED 4 • G�� ANCHOR EMBEDMENTS AND EDGE DISTANCES. 01 ..Sr"TE of , 4- JEL El��`�Oq F,r`a��� Wtndowa/Doora Hwork �1/4" MAX SHIM EXISTING j HOST rSTRUCTURE ANCHORS P. ANCHOR SCHEDUI 'EXISTING EXTERIOR FINISH BY OTHERS HORIZ SECTION EXTERIOR H INTERLOCK 7 N.T.S. HORIZ SECTION INTERIOR INTERLOCK % N.T.S. HORTZ SECTION NOTE: REFERENCE ANCHOR SCHEDULE AND ANCHOR NOTES FOR MINIMUM REQUIRED ANCHOR EMSEDMENTS AND EDGE DISTANCES, UNLESS OTHERWISE NOTED. a EX ERIOR /4 t ASTRAGAL 7 N.T.S. HORIZ SECTION 114" MAX L SHIM r // PER ANCHOR SCHEDULE Fl FIXED PANEL JAMB 7 J N.T.S. HORIZ SECTION EXISTING// ANY ANCHOR PER ANCHOR MOST SCHEDULE. PAIRS Of STRUCTURE ANCHORS SPACED 6" FROM HEAD AND SILL, WITH THE EMBED/ BALANCE AT 1S" O.C. MAX. ANCHOR SEPARATION AND EDGE DISTANCE AS SHOWN. z £r P� INTERIOR MI J EXTERIOR POCKET [FaN.T.S. HORIZ SECTION �a CN � { IIII O g O Ers� a >�a� z , i Z''.� ova CL P4ben J. Amotm, P.E. FL P.E. No. 49752 AIR� JAMESfe "+ 1/4' MAX SHIM INTERIOR BY OTHERS EXTERIOR - EWSTING EXTERIOR FINISH BY OTHERS REFERENCE ANCHOR SCHEDULE AND ANCHOR NOTES FOR MINIMUM REQUIRED ANCHOR EMBEDMENTS AND EDGE DISTANCES. ACTIVE PANEL JAMB WITH e OPTIONAL 3 -TRACK FRAME INTERLOCK INTERLOCK N.T.S. HORIZ SECTION 8 N.T.S. HORIZ SECTION 8 N.T.S. HORIZ SECTION 1/4' MAXI r SHIM l FIXED PANEL W EXI NG PERIMETER SEALANT BY u+�HOST OTHERS STR CTUR EXISTING EXTERIOR FINISH BY OTHERS FIXED PANEL JAMB WI' F OPTIONAL 3 -TRACK FR A j N.T.S. HORIZ JEL 4 till 4ORS PER MORLE oWin.Z >nta C IH ME 6ECTION rt I Amomso. P.E. FL P.E. No. 49752 '��SM����iy t►. -. 4fors2 : o 7y .� LE 0iii • kilwork ryi NALS ��♦ �hhpNtftltt d N ` a 0 4 till 4ORS PER MORLE oWin.Z >nta C IH ME 6ECTION rt I Amomso. P.E. FL P.E. No. 49752 '��SM����iy t►. -. 4fors2 : o 7y .� LE 0iii • kilwork ryi NALS ��♦ �hhpNtftltt _ _ a _r_ METAL SCREW: 1 ASSEMBLY DUA L \ � N.T.S. -5.993'-----4 2.000" 1376' 1 �0,0718' 0.250;r 10.073-- O,2SO-r.r 2 -TRACK FRAME HEAD 2 -TRACK FRAME SILL 3- - V -W MATERIALS LIST 3 2 -Track Fnews Jeft 6063 -To X 6&xS Panel Sfttockioft 4 68TPR Panel Top REA 6DS3678 27 5 essm Panel Bottom Rd 8053T6 SS BY TRUTH HARDWARE. INC. a SMI Bottom Rd Inewt 6063To 68ASTR Panel Ask"ol 7 GSFPBKT Find Prxrd BradW 60046 32 " 0As, SMI anaw 31,40 ck- Bascom Horizontal 6063T6 Be 34 S&SULB Lee" GhWM VOIA StAb b-- - 76 VINYL TEAM PLASTICS, INC. 10 MOULB 6mall 4JI-ng Vh* &0b - - 75 VINYL TEAM PLASTICS.I INC. 11 SS M among Compound SILICONE BY DO I IN CORNING 12 Poad I'Lok Cove LOH 3m8r Tame Do. m-."* 57 13 NYLON -M x.187 Rn Seat W/SbtPPf"g NY" -14 Screen Asswd* 6053TI; 1,9 BBVNFtP VW act- Rall F* a" 16 418EIL Panel Extewlor Inteflock 6063T8 17 ARE Fiiw- wIfftriorli-aeiiock---- 8063-T6 -LW4F.XTF. BY -.A..AC 24682DJW 2 -Track Fnews Jeft 6063 -To X 6&xS Panel Sfttockioft 6D63 -Te 26 ii8SGLBO 406ii 27 Comer Gaskirt top R19114 FOAM 28 Monies LodistatlDesdatch SS BY TRUTH HARDWARE. INC. 29 Jamb Locl, Keeper SS BY TRUTH HARDWARE. INC. 30 68ASTR Panel Ask"ol 6063T6 31 68SCA sc,"ven Jamb 6083.7e 32 " 0As, SMI STEEL 33 Freaks Fastener (108x1 PPH M) Be 34 Top PAN Fashioner (#10x1 PPH SM)_ SS 35 Bottom Rai Fassone'(10100 PPH WS) SS 64 I(IRoller Fsdww (1019-20)L750 INS SIB) Ss 37 Fxd Pd OM Fehr (1400- PPH Tk SM) SS -M I livd PN an F- 01111.1- PPH TI, RAI r1q 40 45 6*WJFM poes"It Door Molotov 8063T6 46 68GASTL come, Ge" top Left FOAM 47 SWASTR Comer Gaskirt top R19114 FOAM 48 69GASSL Comer Gasket Bottom Left FOAM 49 68GAMR Comer Gasket Bottom PJ919 FOAM 50 270 X.187 M Saw W/Buhvint; NYLON 51 &437X1.373x0.500 Fin Sod Dust Pad NYLON 52 e8GASTL.3 comer Gnw Top Left S-Trk FOAM 53 611GAST11-3 Comer GooketTop I%k 9-Trk FOAM 64 $11WOL-3 Comer Gasket Bothom Left 33Trk FOAM 55 98GASS" Comet Gaeltia Bottom Pigm 3-Trk FOAM -56 Poad I'Lok Cove LOH NYLON 57 PoCket Itock Com R1H NYLON 2 053" 0.61' 1.1521 " 1.439" 1 TOP RAIL 4 ,3 - 1-- }2..220"" r .438" �-3.121--4 BOTTOM RAIL W-- -- O.702*4-T*887. 0.07S 11 0.2'e?" 1.21 BOTTOM RAIL INSERT 3' - l' -O" 0.648'+-1 1.001" 1.276 - SINGLE GLAZE BEAD 8 26 3' - V-0" .125" 0.998" N 0.07 907" -2. - INTERIOR INTERLOCK 17 3' - V-0" 5.837' 62 .04 1.242'T' 10.442--l' 4 2 -TRACK FRAME JAMB 3 .617'---4 2.089" -0.078"R '0. ASTRAGAL 30 3- - 1,-0" 8.634" I I - 1 1 ;0 94 1.2421 1 1 9 1 or 3 -TRACK FRAME JAMB 43 3- - V-0" 1.198" rn 0.814' POCKET HOOK STRIP 93--V-0. 1 0.090• 0.090* 6 to 1300"T .090" Al 0 "' 1:273: 8 FIXED PANEL BRAC G 3" 1'-0" , ko � t�v, MOW E0 N Ali r 9,._ 0.907 1.6 rc @,f�XT"ERIOR INTERLOCK icS 'J! 1 ;P:.2' � IOR INTI 16 3" - V-0* .001" 2.692- E wo 1.276-t-1 INSULATED GLAZE BEAD a v E- 20 3" =1,_D" u C, r- 2.875"--{ A. 2- 1.5781 11.875- LOCKSTILE/FIXED STILE 1.424* 0:0-:62' 0.862" 1.843' (.:,--.-,,SCREEN JAMB /ADA FrER 3" 1,-0- 8.702" nowrt J. Amorl'iso P.E. 0.250T 0.0 376 FL Pk. N,).497�2 1 AMES 3 -TRACK FRAME HEAD 42 A .000" t a f �0.090" f �_X;zt�jjis 0.250-0 .c tAT OF 3-TRACi( FRAME siLi. 0.. 4 & @4 1 3- - i' -0"O" 'ONALOV MlAMI•D&- MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADAIINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) w»Mmiay4dade.gov/economy T. M. Windows LLC 601 NW 12"' Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. W08-81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision D dated 11/15/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the BuiIditg Official. This NOA revises and renews NOA# 12-0321.02 and consists of this gage 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-0107.08 ffln Expiration Date: May 13, 2019 Approval Date: February 20, 2014 /,C Page I T. M. Windows LLC NOTICE OE ACCEPTANCE; EVIDENCE SUBM3TTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets i through 7 of 7, dated 09/19/08, with revision D dated 11/15/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI -5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E. (Subinitted under NOA No. 09-1110-02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5457, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked --up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder NOA No. 09-0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-,-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submit ed under NOA No. 04-0120.01) Product Control er NOA No. 14-0107.08 Expiration Date: - May 13, 2019 Approval Date: February 20, 2014 E-1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202--94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E.. (Subrnitted tinder NOA No. 04-0120 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, revised and updated to FBC 2010 on 02/27/12, prepared by At--Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted tinder NOA#09111 tl.02) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.42 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126. 20 issued to ANnex USA, Inc. for their "UvekolO S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated November 18, 2013, issued by Al-Farooq Corporation, signed and sealed'by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC 2010, and of no financial interest, dated February 27, 2012, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. - (Subntitted under previous NOA#12-11321.112) Ma'nudl Pereik V.E. .Product Control=7.08 er NOA Na. l Expiration Date: May 13, 2019 Approval Date: February 20, 2014 E-2 111'm� TIM' 7/16" OVERALL GLASS 7/16" OVERALL GLASS TYPE 'A, TYPE 8 HEAT STREN'D GLASS 120" Interlayer Uvew S By 'Cytec Industries, Inc.' -3/16" HEAT STREN'D GLASS SILICONE rGE RGS7700 DOW CORNING 995 1/2" OVERALL GLASS TYPE C 6" ANN. CLASS 120" Interlayer Uvekol S By 'Cytec Industries, Inc' 3/16" ANN. GLASS \ SILICONE \ �GEROS7700 DO \\\333rrr OqW CORNING 995 x A$ j/ 1/2" OVERALL CLASS TYPE D GLAZING OPTION SERIES 80°+ AL,UL MINUM RO IZONTAL ROLLING WDW DESIGN 'LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 13L 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH 'OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING Mm-OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. CLASS .090" Interlayer Saflex Clear And Color Gloss �By 'Eastman Chemical Co.' F-1/8- ANN. GLASS CORNING 995 T7/ / 11/16" OVERALL INSUL. CLASS TYPE__." REOD. 3/16' ANN. GLASS 3/16' HEAT STREN'D CLASS f0 I GLASS TYPE b" 090" Interlayer EXT.(+) 090" Interlayer Y EXT.(+) Sall" CIOar And Color Gose EXT.(+) INT.(-) DuPont SentryGYas THRU WOOD i 90.0 13D.0 90.0 90.0 Dy 'Eastman Chemical Co.' I II By 'E.I. DuPont De Nemours & Co., Inc.' LOADS SHOWN ABOVE ARE FOR WINDOW. VENTS WITH SPRING LOADED ALUMINUM LAT FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 1$0.0 PSF. ES, 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS o' SILICONE FALSE m E ROS7700 DOW CORNING 995 § - E�RGGSS7700 DOW CORNING 995 (SURFACE '' t3 00 rB) 7-'-- -'MAY 111'm� TIM' 7/16" OVERALL GLASS 7/16" OVERALL GLASS TYPE 'A, TYPE 8 HEAT STREN'D GLASS 120" Interlayer Uvew S By 'Cytec Industries, Inc.' -3/16" HEAT STREN'D GLASS SILICONE rGE RGS7700 DOW CORNING 995 1/2" OVERALL GLASS TYPE C 6" ANN. CLASS 120" Interlayer Uvekol S By 'Cytec Industries, Inc' 3/16" ANN. GLASS \ SILICONE \ �GEROS7700 DO \\\333rrr OqW CORNING 995 x A$ j/ 1/2" OVERALL CLASS TYPE D GLAZING OPTION SERIES 80°+ AL,UL MINUM RO IZONTAL ROLLING WDW DESIGN 'LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 13L 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH 'OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING Mm-OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. CLASS .090" Interlayer Saflex Clear And Color Gloss �By 'Eastman Chemical Co.' F-1/8- ANN. GLASS CORNING 995 T7/ / 11/16" OVERALL INSUL. CLASS TYPE__." REOD. 32 7f8" ^ 33 1/2" miL;221 D.L. OPO. D.L. OPG. 37 1/2" n u[cimovI.I11141, AU Ul( L. •�I MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER II ,1 GLASS TYPE '8'. GIM TYPE 'C' .1NL(-) I GLASS TYPE b" CLA33 iYPS 'S' EXT.(+) 1NL(-) _ EXT.(+) EX6(+) INT.(-) EXT.(+) INT.(- EXT.(+) INT.(-) 80.0 90.0 90.0 13D.0 90.0 90.0 55.0`1 I II f LOADS SHOWN ABOVE ARE FOR WINDOW. VENTS WITH SPRING LOADED ALUMINUM LAT FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 1$0.0 PSF. ES, �p „i I it 1 II 00 rB) 32 7f8" ^ 33 1/2" miL;221 D.L. OPO. D.L. OPG. 37 1/2" n u[cimovI.I11141, AU Ul( L. •�I MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE '8'. GIM TYPE 'C' .1NL(-) I GLASS TYPE b" CLA33 iYPS 'S' EXT.(+) 1NL(-) _ EXT.(+) EX6(+) INT.(-) EXT.(+) INT.(- EXT.(+) INT.(-) 80.0 90.0 90.0 13D.0 90.0 90.0 55.0`1 55.0 %79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW. VENTS WITH SPRING LOADED ALUMINUM LAT FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 1$0.0 PSF. ES, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. SECTION 2003.8.4. NOTE: [^� CLASS CAPACITIES ON THIS SHEET ARE `J BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05—OEC-219 THESE WINOOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. E&Igr; JAS/Apmwb— _ CPM. PRODUCT REVISED FLA. PE 70592 as complying with the Florida C.A.N. 536 EinildLst;Code . AccgNsaa Mo-.�J'J�,t'. tB Bx ' n Deto Lim Jif Miem ProducLCballo1 0 S crowing no. W08-81 11 THRU WOOD SUCKS INTO MASONRY FOR INSTALLATIONS INTO 111' MAX. WOOD STRUCTURES OR WINDOW WIDTH THRU WOOD BUCKS INTO MASONRY ii1" MAX. IO 1/a• MAX. WINDOW WIDTH 8" 9 3/8" FALSE MUNiINS 3. HEAD\SILL . 8" MAX. FALSE MUNTINS 14 7/8" 3' (SURFACE APPLIED) AT FIX. LRE HFAO\H6* MA (SURFACE APPLIED) MAX. MAY BE USED A AT VENT CORNERS MAY BE USED t t U 1 1 SILL i 11 it i; 11 tl it ii t II e II // Ir i' // , u ,•/ tl � 'i �� , ,1 nr F � _ li '/ ii - li •/ e � - ii •/ it _ »°�' rs' ,+.. � `, � - n� _ �t 1✓ � � I, _ f M 2 I _-ar=_:--1r`-' "'! _:=a✓====xl__.. � 3 M i .- __e=:yF:.=:.:: =_�I__"'_-yY_M tl - L' ---- ¢p 4:: <AyIIry 411, 11 II p li V'i" II 11 ,1 it it II tl 'i ti i' _ 'I tr-- ___-� -- -- �- --- = r====3-� == ._ .. D ❑ I, n-ir----II j'i--- 11 a Ir- it it ,, II II 11 II li p I' 11 1 JT 1 1- 1 1 ' j 32 7/8" 33 1/2" 32 7/8" m 24 5/8" 50" MAX, 24 5/8' 0.1. OPG. D.L. OPG. D.L. OPC. ` D.L. OPG. D.L. OPG. 37 5/8" 37 5/8" 29 1/4" 29 1/4" AUX J1'LGJ MAMIUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GIA35 TYPE 'A' GLASS TYPE 'B' G= TYPE 'C'C 55 EXT.(+) INT.(-) EXT.(+) 1147.(-) .(+ INT.(-) 80.0 90.0 90.0 730.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WIN60W VENTS WITH 5PRMG t DEO AL LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 P XOX SIZES XIMUM DESIGN LOAD RATING - F FOR SIZES SHOWN ABOVE OR SMALLER 15FIOWINi60WC ARE FOR WINDOW VENTS WRH RING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOAOS TO *80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JANIAAO PRODUCT REVISED dt •t FLA. PE f 7059 as complying wRh tha p1mids i C.A.N.3534 Building Code S AcecpinrlcoTQo 'D Q. G pl:mton Date /"t ,69tdV �`''#`.,2013 - if Mii. &Prod.4Cont!pr drovring no. /.. W08-81 U,, ishee 7 0L� P q MAX. 10/SILL 8 RNERS Q (� x < n a� Iv M U J j n $ a .lgyJn; VN Lj 3i 0 �Za m p� v Hwa Engr: JANIAAO PRODUCT REVISED dt •t FLA. PE f 7059 as complying wRh tha p1mids i C.A.N.3534 Building Code S AcecpinrlcoTQo 'D Q. G pl:mton Date /"t ,69tdV �`''#`.,2013 - if Mii. &Prod.4Cont!pr drovring no. /.. W08-81 U,, ishee 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. , Ix W a = W1 = 1-1/4".X 1/4" WEEPHOLES WITH PLASTIC BAFFLE y c AT 4-7/8" FROM EACH END AND AT MIOSPAN W p , W2'= 1-1/4" X 1/4" WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END ® W4 /. L� q� • d q 4i( . q a .' i • TYPIQAL A z8 II • SEE ELEV. e • I1 FOR SPAC W1 W2 \ TYPICAL ANCHORS 3 PER CLIP LONG CLIP ADAPTER 4ORS r--- ------- -------�1 i MIAMI-OALX: COUNTY APPRDVED I f $ I MULLION & MULLION ANCHORS tI SEE SEPARATE HOA It I/8" 0 ♦r1 It ItElxvssEE 8 � H tS FOR SPACING O TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. , Ix W a = W1 = 1-1/4".X 1/4" WEEPHOLES WITH PLASTIC BAFFLE y c AT 4-7/8" FROM EACH END AND AT MIOSPAN W p , W2'= 1-1/4" X 1/4" WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END ® W4 /. L� q� • d q 4i( . q a .' i • TYPIQAL A z8 II • SEE ELEV. e • I1 FOR SPAC W1 W2 \ TYPICAL ANCHORS 3 PER CLIP LONG CLIP ADAPTER 4ORS r--- ------- -------�1 i MIAMI-OALX: COUNTY APPRDVED I f $ I MULLION & MULLION ANCHORS tI SEE SEPARATE HOA It I/8" 0 MIN. It ItElxvssEE 8 � tS FOR SPACING WOOD =AND METAL STRUCTURE NOT DY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAk ANCHORS: SEE ELEV. FOR SPACING ,1/4" QIA ULIRACDN BY 'ELCo' (Fu -m KSI, Fy-iss KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-5/8" MIN. EMBED INTO CONC. OR MASONRY 1 /4" TEKS OR SELF QRILLINQ SCREWS (GRADE S CRS) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J14 SMS OR SELF RKUNQ SCREWS (GRADE 2 CRS) INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) MCAL EDC' DIStMIC INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS I'a = 3000 PSI MN, C-90 HOLLOW/FILLED BLOCK AT JAMBS rm - 2000 PSI MIN. --r-= E"gr. .MYAD AtIMAD PRODUCT REVISED CML es complying with the NtmSde I ` 3 FLk PE f 7M2 Building Cede C.A.N. 35J8 AceePh," N. •DPMI . gg orlon Date !g $ Q b 5 t� Qy 5 Miami ade Product drowfng no. W08-81 Jsheat 3 of 7 TYPO AV Ldivul OX OPPOSITE 1/4' SHIM OC VENT WIDTH VENT WIDTH w w MAY - WOOD SUCKS M,XREENS OPT. TYPICAL ANCHORS pl--- SCREENS OPT- E ELEV. FOR SPACING TYPICAL ANCHORS SEE ELVVJ FOR SPACING EXTERIOR WINDOW WIDTH MOX LAYOcrr ,TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -RADE COUNTY APPRO MULLION SEE SEPARATE NOA \ 6 VENTS WITH. 0 SPRING LOADED LATCHES EI LOADED E.9r: JAM AWAD PRODUCT ftEVt58P I I Gr. .3 complying Avhh lbo plar(6 II FLA. PE 31292 ;jItilding CAN. _jitilding Cmill ,a.:.noe on By -------SCREENS OPT. Miami eda Pr at drawing no. EXTERIOR WINDOW WIDTH W08-81 Ch.�.td 77 1/4' SHIM C� OD O Lq!!U � YENT WIDTH MAx. I z n 18 1/4' MAX' TYPICAL ANCHORS METAL 1 4 B SHIMS SEE ELEV. m 3 -� STRUCTURE t8 .FOR SPACING P (a — --'-- ' h -- v • 17 7�j — �_ `_ _ e - a --�----»SCREENS OPi. ___--_ �F _ _ _ _ _ _ IN WqpD SLICKS o TYPICAL ANCHORS SA 18 SEE ELEV, 4 O.L.O. s FOR SPACING EXTERIOR WINDOW WIDTH7. r XO LAYOUT OX OPPOSITE I 0 OD 1/4' MAX. T v 1/4' SHIMVENT WIDTH VENT WIDTH SHIMS MAX. U lil ti WOOD BUCK STRUCM _... _... _... . WODO BUCSCS wo P . I Q 3 _ _ O _� P. pp TYP ANCHORS C" --- - -SCREENS OPT. SEE ELEV. ' A FOR SPACING TYPICAL ANCHORS EXTERIOR ' o FOR�Elrw WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV, FOR SPADING MIAMI-OADE COUNTY APPR,O MULUON SEE SEPARATE NOA 018 o €, --- VENTS WITH � 0$ m g o r T ' SWEEP LATE $ES�'' - 1 i t I Engr, .%VAD AHNA0 D'RODUCT RFVDSFt) CIVIL W1 Plying WIN 111E Florida d 11 I I 1 i i i M PE 70582 O.A. t o"Da'Idiug Code At4rptame No B*radoo $ ^ 1 I 11 ------- SCREENS OPT. L ---I Dow `AytM;p� 9P`"'r� Miami a Product Controdr Wino no. EXTERIORW�a—$ YANOOW WIDTH WINDOW WIDTH - shoat 5 of 7 FRAME HEAD 1.480 .077 .583 1.420 SILL TRACK 7.071 ,062 1.255 TYp, SILL CLIP ADAPTER FRAME SILL TOP 7.375 .062 .888 1.2501 IA00 TOP & BOTTOM RAIL 1.00000 -y'1((''-- i f25� 1) WIND LOAD CUP tA00 )+- 1.750 ,054 125 2.201 1.375 15 MTG. STILE REINF, ABS 1.b00 500 A07-T- I" 07raJAMB STILE 126 2.312 i6 FIX. STILE REINF, 055 1.z9s 2x73 1.375 f0 1 A48 ( t.000 .849 IR 1.235 1.750 .062 MEETING STILE 1 (12) VENT LATCH ITEM PART / QUANTITY DESCRIPTION MATERIAL MANY./SUPPLIER/REMARKS 1 7M -i30 1 FRAME HEAD 6083 -TB - _2 STM -1338 i FRAME SIL. RASE .._..._.__.______..._._ 6063 -TB 3 TM -134 _ I FRAME SILL TOP �. 8063-T8 - 4 TM -132 AS REDD. FRAME J•-_VENT...._�...____.� S083 -T8 5 TM -137A AS REOD. FRMLE JAMB - FIXED 6083-T6 - _ 6 _ TM -138 2/ VENT TOP AND 8000M RML 6063 -TB - -_- 7 TM -139 1/ VENT JAMB STILE TM -140 1/ VENT MEETING STILE 8063 -TB - TM -137 1/ VENT FIXEDSTILE (SPRING LOADED LATCH) 6063-T8 - TM -137A i/ VENT FIXED STIE (SWEEP LATCH) 8063-T6 - L'12 TM -136 1 SIU. TK6CK INSERT 6063-T8 - TM -135 1 SILL CUP ADAPTER, 12' LONG 8063-T6 AT MTG. STILE LOCATION TM -118 1/ PENTSPRING LOADED VENT LATCH, 3-1/8' LONG 6063-T6 AT MID SPAN - I/ VENT METALLIC SWEEP LATCH AT MID SPAN %8 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FN SMS 13 TM-14iA AS REDD. CLAM BEAD (LAMINATED GLASS) 8063-T6 - 13A TM -181 AS REDD, GLAZING BEAD (INSUL. LAM. GLASS) 6063-76 - -f4 7M-154 AS REDD. WIND LOAD CLIP, 4' LONG 8063-T8 - 15 1/ STU MEETING STILE REINFORCING 6063 -TB - 16 _.. 2/ STILE FIXED STILE REINFORCING 8083 -TB - _ 17 - W31225 AS REDD. FIN SEAL W'STRIPPING (,270" X .220' HIGH) WOOL - f8 W43_371 AS RE00. FIN SEM. W'6TR6'PING (.167' X .370' HIGH) _ WOOL to _ W43201 AS REDO. FIN SEAT. W'STRIPPING (.187" X .200" HIGH) WOOL 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8' X 1/2' X 1-7/18' LONG 21 - 2/ VENT _ VENT ROLLER HOUSING_ & GUIDE PLASTIC AT EACH ENO 22 _ VENT ROILERJWIIEEL BRASS _ 23^ /12 X i" _ 2/ CORNER _� FRAME ASSEMBLY SCREWS - P.H. PHILLIPS SMS 24 25 #10 X 1' - 2/ CORNER VENT ASSEMBLY SCREWS ~� 1/ LATCH 1VENT LATCH SPRING - P.H. PSgIItPS SMS ST. STEEL - 26 W31175 AS REOM _ _ FIN SEAL W'STRIPPiNG (.187' X .175' )8tH) WOOL - 27 TM -151 1 SILL RISER-- 6063-T6 I - - 2.3122.312 .955 ,055 .435 .183 �{ �{ .802 .Od1 .562 S40a 40 t.437 ' 000 1.237 1.3� 1 "ow 1.237 I-•--�- .923 1.750 1.750 FIXED STILE (SPRING LATCH) FRAME SILL BASE FRAME JAMB - VENT 13 GLAZING BEAD GLAZING BEAD FIXED STILE (SWEEP LATCH) {UM. GLASS) (INSUL. LAM. GLASS) f937 tYP1082 3.168 3.04' RIP LEO AS REQO. .875 O FRAME JAMB - FIXED 1.9j119 1.799 L._ __ .163 SILL RISER FLA. PE If 7059 O'LN. 3536 7,2643 URIC drawing no. W08=81 (2) 12 r I 1 a• PH. SMS. (2) #10 x r" PH. SMS. (2) #10 x 1• PH. SMS. {�V ASSEMBLY SCREWS ASS MBLY SCREWS ..,_._ FAM TOPf F _CC RNER ! n FIXED MIG. RAILTOP CORNER (4) J12 x , 1/4" PH. SMS. VENT TOP CORNER A EMSCSLY REWS K 4=. $m 0 all: za w to i (2) ,/10 x 1" PH. SMS. \ ASSEMBLY SCREWS b y cm 0 sa a 961 a < m v o FIXED MIG. RAIL BOTTOM oRN�.RE, i £ngr. JAV.aO AHMQ PRODUCT REVISED CIVL as complying with (be Florida Flh PE /,.70592 igildir�gCode $ (2) /10 x t" PH. SMS. k PE xis Acecptatua*oi s FRAME BOTTOM CORNER ASSEMBLY SCREWS qqaAcM_,p ration VENT BOTTOM CORNER Y2a?P13kjt drawing no. W08-81 ` r�shOQL7 0f 7 � r � r COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF -ACCEPTANCE (NOA) www.nniamidade gov/buildlugcode Jeld-Wen, Inc. 3737 Lakeport Blvd, Klamath Falls, OR 97601 SCOPE: This NOA is being issued under due applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) andlor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION., Clipped Aluminum Tube Mullion — L.M.I. & S.M.I. APPROVAL DOCUMENT: Drawing No. 10-J'WN 0001, titled -Clipped Aluminum Tube Mullion', sheets 1 through 6 of 6, dated 03/09110, with last revision dated 08/10110, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Minimi -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resiunt LABELING: Each unit shall bear a permanent label with the manufachwer's name: Jeld-Wen, Inc. 355 Center Court Venice, Florida 34285 and the following statement: "Miami -Dade County Product Control Approved". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building trade negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA corwists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos 1M. Utrera, P.E. NOA No. 10-0406.03 Expiration Date: September 22, 2015 Approval Date: September 22, 2010 p 513011© Page 1 Jeld-Wen.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 18-Am-wi, titled "Clipped Aluminum Tube Mullion", sheets 1 tiu+ough 6 of 6, dated 03/09/10, with last revision dated 08/10/10, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Jeld-Wen Premium. Atlantic Vinyl Fixed Windows (8300) mulled together with aluminum tube mullion, Prepared by National Certified Testing Laboratories, Test Report No. NCTL-210- 3383-2, dated I0=07, signed and sealed by Gerard J. Ferrara, P.E. 2. Test.reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Jeld-Wen.Premium Atlantic Vinyl Fixed Windows (8300) mulled together with aluminum tube mullion, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210- 3383-2A, dated 06/28/10, signed and sealed by Gerard J. Ferrara, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Engineering Express, dated 03/30/10, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of 2007 FBC conformance, issued by Engineering Express, dated March 25, 2010, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, issued by Engineering Express, dated March 25, 2010, signed and sealed by Frank L. Bennardo, P.E. �a t0 Carlon M. Utrers, P.E. Product Control Examiner NOA No. 10-0406.03 Expiration Date: September 22, 2015 Approval Date: September 22, 2010 E-1 A&I ass pciat 1 r �r]L�jD�''�-�t,�/ TUBE j�,�]'� TL r ]fir '.:jected CI Revise, . PPED ALLrAH � Vl/l 1 IBE lIl LTLIO ♦ � -;mit Specified :r m L"GE AND SjVML MISSILE IMPACT RESISTANT —1I%" only for gen( MULLIONSPANVS. LOAD WIDTHTABLES -INSTALL4TIONANCMORAGEDEr4cde'i� c¢r'cept O1 oYnptiarceiwith t}he GENERAL NOTES: INSTALLATION NOTES: in the Contract I I. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA I. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOM ENwzaw erif S made O! BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 2011202 / 203. AND ALUMINUM ��� MANUAL 1 n 2. ENSURE MINIMUM EDGE DISTANCE FOR ALL ANf:NOR3 AS 2-114' TO CONCRETE AN 7 LLXj 2. NO 331/496 INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR 3. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL �,yGO L�� OF lth ti CU -1.8 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x (MIN) WOOD STUD (IA. 3W EDGE DISTANCE IS ACCEPTABLE FOR ANC ffi ( eemtexti on s, 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL Be DETERMINED BY OTHERS ON A 4. ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 1 shall not include i JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. . 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS S. WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY (30) • 055 OR GREATER. which the item 3t 1 S DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MMMUM EMBEDMENT 0 3 E,&FdPRAkVe for. d SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. and correlated at . 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD SUCKS 7. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITH T��j�I .,.t,� ly CU (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. WE -SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FR T11E1�1t 6. ALL EXTRUSIONS SHALL BE 6063T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. t0 t C means, n7. e i T. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET AN APPLICABLE CODE REQUIREMENTS, e.9. WIND LOAD RESISTANCE, AIR 6 WATER INFILTRATION. FORCED ENTRY, SAFEGUARDS, ETC. S. TOP 8 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS HELD CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 9. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 10. WOOD HOST STRUCTURE SHALL SE'SOUTHERN PWG = 0.52 OR GREATER DENSITY. 11, MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 12 MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESISTANCE OF FENESTRATIM PRODUCTS TO BE USED WITH THESE MULLIONS. 13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT, SMALL MISSILE IMPACT, AND NONIMPACT APPUCATIONS. 14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, WOOD BUCIONG SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY CAME INTO CONTACT WITH ALUMUNUM WINDOW/ FRAMING SHALL HAVE BEEN PROTECTED. R. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTS TwwA*4'FIL vut'i �' `- TABLE OF CONTENTS SHEET SHEET DESCRIPTION. 1 GENERAL NOTES, INSTALLATION NOTES 5 ANCHOR SCHEDULE 2 ELEVATION 3 COMPONENTS 4 COUP AND T -CLIP INSTALLATION DETAILS 6 Y30AL-POST' CUP INSTALLATION DETAILS 6&7 MULLION SPAN VS. LOAD WIDTH TABLES R. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTS TwwA*4'FIL vut'i �' `- BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPT E B of all THAT 317E SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A I 31 0( 41 REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. all Work nl a safe a 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY V FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS, NOT SHEATHING. FIELD V^ERrT ♦✓45� �� 10. PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPER Y TgTRAN ER L DS % TO THE EXISTING STRUCTURE. LJ aie 11. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN 'GOAL -POST CLIP AND CUP PLATE. ANCHOR SCHEDULE: 1 TO CONCRETE BLOCK 1.1. 3/16" DLA. ITW ADVANCE THREADFORM TAPCONS WITH I- MINIMUM EMBEDMENT AND Y MINIMUM EDGE DISTANCE. 1.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY. 2. TO 2500 PSI MINIMUM CONCRETE 2.1. 3/16' DIA. ITW ADVANCE THREADFORM TAPCONS WITH 1-112' MINIMUM EMBEDMENT AND 2-1/4' MINIMUM EDGE DISTANCE. 2.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE. 3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE 3.1. #10 WOOD SCREWS OF #10 TAPPING SCREWS (SMS OR SDS) WITH 1-1/2' MINIMUM EMBEDMENT AND 3/4' MINIMUM EDGE DISTANCE. 4. TO 1B" THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE (F91- My - 22 KSI MINIMUM) 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW (SMS) OR SELF DRILLING SCREW (SDS) WITH FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 112' MINIMUM EDGE DISTANCE. the slhOp f r F,lhe-ve requirer t ,pproval a in -oval Of ;nslOns JoOShte; s, techs I L s 1 R ,SLI 1L a ch rm *tc Wcje,* an Rt Ln ive D. Te Iii( s O � ll, or .b , pl 1 pecitaui' e s S el :ontr riTm h3 ffS a'.101 TA ',:,`FMDSA 1 A/noN4o. P,E Pi P.E. N. 49752 `iAMES 4.N" 11%$ 0. 11i0 O. G �''j No x49752 t`�o i L1 i "I EOMErRIc SHAPES INCLUDED / F RODUTGT PER �\ SEPARATE APPROVAL FENESTRATION FENESTRATIO191 L2 PRODUCT PER PRODUCT PEW2 SEPARATE SEPARATE APPROVAL APPROVAL 4 5 F---W3W4 W5� NOTES: 1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE UNLIMRED PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MUU.IONS SHALL BE PER SEPARATE APPROVAL 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4.1. MULUON'A• 4.1.1. MULLION SPAN -L7 4.12. TRIBUTARY WIDTH -(WI-W2y2 42 MULLION'S' 4Z1. MULLION SPAN -L2 422. TRIBUTARY WIDTH -(W3+W4Y2 43 MULLWN'C' 4.3.1. MULLION SPAN -L3 4-tZ TRIBUTARY WIDTH -(W4♦WSY2 40TE: MULLION DESIGNATIONS (MULLION "A", MULLION "B" AND MULLION "C") PROVIDED IN DETAILS 1/1, 2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS. ALL MULLIONS SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. K MULLION OR MULLED FENESTRATION SUBSTRATE PRODUCTS WITH TRANSOM 1 EXTERIOR ELEVATION SHOWN 40TE: MULLION DESIGNATIONS (MULLION "A", MULLION "B" AND MULLION "C") PROVIDED IN DETAILS 1/1, 2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS. ALL MULLIONS SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. K MULLION OR FENESTRATION PRODUCTS SUBSTRATE MULLED VERTICALLY 1 EXTERIOR ELEVATION SHOWN FENESTRATION PRODUCT PER SEPARATE APPROVAL W MULLION 4 A' NESTRATION PRODUCT PER SEPARATE APPROVAL We s I-- L1—i NOTES: 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER SEPARATE APPROVAL 3. ALLOWABLE DESIGN PRESSURES SHALL. BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4.1. MULLION'A' 4.1.1. MULLION SPAN - Lt 4.12 TRIBUTARY WIDTH - (Wt • W2y2 FENESTRATION PRODUCTPER[A- MULU0N--\ SEPARATE APPROVAL ON L1 A SEPARAR - W 1---1-- W2 -- —I NOTES: 1.UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION LMITATIONS NOTED HEREINARE NOT EXCEEDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER SEPARATE APPROVAL. 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS ANOTRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4.1. MULLION'A' 4.1.1. MULLION SPAN -Li 4.1.2. TRIBUTARY WIDTH - (WI. W2Y2 FENESTRATION PRODU( 3 MULLED HORIZONTALLY 1 EXTERIOR ELEVATION SHOWN FENESTRATION PRODUCTS 2 MULLED VERTICALLY 1 EXTERIOR ELEVATION SHOWN FENESTRATION PRODUCTPER[A- MULU0N--\ SEPARATE APPROVAL ON L1 A SEPARAR - W 1---1-- W2 -- —I NOTES: 1.UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION LMITATIONS NOTED HEREINARE NOT EXCEEDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER SEPARATE APPROVAL. 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS ANOTRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4.1. MULLION'A' 4.1.1. MULLION SPAN -Li 4.1.2. TRIBUTARY WIDTH - (WI. W2Y2 FENESTRATION PRODU( 3 MULLED HORIZONTALLY 1 EXTERIOR ELEVATION SHOWN P.E No. 491 .' �,pplltl/ry�l `A.%R DAMES ot ti;G E llaF NO 4¢752 +I A 1 ! . r O R `ID O'- ,, 1 9j t' s v a R P.E No. 491 .' �,pplltl/ry�l `A.%R DAMES ot ti;G E llaF NO 4¢752 +I A 1 ! . r O R `ID O'- ,, 1 9j t' o-. 4.388" 0.,25' IYP. 0.726' 0.726' eb m 0.476' 0.476' LD 0.125' 0.125" U 4.T-H� V. 2'1.000, 1 " 0.125' 2.110' 0.125' a 1.000' 2.311' -� I 1.375' 0.312•5.500" 0.3753.000' 3.000' .0.125' " 0 ° o I ° ANCHOR LOCATION 0.438' USE 0.438" FOR USE TYPICAL0.750• �(j N WITH 1" X 4" 'e3 WITH 1-X4' 1" X 3" MULLION ;1 'GOAL -POST CLIP N rmi MULLION ° ^ MULuON UA 6063 TB ALUM. �, 606376 ALUM. ° z 1.000' 1.950' ANCHOR LOCATOR, lIlk OanoH 0.975' TWICN ANCHOR LOCATION.¢ aco TYPICAL 29' 5.500' R l f t 4.000" 0.125" 0.110" 3.000' Y " ° ° a Q ' FOR USE ° Y 4.340" i3 0.438' WITH 1"X 3" 0.438' tmv [.fFOR 1' X 3'.970' LION ALUM. 2 1" X4- MULLION _ wMOM,ocA,aH wcHae minae 806348 TYPICAL TYPICAL .29' � ,WAL-POsr CLIP PLATE��T-CLIP C -CLIP TB AL 8063 UM. 608376 ALUM. 6 6063-76 ALUM. i J. Miwrueo.P.E. j F'�f�tNe P.E No. 09752 s i _�Qp10h1tIr._ v .7 c Mo 49752 *.Sz. li !� 21011111111/«, #10 SMS OR SDS WITH FULL THREP PENETRATION INl / V MULLION 1" x 3" or 1' x 4" MULLION 10 SMS OR SDS M FULLTHREAD ENETRATION INTO ULLION O � O #10 FLATHEAD 2° [-2" SDS, (4) PER CLIP � #10 FLATHEAD � #10 FLATHEAD SDS, (4) PER CLIP .SDS, (4) PER CLIP 1•x3"ort"x 3 4" 4" MULLION 1" x,3" 1"x 4" MULLION MULLION TYPICAL ATTACHMENT AT 1"X 3" MULLION ATTACHMENT AT 1" X 4" MULLION ATTACHMENT AT i11MUlLiON INTERSECTION W/GCLIP r2 -"\MULLION INTERSECTION W/C-CLIP i-31�MULLION INTERSECTION W/GCLIP VERTICAL SECTION SIDE ELEVATION \� q ] SIDE SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) An y #v � 4 a t ci w o_ � 0�T3 x ��7 m 0 i � J m 0nP ) LL wxzl a oa a9 EDGE 3 ED EDGE 1� EDGE EDGE DG � E., F:; IST. DIST. 1ST. DIST. DIST. 1 ANCHORS PER ! SCHEDULE, (4) PER / CLIP MB EM D„ � � 1" ANCHORS PER ANCHORS PER �2 1 SCHEDULE, (4) SCHEDULE, (4) O � O PER CUP PER CLIP Lam. 2" 2" -. P.e. 11.�1a #10 FLATHEAD #10 FLATHEAD #10 FLATHEAD SDS, (4) PER CLIP SDS, (4) PER CLIP SDS, (4) PER CLIP �ter;tuu���fe ¢aaa`a. DAMES ♦��, ,9 495$1"x3"or1"x4"MULLION 1"x3" 1"x 4T,"0 4"MULLION MULLIONo: ��-� 1"X 4" i O TE! F TYPICAL ATTACHMENT 1" X 3" MULLION MULLION MENT WITH T -CLIP WITH T -CLIP DE EEaM�NT SIDE 4VERCALSECTION 4 TM �gp UU ELEVATION SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) An y #v � 4 a t ci w o_ � 0�T3 x ��7 m 0 i � J m 0nP ) LL wxzl a oa a9 EDGE 3 ED EDGE 1� EDGE EDGE DG � E., F:; IST. DIST. 1ST. DIST. DIST. 1 ANCHORS PER ! SCHEDULE, (4) PER / CLIP MB EM D„ � � 1" ANCHORS PER ANCHORS PER �2 1 SCHEDULE, (4) SCHEDULE, (4) O � O PER CUP PER CLIP Lam. 2" 2" -. P.e. 11.�1a #10 FLATHEAD #10 FLATHEAD #10 FLATHEAD SDS, (4) PER CLIP SDS, (4) PER CLIP SDS, (4) PER CLIP �ter;tuu���fe ¢aaa`a. DAMES ♦��, ,9 495$1"x3"or1"x4"MULLION 1"x3" 1"x 4T,"0 4"MULLION MULLIONo: ��-� 1"X 4" i O TE! F TYPICAL ATTACHMENT 1" X 3" MULLION MULLION MENT WITH T -CLIP WITH T -CLIP DE EEaM�NT SIDE 4VERCALSECTION 4 TM �gp UU 'i�r�fl:lAl-E�40a 4soLv s�> SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) 1 0 '1 WMIK- EDGE jANCHORS _ f • FLATHEADkl'70flo • ^ 1" x 3" or 1" x 4" MULLION , 5 TYPICAL ATTACHMENT WITH t'1 -' 'GOAL -POST CLIP \,V SIDE ELEVATION NOTE: 'GOAL -POST CLIP AND CLIP PLATE SHALL NOT BE USED WITH 3/16" TAPCONS FOR ANCHORAGE TO CONCRETE OR HOLLOW CONCRETE BLOCK. MAY BE USED ONLY FOR ANCHORAGE TO WOOD, ALUMINUM OR STEEL. 1.95" ANCHOR PER ' e SCHEDU iE EXCEPT FOR AN HORS TO #10 FLATHEAD 1.375" CONCR rEBLOCK Au SDS, (4) PER CLIP (CMU) O t CONCRETE O I d �s � s a 1 0 '1 WMIK- EDGE jANCHORS _ f • FLATHEADkl'70flo • ^ 1" x 3" or 1" x 4" MULLION , 5 TYPICAL ATTACHMENT WITH t'1 -' 'GOAL -POST CLIP \,V SIDE ELEVATION NOTE: 'GOAL -POST CLIP AND CLIP PLATE SHALL NOT BE USED WITH 3/16" TAPCONS FOR ANCHORAGE TO CONCRETE OR HOLLOW CONCRETE BLOCK. MAY BE USED ONLY FOR ANCHORAGE TO WOOD, ALUMINUM OR STEEL. 1.95" ANCHOR PER ' e SCHEDU iE EXCEPT FOR AN HORS TO #10 FLATHEAD 1.375" CONCR rEBLOCK Au SDS, (4) PER CLIP (CMU) O t CONCRETE O a � o m 1'x3"or O 1'x4" MULLION O ..• I N4 mom, II Lu TYPICAL ATTACHMENT WITH i Pii4 " 2 'GOAL -POST CLIP U" E}' 1 Nmeveo: P.E P.E No. 19?52 '. JRMES q .�'i� Q °d No t 49752 9 Or 1 gr TE') F: III ��4��•�11A i �Nb'�, a DESIGN SCHEDULE: 1"x3" MULLION WITH 'GOAL -POST' CLIP MULLION T11I9UTARY WIDTH $PAN 18' 21• I 24' 27' 1 30' 33" 38' 39' 42" I 45' 48' S3 1o5' 27.5 23.8 20.6 18.3 16.5 1&0 13.8 12.7 11.8 11.0 i&3 . 10.3 100" 324 2&1 24A 21.8 19.7 17,9 1&4 18.1 140 Al 12.3 11.1 95' 37.0 31.7 27.6 24.7 222 20.2 18.5 17.1 15.9 14.8 13.9 12.8 or 44A 38A 33.7 30.0 270 24.5 22.5 20.7 19.3 1e.0 We 15.3 86' 51.5 i 44.1 38.6 34.3 30.9 20.1 25.8 23.8 22.1 20.6 19.3 17.5 84" 5&3 47.4 41.5 38.8 33.2 30.1 27.6 25.5 237 22.1 20,7 18.8 or 64A 644 4&0 42.7 30.4 34.9 32.0 MIS VA 25.8 24.0 21.7 78' 66.0 6" 49.6 440 "A 38.0 330 30.5 28.3 28A 24A 22.4 78` 67.8 6&1 60.e 462 40.1 370 33.9 31.3 290 VA 2L4 43.0 72' 71.6 81.3 63.7 47.7 42A 39.0 35e 330 30.7 284 26A 24.3 65' 750 68.9 50.5 ozo 46.8 42A 30.0 3&0 33A 312 2110.3 264 60' 76.0 me 84A 572 61A 48A 42A 3" 3" 34.3 322 202 54' 7&O 7&0 71.5 63A 572 a" 47.7 44.0 40.9 362 35.8 32A 50.8" 7&o 76.0. 750 67.9 81.1 55.5 502 47.0 43A 40.7 38.2 34.6 4e' 71L0 78.0 75.0 71.8 84.4 66.5 53.7 49.5 48.0 4" 402 3&4 42' 75.0 750 750 75.0 73.6 750 81.3 NA 52.6 49.1 4&0 41.8 38A' 76.0 7" 75.0 75.0 750 73.2 87.1 61.A JIMA 53.7 80.3 46.6 38' 76A 750 75.0 7&0 78A 75.0 71.5 68.0 $1.3 67.2 537 48A 30 76.0 760 75.0 75.0 7&0 75.0 78.0 7&0 73.8 867 84.4 88.3 24' 78.0 75A 75.0 76 0 75.0 7&0 75.0 75.0 75.0 1 75.0 75.0 72.9 DESIGN SCHEDULE: 1"x3" MULLION WITH 'T -CLIP' OR'C-CLIP' MULLION SPAN TRI9UTARYWIDTH 18' 21• 24' 1 27' 30' 33" 36' 39' I 42" 45" 48' 53" 108' VA 23,6 20A 1&3 18.5 15.0 13.8 12.7 111.8 110 10.3 100' 324 21L1 24.6 21.6 19.7 17.9 %4 1&1 14.0 1&1 122 11.1 98" 37.0 31.7 VA 24.7 222 20.2 16.5 17.1 1" 14.8 13.9 12A 90' 44.9 38.5 33.7 30A 27.0 24.5 22.5 20.7 19.3 16.0 1" 16.3 80" 81.5 44.1 38.6 34.3 30.9 2&1 25.8 23.8 22.1 20.0 19.3 17.5 84" 65.3 47A 41.5 38.8 332 30.1 27.6 25.5 23.7 22.1 20.7 18.0 80" 640 54.8 48.0 42.7 30A A 32.0 29.5 27A 2&6 24A 21.7 78' 89.0 592 514 4&0 41A 37.7 34A 31A 29.6 274 26.0 23.4 76' 74.6 640 56.0 49.7 444 40.7 372 34A 32.0 294 2&0 25.3 72" 75.0 75.0 85.8 58.5 62.7 47.9 43.9 40.6 37.0 35.1 329 29.0 or 750 750 7&0 780 88.4 62.1 570 52.6 4&8 45.0 42.7 38,7 or 76.0 75.0 75.0 760 7" 75.0 750 70.0 660 60.7 56.9 51.5 54' 75.0 75.0 750 75.0 78.0 78.0 75,0 750 7" 72.8 68.1 81.7 50.8' 7&0 750 75.0 75.0 75.0 75.0 75.0 750 75.0 78.0 72.7 86.8 48' 76.0 76.0 750 75,0 78.0 75A 75.0 75.0 75.0 750 75.0 89.4 4T 7&0 7&0 7" 1&0 750 75.0 760 75A 78.0 75.0 750 75.0 38.4` 750 75.0 75.0 7&o 750 70.0 76.0 78.0 75.0 7"75.0 76.0 36' 750 75.0 75.0 7&0 76.0 75.0 78.0 750 75.0 75.0 75.0 75.0 30" 7&0 750 75.0 75.0 75.0 750 76.0 750 75.0 75.0 75.0 76.0 24' 75.0 75.0 7&O 75.0 7&0 76.0 75.0 750 75.0 7&0 75.0 75.0 R~ J Anuxusd, P.E. P.E. Na. 49752 {af"Irriy� g'PO* 5.0 4' NO 49752 ;p> v: f 9 TE P �4y,jONAI'��r+rrrr 4tigrnrrllt!#'�1� r u U � w DESIGN SCHEDULE NOTES: s a 1. DESIGN SCHEDULES PROVIDE MAXIMUM At -OWABLE POSITIVE (+) AND NEGATIVE(-) DESIGN PRESURES FOR Z E USE WITH MULLION SYSTEM IN POUNDS PE t SQUARE _y FOOT(PSF} 2. FOR DETERMINATION OF MULLION SPANS A 4D8 TRIBUTARY WIDTHS, SEE ELEVATIONS;;;�PE 3. FOR INSTALLATIONS UTILIZING MORE OF CLIPPER MULLION, USE THE LESSE DESIGN PRESSURE. 4. 'GOAL -POST CUP MAY NOT BE USED FOR INSTALLATIONS TO CONCRETE OR CONCRE)rE BLOCK J a (CMU). `• C�77 J a {4SS pip 5. ® DENOTES CONDITIONS NOT ACCEPTABLE FOR USE. Lu g �' �Y W-. 1 y I -rill R~ J Anuxusd, P.E. P.E. Na. 49752 {af"Irriy� g'PO* 5.0 4' NO 49752 ;p> v: f 9 TE P �4y,jONAI'��r+rrrr 4tigrnrrllt!#'�1� r DESIGN SCHEDULE: 1"x4" MULLION WITH 'GOAL -POST' CLIP �' 105" 16• 48.6 21" 41A 1 24• 2r 30• 38" 86' 99" I 42" 46" 1 48 1 59" 100• 51.5 441 36A 38.6 32A 34.3 29.2 28.5 24.9 22.4 20.6 19A 18.2 18.5 9a• 63.7 484 40.2 98 6 3" 32.2 28.1 29.3 26.8 26.8 23A 22.1 20.8 19.3 17.5 90• 67.2 49.1 42.9 38.2 34.3 31.2 26.6 24.8 25A 29A 24.5 21.5 22 9 20.1 21A 18.2 89• e4" 60.9 618 51.3 44.9 39.9 35.9 32.7 28.9 27.6 26.7 24 0 22 6 10A 20.3 eV 64A B26 56.2 460 40.3 40.9 42A 30.8 33.4 30.7 28.3 28.3 24.5 23.0 20.8 78" e50 66.8 49.5 44.0 38.6 39.5 %1 30A 32.2 33.0 297 90e 71.6 26 8 24.1 21.9 75• 57.8 58.1 60.8 45.2 40.7 37.0 33.9 31.3 283 29.0 20A 27.1 24.8 22A 72` N 715 760 813 537 Ora 42.9 89A 86 8 39.0 30 7 20.a 25A 2e.8 23.0 24 3 6D• 760 66.9 736 6e.6 64.4 520 67.2 40.5 42A 39.0 3&0 33.4 31,2 29.3 266 64• 76A T60 71.B 836 51.5 57.2 46A 52.0 42A 30A 36,8 34.9 32.2 29.2 60.6• 760 75.0 7&0 572 61.1 55.B 47.7 ODS 44,0 409 36.2 988 32A 46• 760 76A 7e.0 71.5 84.4 58.5 75.0 1&0 4TA 43A 454 40.7 42.9 952 346 36A• 8A 764 76.0 76A 76 0 75.0 76A me 0&0 75.0 7&0 52.8 49.1 40.2 48.0 eeA 41.6 3e' 76A r6.0 7&0 75.0 75A 7&0 73 2 75.0 76.0 67.6 53,7 603 45 8 90" 754 76.0 T64 76,0 7&0 75.0 7&0 75.o 76.0 A6.0- 61.9 672 63.7 4&5 24• 76.0 78.0 764 75A 75.0 75A 76.0 75.0 76.0 7&6 6&7 64.4 58 3 7&0 7&0 76A 7&0 75.0 1&0 .7S0 75A 7&0 75A 75.0 T&0 75.0 76.0 76.0 TBA 72.9 DESIGN SCHEDULE: 1"x4" MULLION WITH 'T -CLIP' OR 'C -CLIP' Mumm TFQWMYWM ppb � A v (CMU ,. 7Y g 8,*X 1a" 21' 24" 2r 30• 33" 3699" 42" 45" 41• 63» toe• 100' 69.0 70.22 60 6 412 62 7 30.3 96A 32.2 29.6 27.2 26.3 23.5 22:1 20.0 or 75.0 6&0 69 8 42 45.8 62.e 42.1 47.8 39.3 36.1 X4 30.1 Al -2e3 28.9 90" 76.0 76.0 72.3 84.2 57.8 43.3 52.6 39.7 49.2 Sae 44.6 34A 31A 20.8 27A 16• TU 76.0 78.0 73.6 80.3 00.2 66.2 51.0 41.5 47 3 88.6 44 2 36.1 41A 92.7 84" 80• 161 750 7&0 76A 71.1 64.8 b99 817 0 47A 444 VA 402 70• 760 75.0 7&0 76.0 76A E75.0 75.0 Mo 7&o 760 74.8 56.e 65.3 6&8 64.9 51A 46,6 78• 76.0 75A 75.0 MBA 760 75.0 T6.0 73 7 760 6&0 71A 53.2 6&7 69A $2.3 66.3 50.1 72• Tao 76A 7&O 75A 75.0 760 760 MO 70 69.a 51,4 8&259.1 6zo e5" 60• 75.0 754 75.0 76A 75.0 T6A 76.0 75.0 75.0 75.0 7&0 76.0 75.0 71.2 64.4 64• Me 76.0 7&0 75.0 76.0 76.0 76.0 76.0, 75.0 75.0 75.0 76.0 75.0 75.0 70.9 75.0 Mo Mo MSA 75.0 75A ; 75.0 75.0 7&0 760 75 0 75.0 1&0 76.0 7&0 76.0 75.0 75.0 48' 4r Mo MO 76.0 75.0 75.0 76.0 76A 75.0 7&0 715.0 75.0 M&0 42• 751 76A 750 75A 7&0 75.0 78.0 760 75.0 76.0 78.0 75.0 364' 96" Me 7" 76.0 7&0 7" 76.0 76.0 76A 751 T6A 76.0 7&0 7&0 7&o 80' 7&0 75 0 7&0 75A 76A 76A 751 T5A 76A 760 7&0 76A 75.0 76.0 75A 7&0 24" 750 7&0 7&0 76A 7&0 75.0 1&0 .7S0 75A 7&0 75A 75.0 T&0 75.0 751 75.0 7&0 75.0 J 4. 'GOAL -POST' CLIP MAY NOT BE USED FOR INSTALLATIONS TO CONCRETE OR CONCR E BLOCK ppb � A v (CMU ,. 7Y g ) 5. ®DENOTES CONDITIONS NOT ACIPTABIE LU DESIGN SCHEDULE NOTE8• � FOR USE. a I. DESIGN SCHEDULES PROVIDE MAXIMUM OWABIE POSITIVE (*)AND NEGATIVE(-) DESIGN URES FOR USE WITH MULLION SYSTEM IN POUNDS SQUARE FOOT (PSF). Ili. 2. FOR DETERMINATION OF MULLION SPANS TRIBUTARY WIDTHS, SEE ELEVATIONS ON 2. `HEET 3. FOR INSTALLATIONS UTILIZING MORE THAIr ONE TYPE OF CLIP PER MULLION. USE THE LESSER At LOWABLE DESIGN PRESSURE. 4. 'GOAL -POST' CLIP MAY NOT BE USED FOR INSTALLATIONS TO CONCRETE OR CONCR E BLOCK ppb � A (CMU ,. 7Y g ) 5. ®DENOTES CONDITIONS NOT ACIPTABIE S FOR USE. Cf Ll W��' e� Y [!pert J- Artpru"p: P.E wilt P.E. No. a9T$2 No I Miami Shores Village Building Department ` 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20CIO 6D BUILDING Master Permit No. c PERMIT APPLICATION Sub Permit No. *UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION F-] SHOP o y �j CONTRACTOR DRAWINGS JOB ADDRESS: 8 CS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): � K ( t-�/h-� Phone#: 7 qjj " 12y57 S Address: gti-E w r l '�—rpua—T City: M 1 lr m ( S/7 dlLEz State: F L— Zip: Tenant/Lessee Name: Phone#: Email: a%C ® ZE RROW-- FLEzt4'e (C o NE7 CONTRACTOR: Company Name: C4 u SfiYVC—Qy W \ keJ Phone#: r Address: Y & '-' ) City: P --r vi ut O (0 tate: Zip: Qualifier Name: ft I L- EI Lori S 1 Phone#: _ State Certification or Registration #: C._- G 4L f? 60 JZ Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ (� C— Square/Linear Footage of Work: Type of Work: ❑ AdditionAI eratipQ ,.❑ New ❑ Repair/Replace ❑ Demolition Description of Work: e,4 V-IttL ),Z p% .— /,?- 6-1 t (',. (Io o G'U q Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $_ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ h r " 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. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ' Signature r�—z—�----�= OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrume was acknowledged before me this f� day of 20 / by �' day of 20 /V by who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P LIC: NOTARY PU IC: Sign: �'(/ Sign: Print: (1� �-/ ✓v LA–A Print: Seal: Seal: ^^^ LAURA Ey LAURA FARLEY MYCOMMISSION # EE53276 E}(?"R Much 16,2015 MY COMMISSION # M3276 E?Q'IRES: March 16,2015 A". Co. �;T.�oTaaY ' LW RY APPROVED BY Plans Examiner Zoning AiA44yStructural Review Clerk (Revised02/24/2014) 4 IN THE CIRCUIT COURT FOR MIAMI -DADS COUNTY, 2m I,,,Pn FLORIDA PROBATE DIVISION IN RE: ESTATE OF N tet+ KEITH L. MOORE $ 1 4 CP ®5 : Division Deceased. Z/ ORDER ADMITTTING WILL TO PROBATE AND APPOINTING PERSONAL REPRESENTATIVE (self -proved) The instrument presented to this court as the last will of KEITH L. MOORS, having been executed in. conformity with law, and made self -proved by the acknowledgm the decedent and the affidavits of the witnesses, made before an officer authorized to admi oaths and evidenced by the officer's certificate attached to or following the will in the required by law, and no objection having been made to its probate, and the court finding th decedent died on April 2, 2014, and that JACKI SUE BROWN is entitled and qualified personal representative, it is- =1 ADJUDGED that the will dated February 27, 2014,. and attested by VIVIAN CRU ;t KATHLEEN A. BROWN as subscribing and attesting witnesses, is admitted to probate according to law as the last will of the decedent, and it is further ADJUDGED that JACK[ SUE BROWN is appointed personal representative of the estate of the decedent, and that upon taking; the prescribed oath, filing designation and acceptance of resident agent, and entering into bond in. the sum of S & .. letters of administration shall be issued. ORDERED on , 20 bICJ S ' A h/SSETS L . C, 0TMO1.1T SPECIAL ORDER OF COL)IR-1 Copy furnished: DANIEL:, T. PI.EISCHER, ESQ. u i BE CLOSED wi rr��r► '12 MONTHS IF NOT CONTESTED Circuit Judge `"J &WE BERNARD S. VAPIRO THE lrl'),; TORY -SIU/�flIAtI'� THIS 14 A g `i , ' �� t"i`� j pF. a3��.p. V A �T FU�i Itr. Ss�L,!j�+ E sia`lil�u`4 M s CAIN 8E WITHDRAWN R OF Cow, IN THE CIRCUIT COUNTY, FLORIDA IN RE: ESTATE OF KEITH L. MOORE Deceased. COURT FOR MIAMI-DADEI PROBATE DIVISIOi h File No. Division 14-0 15 4 9 CP® 5 0 sY LETTERS OF ADMINISTRATION a ro T ?g � A A uj (single personal representative) 3 a TO ALL WHOM IT MAY CONCERN W WHEREAS, KEITH L. MOORE, a resident of Miami-Dadg Court ric ,dadied on April 2, 2014, owning assets in the State of Florida. and WHEREAS, JACKI SUE BROWN has been appointed personal representative of the estate of the decedent and. has performed all acts prerequisite to issuance of Letters of Administration in the estate, NOW, THEREFORE, I, the undersigned circuit judge, declare JACK[ SUE BROWN duly qualified under the laws of the State of Florida to act as personal representative of.the estate of KEITH L. MOORE deceased, with full power to administer the estate according to law; to ask, demand, sue for, recover and receive the property of the decedent; to pay the debts of the decedent as far as the assets of the estate will permit and the law directs; and to make distribution of the estate according to law. ORDERED on Nit ; kLE OF ANY ASSETS WITHOUT SPECIAL ORDER. OF COURT N THE EV�N•T FLORIDA REAL REAL ESTATE Copy i ieF1tE NET PROGCEDS OF SALE SHALL BE DEPOSITED W A COURT DAN1WE*R If E 9.031 , LWW DO N0 AURiOW THF SALE, 80RROW OF Y�ASS6NCE n ITt` OUI SPECIAL OPMER Of THE COURT �o 00 UZ mLL �z z d N ji?Lk CO_ z Nps 0mC�o C.3 LL a w w o L' C0c zUZ0 cc W0jO �„ Uircuit judge � S RNARD . cWAOMO W r 0 cc it I't l a? i?.. Sx r'I? `y% i�' ATIVE SHALL F kE w � - �9LL Ll ii.i t: ITORY DESIGNATED 0- W � ;Y THE'E I "M THE: FS. 69.031 '1H 15 i �, r. I OUNT W MCH MEANS THAT NO FUN(0S CAN 6 . IDRAWN WITHOUT ODER � I NEY OF RECORD SHALL RECEIPT OF ASSETS 8Y RESTRICTED DEPOSITORY(IES) WITHIN 30 DAYS OF ISSUANCE OF LETTERS.