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REV-18-2554'REV lQ- 255� � AO,4c 'q) NO v� o� \� .�. g�� 0&) Y\0� BUILDING PERMIT APPLICATION Miami Shores Village Building Department SEK2 6 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 By: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 it; FBC 20 C4 Master Permit No. �-2-0—A- 1 & Sub Permit No. Cq - 2:!5 OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL [—]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1240 NE 91 TERRACE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1132050010540 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): DANIEL OCARIZ Phone#:7868608071 Address:1240 NE 91 TERRACE City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: RETOS SERVICE PLUS LLC Phone#: 954)588-8468 Address: 15970 WEST STREET ROAD 84 UNIT 244 City: SUNRISE State: FL Zip: 33326 Qualifier Name: HILDA BALBI Phone#: State Certification or Registration #: CGC1508959 Certificate of Competency #: _ DESIGNER: Architect/Engineer: Address: City: Value of Work for this Permit: $4000 Square/Linear Footage of Work: te: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition REMODEL SECOND BATH, MOVE LAUNDRY SINK, NEW FRENCH DOOR IN MASTER BEDROOM ELLIMINATE SOFFIT WITH LIGHT IN LIVING ROOM Description Of Work; Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ r (Revi sed02/24/2014) ^ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SiignaturSignature wv- ,S�,4-k p ( Flo 0-4 y� /OWNER or AGENT CONTRACTOR U � i a ini`— t e_ 06The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �Z ay of . 440,, 201�, by //% -" day of c5e$??4et?7ber 20 18 by Lon 1F-L- f2('�Q J 2- , who is personally known to 14 f d4 act who is personally known to me or who has produced as me or who has produced Ci 0VOr (r C095e as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: Sign: Print: J_Ar,!"%rcg Seal: % ********* APPROVED BY SHERRY M. GORSKI Notary Public - State of Florida Commission a GG 071382 My Comm. Expires Apr 7, 2021 NOTARY PUBLIC: Sign: Print: Seal: I ........ Plans Examiner Structural Review LENNIS M. MALDONADO Notary Public . State of Florida Comr:daalon #F GG 008421 iMy�'Iif0�y1'A1*!`�AfMt'OC1` t8 * * * * * * * * * * * * Zoning Clerk (Revised02/24/2014) Client Daniel Ocariz Address 1240 NE 91 Terrace, Miami Shores, FL 33138 COSTS PAID BY (Twiner Pinned bans S 15,665 •• COSTS Bathroan Cost and Sub -Total Construcuon I Vendor Original Rewismn Front Door French Door M unit by owner) CSR An Conditioning & Refrigeration S 8.900 S 850 S 9,750 Elxmcal Power Kings Electrical 6,325 4,675 I50 11,150 Lighting Fixtures Ow Plumbing, including gn` G&L Plwnbing Inc 5.400 4,680 1,200 11,280 Fixtures and Apph— by Owns` Painting - (1 coat of prima & 2 coats of wirite paint) Relos Service Plus 1.100 1,700 2,800 Interior - 2 Bedrooms, 2 Bathrooms. LLaundry, Corridor and A/C Livingoom, Kitchen, closets Interior Doors (Material and Installation) Install 5 Retos Servicc Plus 500 1,100 150 1,750 interior doors and are front door I Drywall, Framing and Plastering Finish, Kitchen Retos Service Plus 4,550 2,949 Soo 7,898 cabinets and installation by — I Bathroom Tile butallationt and Frxtwnl Retos Service Plus 3,700 - 1,200 4,900 Demolition Remove cemrnt walls as pa plans (Shed A-2) Rcros Service Plus 4W 3lb 700 Removeal of CBS wall and triangle at Dining Room Resins Service Plus - 200 200 Reroocal of Den's walls, kitchen's wall, laundry walls, Reins Service Plus 1,500 1.700 3,200 marble floor, installation of new door Remove windows and A/C opawngs and fill with blocks Remove window 12'x9' and fill with block Retos Service Plus 1,300 - 1,300 French Door Install 500 500 Front Door - Relocate Front Resins Service Plus - 900 900 Door Taal S 33A75.00 I S 17,753.1u 1 S 900.00 5 4.trtry.trp S 56.3280) Total Pmjmted Construction JEL DEC 18 1018 Proof of Coverage Page 1 of 1 WC: Mobile App WC llwne Search Our Data CFO home Exemption Detail Page This database was last updated Tuesday, April 09, 2019 12:09 Ail. Return to Previous Page Exemption Details Name Title Effective Date 'Termination Date Exemption Type "Business Activities jEmployerName Click Here to View RETOS SERVICE HILDA M BALBI ME Nov 28 2015 Nov 27 2017 Construction Activities Listed on PLUS Exemption Click Here to View SERVICE HILDA MBALBI ME Nov 282013 Nov 282015 Construction I Activities Listed on PLUS Exemption Click Here to View RETOS SERVICE HILDA M BALBI ME Nov 29 2011 Nov 28 2013 Construction Activities Listed on PLUS Exemption Click Here to View RETOS SERVICE HILDA M BALBI Oct 13 2017 Oct 13 2019 Construction Activities Listed on PLUS LLC Exemption Click Here to View HILDA M BALBI PR Sep 16 2009 Sep 16 2011 Construction Activities Listed on ZARBAL CORP Exemption Click Here to View HILDA M BALBI PR Aug 28 2007 Aug 27 2009 Construction Activities Listed on ZARBAL CORP Exemption Click Here to View HILDA M BALBI PR Aug 29 2005 Aug 28 2007 Construction Activities Listed on ZARBAL CORP i Exemption 'Termination may be through the revocation of the exemption, or expiration of the exemption. "The exemption only applies to the business activities listed on the exemption. Return to Search Page https:Happs8.fldfs.com/proofofcoveragelExemptionDetail.aspx?pr_person_id=004385l76 4/9/2019 Property Search Application - Miami -Dade County Page 1 of 7 k 1% Address Owner Name Folio SEARCH: 1240 NE 91 Terrace Back to Search Results PROPERTY INFORMATION Folio: 11-3205-001-0540 Sub -Division: WATERSEDGE Property Address 1240 NE 91 TER Miami Shores, FL 33138-3406 Owner DANIEL OCARIZ Mailing Address 1240 NE 91 TER MIAMI SHORES, FL 33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half Floors Living Units Actual Area 3/2/0 1 1 1,747 Sq.Ft I Suite https://www.miamidade.gov/propertysearch/ 1 /9/2019 Property Search Application - Miami -Dade County Page 2 of 7 Living Area 1,672 Sq.Ft Adjusted Area 1,707 Sq.Ft Lot Size 8,125 Sq.Ft Year Built 1953 Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Report Homestead Fraud Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison https://www.miamidade.gov/propertysearch/ 1 /9/2019 Property Search Application - Miami -Dade County Page 3 of 7 4 1 a Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2018 2017 2016 Land Value $292,500 $292,500 $272,350 Building Value $128,025 $118,807 $118,807 Extra Feature Value $1,503 $1,518 $1,533 Market Value $422,028 $412,825 $392,690 Assessed Value $421,494 $412,825 $392,690 TAXABLE VALUE INFORMATION 2018 2017 2016 COUNTY Exemption Value $50,000 $50,000 $0 Taxable Value $371,494 $362,825 $392,690 SCHOOLBOARD Exemption Value $25,000 $25,000 $0 Taxable Value $396,494 $387,825 $392,690 CITY Exemption Value $50,000 $50,000 $0 Taxable Value $371,494 $362,825 $392,690 REGIONAL Exemption Value $50,000 $50,000 $0 Taxable Value $371,494 $362,825 $392,690 BENEFITS INFORMATION Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $534 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION https://www.miamidade.gov/propertysearch/ 1 /9/2019 PRIORITY APPRAISALS, INC. 777 ARTHUR GODFREY RD., SUITE 209 MIAMI BEACH, FL 33140 OFFICE: 305-672-4820 FAX: 305-672-4819 4/27/2017 . • • • 1240NE91STTF.,R •••• • Village of Miami Shores, FL 33138-3406 •• •• Re 1240 NE 91 ST TER • Village of Miami Shores, FL 33138-3406 ...... To Whom It May Concern: • .... % At your request, on April, 27, 2017, we have inspected the above described property,..••� •• I have been retained to provide the "cost estimator for 50% rule" for the property referenced above. For this purpose, I've selected this form of presentation in which to convey the necessary information rather than using appraisal forms that were created to present "Market Value" methodology and estimates. It is important that the reader of this report understands that this report does not constitute an appraisal on the subject property, but rather an estimate of the "Cost New" using the Marshall Swift Estimator as the source of information and data. "Therefore, I've utilized the Marshall Swift Estimator (a cost basis service that is typically used for appraisal services). Not being a licensed contractor, this information provided may or may not be adequate and/or appropriate in the construction marketplace. In addition, this revision is necessary becaus the original appraisal excluded certain square footage of the property. This report has been revie with the same effective date. Sin y, Ga Twist s RD2750 Description of the improvements: • Year of construction: ................................... 1953 • Number of stories........................................................................... One • Total square footage...................................................................1,698 sq.ft. • Current use: ................................................................... Single Family • Condition of the structure: ...................................................... Average • Exterior wall construction..................................................................Cbs • Interior Wall construction ......................................................Painted Plaster • Foundation type .................................................Reinforced Poured Concrete • Roof type.........................................................................Tar & Gravel • HVA(....................................................................Individual wall units Legal Description: E20FT LOT 29 & LOT 30 LESS ELY 5FT BLK 2 WATERSEDGE PB 9/141 PRIORITY APPRAISALS, INC. 777 ARIHUR (JOIN-KI Y RD.. SUITE209 MIAM1 BEACH, 14, 33140 OFFICE:305-672-4820 FAX: 30s-672-4819 CoreLogic - SwiftEstimator . ... . . • .. • • .. • . . Residential Estimator _hurt Report .... • . • • • • .: ....: • stmate ID 17000889 .•.... . Property Owner Daniel Ocariz • • . • . V 0. • ��adress 1240 NE 91st Terrace * • • • • . • • • • . • • . :t; Miami Shores •.••.• •.. • . • •.•.. r S tatt•i'Province FL .. .. •. ..••.. �" P/Postal Code 331383406 : • �: �: • • :_-,veyed Fay' Gary Twist . . . . ...... ...... Jrvey Date 4/27/2017 ••.� :••••: Appraisal For 50% Rule . . •• 0000 "�s ,.; 0212019 Ressence Type Single-family Residence Cost data Description Units Unit Cost Total Base Cast 698 $132.57 w2 5 ' :4 Basic Structure Total Cost 1 698 $176.67 $299 98 F Subtotal, Extras $24 , ' Replacement Cost Now 1.698 $191,33 $3 4 88" P1~Eysacal + FunctionalDepreciation 38.5% 5125 1 Total De.vec ated Cost S; ;+ u05 T' Q Cast data by CoreLogic, Inc. "Except for items and costs listed under "Addition Details," this SwiftEstimator report has been P-- rroduced utilizing current cost data and is in compliance with the Marshall & Swift Licenser Use, Certificate. This report authenticates the user as a current Marshall & Swift user.'` ItCoreLogic AERIAL MAP :o o.: 17000889AI ss: Property AddreCity: VILLAGE •- 0. CLIENTDANIEL OCARIZ 'wr SubjectM 1240 NE 91 TER MIAMI SHORES, FL ,, V17/01 vow q k x 777 Arthur Godfrey Rd., Suite 209, Miami Beach, FL 33140 LOCATION NIAP Borrower: Property Address:1240 NE 91ST TER City: VILLAGE OF MIAMI SHORES Lender: CLIENT DANIEL OCARIZ I Na Till R 7 NL i ~ File No.: 17000889A1 Case No.: Slate: FL Zip: 33138-3406 ill �.-:.i`i ':.' • • •••• •••••• • • • • C� • •••• • •• ••••• • • • • • • • • • • • • • • •••••• • • • • • • • K: +' • • • • •••••• ,. ... r • • • • • h S" NE: 791h St S i Map data @1.017 Google 777 Arthur Godfrey Rd., Suite 209, Miami Beach, FL 33140 FLOORPLAN SKETCH Borrower: File No.: 17000889A1 Prope rtyAddress.1240 NE 91ST TER Case NO.: City: VILLAGE OF -MIAMI SHORES_ State: FL Zip: 33138-3406 Lender: CLIENT:DANIEL OCARIZ r.) 5, 131 Flow Area Porrn 28' 7 4' 14 7 1/4 Porch .. iD • . • • •..•.•' • • • • • • •...•• • • . • • 0 • . • .. :y _ O \w , T (V vd. PAttIb" 12' Area: 134 ftj 12'1"VI - ra First Floor �t Floor Arg (Area: 1435 ft2] Area: 263 ft2. 1600R. - 2' 36' 60 Floor x 1.00 a 1435.03 310wx $1'"x s4 1.00. 90.1940 16" 9116 s 26' 1 14' x 1 f= 490 66 ft 2V 1 W x 2r 7 w x 1.00 • 803)WIP 12" 1,°s"" x 5 x '. X= 60.50 R' toor Ate• x 1.00 = 262.8 tv t2 x 21'7033 x 1.OD 2a2.$Ip 777 Arthur Godfrey Rd , Suite 209, Miami Beach, FL 33140 DIMENSION LIST ADDENDUM Borrower: _ File No.: 17000889A1 _ Property Address 1240 NE 91ST TER Case No.: CiCy_�__VILLAGE OF MIAMI SHORES _ _ State: FL Zip: 33138-3406 Lender: CLIENT DANIEL OCARIZ GROSS BUILDING AREA (GBA) 1,698 GROSS LIVING AREA (GLA) 1,698 Area(s) Aiea of GLA % of GBA Living 1.698 100.00 Leven 1,435 84.51 84.51 Level2 0 0.00 0.00 Level 3 0 _ 0.00 0.00 Other _ _0 0.00 0.00 GBA ------ - _-- —._-- Basement [] 0 Garage___408 ents Area Type � • • Measurements Factor Total Levell Level2 Level3 Other •esmj. Garage. ---------_— _......-.. ..____._..._----------- ---. _------------------- �--r— _ _-9-.-90 x ___-8.10 x 1.00 80.19 [X] [_] ❑ ❑ •b • ram � • 1.8,80_ x _ 26.10 x 1.00 490.68 [X� [] ❑ 0 � ❑•• 28 10- x ____28.60 x 1.00- 803.66 [X_] [� ❑ ❑ ❑ ❑ 1-2.1,0_ x-_-5.00 x 1.00- _ 60.50 [X] El ❑ El El x --__- x = _ _ ❑ o ❑ o o ❑ ents Area Type � • • Measurements Factor Total Levell Level2 Level3 Other •esmj. Garage. ---------_— _......-.. ..____._..._----------- ---. _------------------- �--r— _ _-9-.-90 x ___-8.10 x 1.00 80.19 [X] [_] ❑ ❑ •b • ram � • 1.8,80_ x _ 26.10 x 1.00 490.68 [X� [] ❑ 0 � ❑•• 28 10- x ____28.60 x 1.00- 803.66 [X_] [� ❑ ❑ ❑ ❑ 1-2.1,0_ x-_-5.00 x 1.00- _ 60.50 [X] El ❑ El El x --__- x = _ _ ❑ o ❑ o o ❑ Borrower: File No.: 17000889A1 Property Address: 1240 NE 91 ST TER Case No.: City: VILLAGE OF MIAMI SHORES State: FL Zip: 33138-3406 Lender: CLIENT:DANIEL OCARIZ FRONT REAR STREET • • •••• •••••• • • • • • • • • • • • • • • • • • •••• • •• ••••• • •••••• ••• • ••••• •• •• •• •••••• • • • • • •••••• • • • • • • • • :aen7w««aa bw, Borrower: File No.: 17000889A1 Property Address:1240 NE 91ST TER Case No.: City: VILLAGE OF MIAMI SHORES State: FL Zip: 33138-3406 Lender: CLIENT:DANIEL OCARIZ SUBJECT'S EAST SIDE VIEW ENCLOSURE ELECTRICAL PANEL -Ued NnCso1—ewz34.©mwww-imb.— Borrower: File No.: 17000889A1 Property Address:1240 NE 91 ST TER Case No.: City: VILLAGE OF MIAMI SHORES State: FL Zip: 33138-3406 Lender: CLIENT:DANIEL OCARIZ • • • • ..... db- 3' STATE OF FLORIDA DEPARTMENT OF BUSINESSANO PROFESSIONAL REGULATION ! , s LORI AL BD �X y i THE CERTIFIED RE � FIED UNDER THE j PRUVI r 475, LUTES (€ k EXPIRATION DATE � _ , �2 30. 2020� 6�..1 iY lei r"h) riot Oe-r fhl " fio+ h3'rwnt m ally fr ien i!; y.t" N£*t""SieyX- 0 il� taY9L4WfiA t N ' yi ne othpr tirwi the 1k*0 'v' to uw lh'" Lei;""X.tikib&9't 777 Arthur Godfrey Rd., Suite 209, Miami Beach, FL 33140 12C1- 4/27/2017 ARI2 2 �019, 1240 NE 91 ST TER $X' �••••• MIAMI SHORES, FL 33138-3406 ...... .. .. Re 1310 Flamingo Way . • • Miami Beach, FI. 33139-3718 ' To Whom It MayConcern: .. .. .. At your request, on April, 27, 2017, we have inspected the above described property, • • • • I have been retained to provide the "cost estimator for 50% rule" for the property referenced.:..' above. For this purpose, I've selected this form of presentation in which to convey the necessary n information rather than using appraisal forms that were created to present "Market Value" methodology and estimates. It is important that the reader of this report understands that this report does not constitute an appraisal on the subject property, but rather an estimate of the "Cost New" using the Marshall Swift Estimator as the source of information and data. t� .J Cl Therefore, I've utilized the Marshall Swift Estimator (a cost basis service that is typically used for appraisal ervices). Not being a licensed contractor, this information provided may or may not be adequate nd/or appropriate in the construction marketplace. In addition, the total square footage was e is as per the request of the client and city therefore; this report has been revised with the sa fe tive date. in CerQ Ries RD2750 Description of the improvements: • Year of construction: ................................... 1953 • Number of stories........................................................................... One • Total square footage...................................................................1,698 sq.ft. • Current use: ................................................................... Single Family • Condition of the structure :......................................................Average • Exterior wall construction..................................................................Cbs • Interior Wall construction ......................................................Painted Plaster • Foundation type .................................................Reinforced Poured Concrete • Roof type.........................................................................Tar & Gravel • HVAC...................................................................Individual wall units Legal Description: E20FT LOT 29 & LOT 30 LESS ELY 5FT BLK 2 WATERSEDGE PB 9/141 Borrower. File No.: 17000889A PropertyAddress ,;1240NE._9 ST TER_ __A Case No.: Uty_MIAM1 SNORES _State, FL Zip' 33138-3406 _ Lender: CLIENT DANIEL OCARIZ �, 4"+r�l f'I4»' t�C�itt�YYrY�6l �'.Y+14rr.Y�fli?T - �f>Tt = ;:Y• • • • •�4 • orel-o IG w Swi tEsti>7 ator • • • • • • w Residential Estimator - Short Report • • • • • • • • • • • ti:p mw it. $$,-Oros • • 0000400 zi'rAib''ostiv, i vie 33: 34(% • • • riY (nary TWtV • • • • : • • 11 '„Yw"d@;f s3liff2 '4i L%`� UAV'�' • • • • .✓.�fi4 f+e"�YG 'sip '*f'S N6'r>�4� x f axe x, T"r .-:axr as'f *n;ry i ttillts„" Cost Data �yrY Dest t ( o ftft Unk C4 it 'tool ?:"� r.`. og� lvp x�;#Ar ffit 1698 $17t1A7 Z sqq�y Rep?Y1 1 GoV Now �aS A s i 1 33 S %%4„gg AASSs t oV,, data Oy CcireLogic.. Inc. Except for sterns and costs listed under "Addttgun Details, this SwiftEsfirriator report has been i ptyi1, ceci titihzing current cost data and is in c i'ipla nc With the Marshall & Swift L3censed Usel Certi icts This report authenticates the user as a curront Marshall Swift racer CoreLogic trrap�r'�k�e� _n>.�i 4'ir�tisru��s�.ee�snrrru�inFti E,'rur�zsr't�rsYrl.�x;; 777 Arthur Godfrey Rd_ Suite 209, Miami Beach, FL 33140 AERIAL MAP 000••9. 17 i' 0. Lender CLIENT DANIEL OCARIZ t` We I 4. I Subject'! 0NE 91 TER � MIAMI SHORES, FL < < 3 ,. Ng oc,AWL y. „¢ n +e: 777 Arthur Godfrey Rd . Suite 209, Miami Beach, FL 33140 LOCATION MAP Borrower. File No.: 17000889A Propel!y...Address: 1240 NE 91 ST TER ....................... . ..... . ....... . ...... . Case No. .. .. . .... . ............... Cay. MIAMI SHORES State FL Zip: 33138-3406 iiiscay,np, vark NF.", gat I 16A NF III#, St Jq 21h st Q, 111#1st " 0000 0 0 00 a 0 0 0 NE I I I 1h sl lb 0000 0 000000 0 0 *0 00 :000:0� NF N E i a i th St Miami counIfy 5 Day School 0 0 ?qi: ioSth 14 NE, PIF 1&2m w 49th St NE 48th St NE 107th M NE 971h $1 NF st Subject ff 1240 NE91 TER MIAMI SHORES, FL 33138-3406 P, St fJF 9e.4h St 51 W, W IRllh SA /3"r' a NF Wfi Sl 4, NE Rilh st "F/ NE 04111181 SA z NE 82ndSt NE, NW4 1,* NE P NF, 16th St z Z Mll ll' at lie 141 4 1 Wan 4' - NE, 7410) St NE l4th NF7*d,Sg ME 7 3 rd 81 �NE nr4. NE 12M Nf P, st $1 N Mih 7 t,- NE: 6 Wft SA I ................................. 11 -- - ........... . .............. . --- ----- Map data W01 7 Goo* 777 Arthur Godfrey Rd Suite 209, Miami Beach, FL 33140 . FLoonpLxwSuEro* �CV � = First Floor L101 LD 36' j IV FkW Area DIMENSION LIST ADDENDUM [Pw, File No. 17000889A pertyAddress 1216NE91STTER _ „__,_„_,Case No.tv MIAMI SHORES State, FL Zio 33138-3406 GROSS BUILDING AREA (GBA) 1,698 GROSS LIVING AREA (GLA) _—_ 1,698 Areas; - —t- 0 GSA Living t`100.00 .. - Lm,! i ......._...............1..: 735 84.51 84.51 00 Leve! 2 0.00 Level 3 -_- ........................-__0 .........................................0. _...._0 0.00 ..-0.00 Othe, 0 .....--..... -- 0.00 --- -0.00 --....._.........._...........__........__ GSA .............._.._ ..._......._..._......_....._..--- Basement EJ 0 _... Garage < 408 _ ..... n.... • • • • • • • •••••• Area Measurements Area Type �• Measurements Factor Total 1 Leveli Level2 Level3 Other Bsmt. Garage _..9_90 x 8.10 x 1_00 = — _. . 80.1_y X u Cl El ❑ El_ 1.8_80 x _._. 26,10 x ._ 1. 00 =---490.;68 X ❑ ID❑ ❑ __.28.10 x 28,60 x 100 = — 803.66 j � j ❑ ❑ _❑ 'L_� —12.10 x 5.00 x 100 .XI GO_50 X] _' == ❑ ❑ ❑ ❑ X-- x " l.._ El ❑ El _---- _..... _ ........................... ._J O i! ❑ O C x _--._ ❑ O C El ---- ......... - -- -- .... _............... x x .............. x--- x -- :_- ..... _................. x_ k-.._._ 0r' 0.t F] J _ ....... ..........._.............. % .__.._....� x _—... -:....................._._..._..... I......J �� ❑ ❑ ❑ l� x x _ J ❑ C ❑ ........................... ..._............... ............__ _ __..... r_::_ C C 0 x.--- .. x--_ -- . .................. C-i C C O C _ x---- x �..l O C C O .......................... .._........ _.................... ..... r r, ---...__._.._ x X_ O C O ---- ......... l 0 C C C ❑ i.j C C C ❑ C O O ❑ O x 0 O C C C _.___...... _ % _— —_............ _ O _ O rJ r _ XX J O C o El . ..._... __-._.. __-_ .... —% ---- -` 0 ❑ u ❑ 1 --.-............. Cl U I_..l E J C C C C ... ........................... x X I.._J 0 ❑ U 0 _......._._........ .--_— _.-- - —._..,_-_ x :............ ........... . ... ........ _......... I x -- ._ x h ... ........... _.._ 0 L:. C _._ .... — _.._.. _— �.._.._, .. .. t. J 1....J - (.__. 0 0 O D — — ___..._.._.__ __....-- X --.... .. .._....... ❑ ❑ O ---.. x X_--...______ C C O O x t - ---- >0 O U ❑ Ej ❑ C O % x = ............_............ .--- ..__............................ _; O O ❑ C • t • • 1. Borrowei, File No,: 17000889A ° Borrower: File No.: 17000889A _..... _ ........... — ---- --- .. .......... ...... --- -- Proporty_AddreSs 1240 NE 91ST TER __ ___ _._ _ Case No City, MIASHORES _ ._.__._... ..... State FL_.____ ..._..__-------3406 Lender. CLIENT.DANIEL OCARIZ rw ,� i i j z• SUBJECT'S EAST SIDE VIEW ENCLOSURE ELECTRICAL PANEL Borrower: File No.' 17000889A__ _ _. — --- ----._...__..... ..........._.. — — Frop ert Address 1240 NE 91ST TER —__.__.,_ __ Case No . Cam. MIAMI_SHORES _ _...._.State:. FL Zip: 33138-3406______ Y.Ds. Y `st';T�'J 7. ,,i+i7+F>r"&{�€ ri3fdat} 7?`i;i-�il.. Sfi'rxt't1wnY�t `µ'.. db' STATE OF FLOWDA DEPARTMENT OF BUSINESS AND SESSIONAL REGULATION FLORI J BIJ t"Ht ER? fFiFt� kF t$ #FIFt) UNC)FR THE 475, Ft f R TlC3 04-4,. 'f#t X 2020 Atw, v m''Ov kenvn u�, �t toin Do ',tier ttn, doownrr+'t rn arty tr?rrn P" is Wxrr kemr 8 A u;r4a! WlA ttn ;x)YW) * r,)tMer than the mv*nwe to r tt)xu (k'W'a ;rzt. m 777 Arthur Godfrey Rd_ Suite 209, Miami Beach, FL 33140 Dear Mr. Ismael Naranjo: Per your request, attached please find the updated appraisal requested by the City. As you can see, the appraiser's value is $199,805. Taking 50% of that number for purposes of FEMA's substantial improvement rule results in allowable improvements of $99,902.50. As you may recall, we are under this number. Please let us know if you have any additional questions. Also, I received a notice that the permit is about to expire. The only matters remaining are a final plumbing inspection and then the final inspections to close out the permit. I would appreciate your advising me as soon as possible if the cease and desist is now lifted so we can close out the permit. Thank you again, Daniel Ocariz . . .... ...... ...... .. .. ...... .... . ..... ...... .... ..... .. .. .... ...... ...... RECEIVED . . . . ...... •....• 14 •••••• MAR 00 C� � z^J ...... .... . . HUMANA. ��rr -2 - www.humana.com i Borrower: File No.: 17000889A Property Address: 1240 NE 91 ST TER Case No.. City: MIAMI SHORES State: FL Zip: 33138-3406 Lender: CLIENT:DANIEL OCARIZ a127d2017 1240 Vr:91ST I R MIAMI SilORI S. FL33138-3406 1te I }1111 taminpo w'a Miami 'Beach. FL 33139-37 I R 1'a Whom it Ntay Cancer: At your retloest. on April. ^_7. 2017. we ha-.e ;rnpectcd the above described property. I have been rctaintA to provide the -cast "jimator for Style ruW' rain the property refemriccd above. For this purps+se. I've Selected this rostra of pirmr:tat-00 to which to convey the neceswy information mihcr than u4nl appraisal fttrrm that Were created to present -.Market Value" methodotMv and estimates. It is t npcnant that the reader of Ciis report understands that this rcpon doe% not ctutililtnc an appntisai on the .ulbject property. but relics an estimate of Olt "Coat \ea" easing the Marshall S%0A E44,ator as tse source orinronn.atica and data. Thtrcrurv, t*%c utilized thtMitmhell';win I_Cl.dtr110r fa cOtl hasis w. Tvicv that is typically uteri rw • • • • appfnlsnl Crviccs). Not being a licensed contractor„ this infortnation provided may or nia�ar►oi be6 • • •••• adequate andor appmpriate to tits construction markcipiace. In addition, the total sgva o foctafsl • • • v.ati tevtscJ as per the rceltm-t of the cl.ent and city therefixe; this report has been revised whit lire • • i •••••• taste efl'cct ive date. • •• •• wise Cc esRD2750 ••:••: :a•• Description of the itnrinwemrnts: • • • • • Year of consinlclion:...................................19$3 • • • • Number (if stories .............. ..,,...,.,....... ...,........,Ouse a �..... • A oral square rootage ...... ......... ........ . • . .. . ..... ... .................. 1.691 +%R. • • • • • Current usc:................................................................ Single Fnmtly • • • • • • • • Condition of the alnttaulr:.................................,.....,........,..,,.Avcra >c • Exterior %wall construction ---......................... ........................... Chs • lntcrior Wall construction ......................................................Painted Plaster • Foundsuon type .................................................Reinforces! Poured Concrete • Roosts+e................................ ... ................................Tar k Gravel • 11VAC..............................................................:...Individual wall units Legal Deicriptiorc UOFT I,OT 29 & LOT 30 I,FSS MY SFT HLK 2 1VATERSEDOF, 1113 0,1141 777 Arthur Godfrey Rd., Suite 209, Miami tiea0h, t-t. 3314U Borrower: File No.: 17000889A Properly Address: 1240 NE 91 ST TER Case No.: City: MIAMI SHORES State: FL Zip: 33138-3406 Lender: CLIENTOANIEL OCARIZ Corcl.ogic I Reridemialrvinnaier - Repcm Page i or 1 Corel-ogic - SwiftEstimator Residential Estimator • Short Report , L_t—wa ID 17000869 Proper/ Ownet D9n.•d Oca0z Addles$ 1240 Nb 91V'rerfVe l C y Worm Shores S, twProvilyza FL ZIP;Po5,31 Code 331383406 S_veyed By Gay Twist S:r.vey Date 412U2017 A,,,-ptm i roe 50% Ririe Cost As G" 0212019 I Reticence Type SiINw!arr* Residence Cost Data Description Units Unit Cost Total Dose Cost 1.698 $132 57 $225 104 f3e11ec 5:rtec L e Toat Cos, 1'e9a $1715 57 s289.ps Sit --owl Extras S24,001 RW:c_rtcnt Cost New 1.Ma $191 33 5324.pSS Pt scst + F irWrona- Deprec,aton 38 5% $125 bat Tcr:I Deprecwted Cast $199 V5 1001 5129.635 *ego Gott data 6y Coret_og.c, Irc . . .. —Except for items and costs listed under `Addition Details," this SwrftEstimator report has been • • • • produced utilizing current cost data and is in comp;.arse with the Marshall 8 Swift LSc HUH user Certificate This report authenticates the user as a current Marsha's & Swift user "`• • • • • i % • • • • hops:/hvwws++iflrst',rnaror.com�mairJRtJrcportc+tlunt.ust+ t113r`01'1 777 Arthur Godfrey Rd., Suite 209, Miami Beach, FL 33140 ,At r ,,�1}��JY*.�� •+, „� ��,.�y` «�t� _4r ,r �" ' ,�' I j "� N <p #"'I � .�°,vlaj,'} k ; ,i' ,�� "'y'� .•a � 'r !P`�'t +��M1� ..'� "�. � � 11!" � : "' � ""`� •yam �,�`✓"��"�'�, •.,w' " r„ „ ee girl z • 01 Subject 1240 NE 91 TER MIAMI SHORES. FL 13139-3406 • � , p, . .. `�`? mil+ � d ♦Iw G i 4 � y, 1 -# e M p ru ' w , blip data 02017 Google Imaqery ®20171 LOCATION MAP NE 91 ST TER Stale: FL HlScayne Park ItNEitbin. a HE t t 5tfi St HE 115th St t4F 114th t* 113th St NF 113th St HE 1121h St h St C'`i I *, NE 111th St D HE 111thSt d;. m HE 111 tfi St h 1 err•ce %, s a m NE 110lh St h SI _ ¢ � St � N D � HE 109th St NF 109th ,�` 2' D HE 108th St 3 n HE 1081h St St Q NE 1071n 5t Miami Country NE 0ua9stde lefr•ce HE 10-1th a, Day $ChOi.1I p Y 5 `o iOvrersHMe 1•frAkCf HE t 05kh 9t -R— N€1R5thst NE 't to th $t HE 103fd FA w 102rtd 9t ' NE 101at 1, ro f rn NF991hSt v�7NE93thSt d* HE 38en St ��`° NE 48th St 7 t (`c NB 97th St HE 97th St NE jfMl St Subject 1240 HE 91 TER n m 2 4 MIAMI SHORES, FL 33138-3406 n 1n m m HE 42nd $t I St C ' NF al ,t F�*irsre m Qv Z HE 9Mh St n m HE Stan st � HE 901h St NE�Bt#rSt HE 88th St HE 871h St 14vt HE B Jth St `at HE 86th Ste NE 86th 4 o 9t HE 85th St NE 85th .7t Est HE 64th St C 9t B St m Y •••••• •• •• • •••••• • • • • • • • *.:.a* n 2 He m ;F NE, 87rtd St a t�r�iu; arr NarBor NF81stSt NEBoth St HE 19th $t vsa ra NE 79tf1 St a , L C7 NE'Ti'tt+9t r. '„ u HE 16thSt k g rrn m s Belle Meade > NE7att,91 :151711d HE 74th St r) x a NF 731d SA ^ NE 73rd Si NE 72nd 1• rare Belie Meade Blvd m t tlt/sltavt. v� HE 72nd St HE 72nd St HE 1151 SL �yNE 70th St W A }+� n HE 69th St z Y r , :' Map data l%Y 017 Google 777 Arthur Godfrey Rd., Suite 209, Miami Beach, FL 33140 FLOORPLAN SKETCH Borrower: File No.. 17000889A Property Address: 1240 NE 91 ST TER Case No: City. MIAMI SHORES State: FL Zip: 33138-3406 Lender CLIENT:DANIEL OCARIZ 28 7 ''/e" rn _o N OC? � CN w vd. R06" 12' [Area: 134 fta] •"• 4' First Floor a Flobf'AI& ' 14' 7 % [Area: 1435 ft2] Area: 2g3 It '• Parch < ••••• 4 •••••• • • •••• • cfl �i • • • •••••• • • t •• s ae • •• •••• 36' 8 It� First %lour 1435.C9 tt' Firat Floor x 1.00 - 1435.03 W iSi Floox Area 262.8 rt'❑ 9'low x B'1 �:x i.Oo. BO.t 911' 18 9 X" x 26' 1 :r' . t0 i - 490.68 It' Cac. Patin 13417 fl' 0 2$1Wx 28'7 h"x 1.00- BM366 RT Porch 16.00R' 0 12'1Wx 5'x 1.00- 60WW ia[ Floor Area x 1.00.262.8 ft 12'x 21'10'd-x 1.00- 262..8.R' 777 Arthur Godfrey Rd., Suite 2U9, Miami beach, I-L 3314U DIMENSION LIST ADDENDUM Borrower File No.. 17000889A Properly Address: 1240 NE 91 ST TER Case No.: City. MIAMI SHORES State: FL Zip: 33138-3406 Lender CLIENT:DANIEL OCARIZ •••• • • .... . . • • •••••• • •••• • •• • •••••• • •• • • • .••• GROSS BUILDING AREA (GBA) 1,698 GROSS LIVING AREA (GLA) 1,698 Area(s) Area %o(GLA % of GBA Living Leven Level2 Level3 Other 1,698 84.51 100.00 1,435 84.51 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 GBA Basement ❑ Garage ❑ D 0 408 Area Measurements Area Type Measurements Factor Total Level Level Level Other Bsmt. Garage 9.90 x �4 x �Q = 60.19 o D D D 0 0 18.80 x 26.10 x 1.00 = 490.68 ❑X ❑ ❑ ❑ ❑ ❑ 2�1 Q x �Q x 1�Q = 803.66 ❑X ❑ ❑ ❑ ❑ ❑ 12.10 x 5.00 x 1.00 = 60.50 ❑X ❑ ❑ ❑ ❑ ❑ x x= O D O O O '.�7• x x= O O � ••®• x z - O D x x= O O O O O "fl' x x _ • • x x _ ❑ ❑ ❑ ❑ ❑ '•�n• x x _ x x x x= D O O O D. O. x x _ • • x x _ ❑ ❑ D ❑ ❑ • • � x x= O O D D O O x x = O O D D O O x x= O D O O D O x x= O O D O O O x x = O D O D O O x x= O O D O O D x x= O O O D O O x x _ ❑ ❑ ❑ ❑ D ❑ x x _ ❑ D ❑ ❑ ❑ ❑ x x= D O O O O O x x= D O O O D O x x= O O O O D O x x= D O D O D O x x= D O O O D O x x _ ❑ ❑ ❑ ❑ D ❑ x x= O o D 0 0 0 Borrower: File No.: 17000889A Property Address: 1240 NE 91 ST TER Case No.: City MIAMI SHORES State: FL Zip: 33138-3406 Lender: CLIENT:DANIEL OCARIZ FRONT REAR •••••• •• •• •••••• • •s•••• .•s• ••••• •• •• •••• •••••• • • • • • •••••• • • • • • • • • STREET 1' 11J11, J -119 ACI sn0wele. 800.288.8727 wwx.advxt— PHT80521201.3 Borrower: File No.: 17000889A Property Address: 1240 NE 91ST TER Case No.: City: MIAMI SHORES State: FL Zip: 33138-3406 Lender: CLIENT:DANIEL OCARIZ SUBJECT'S EAST SIDE VIEW ENCLOSURE ELECTRICAL PANEL • • Pmaixen ��si�y an �orcware, BM IIa e7n —nwP wm PHrt Borrower: File No.: 17000889A Property Address: 1240 NE 91 ST TER Case No.: City: MIAMI SHORES State: FL Zip: 33138-3406 Lender: CLIENT:DANIEL OCARIZ klCK scam,(L()'V[RNt79i )tklAT)," IACWK SCCRL'TAV dbmr 11 STATE OF FLORIDA DEPARTMENT OF RUSINE5S-AND PRQFESSIONAL REGULATION . I It , FLORIDA FtEAt:ESTATE P9AISAL BD .. • THE CERTIFIED RESIDENTIAL APPRAISER.FW IN IS J!PRVIEIED UNDER THC • • • • • • PROVJ&PF•CHAP,79475,FtORIOA STATUTES • • • •' `' i TWIST,tARY R •••••• tea' ' 7t•RTHURtt7UFREY.Rb .t, •••••• %* •• h SUITE IW +`i h+IJAMI,Er-hJ:ii F1,33146 • • , •• •• ••• ' I ` Y J: EQI ,F)NUMBER p,?27 i • i • • EXPIRATIi7N DATE�"OVEMBER 30. 2020 • • • Always verify lkt—As online at MyrlortdaLlceme.com • • • • • Do not ah et this document In any form. D This k your Ilcense It is unlawfu• for anyone other than the rcensee to use th,s document. 777 Arthur Godfrey Rd., Suite 209, Miami Beach, FL 33140 SNORES G�! sell n� � Miami Shores Village �.� OBuilding Department R1Dp' 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 PERMIT #: � �, - P 11 I, ❑ C ractor Owner ❑ Architect Picked up 2 sets of plans and (other) RECEIPT DATE: t42 2 nl Address: 12,gO Nc 71 7;. t, " M ( 4 S �rU f Pc' From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Acknowledged by, to continue permitting process. PERMIT CLEARK INITIAL: RESUBMITTED DATE: rr Z PERMIT CLEARK INITIAL: ,5Hones�P Miami Shores Village ?�, Building Department 10050'NE72Xd Ave. y�MT ��oA,op Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 3/20/18 Permit No.: RC17-116 Project Address: 1240 NE 91ST TERR. Page 1 of 1 1. PROVIDE DETAIL TO SHOW HOW EXTERIOR BLOCK WALLS AND THE GARAGE DOOR OPENING ARE TO BE FILLED IN. ALL NEW VERTICAL REINFORCEMENT STEEL MUST BE TIE INTO AND RUN CONTINUOUS FROM THE EXITING FOUNDATIONS TO THE ROOF LEVEL CONCRETE BEAMS. ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE ( . . Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 03-28-2018 Permit Number: Rev-18-616 Rejection Comments: 1. The scope of work reflected on the application does not reflect the full scope of work for the revised plans. 2. According to the information provided on the plans you are relocating the front building entrance. Planning and zoning approval is required prior to building review. 3. Provide complete set of plans with details and specifications for the entire project. 4. Provide detail, itemized job cost estimate for the new scope of work reflected on the plans. 5. Cloud in all changes, mark with delta and date. Do not remove void sheets from set mark as city copy. Ismael Naranjo, BO Building Director Email: bonmsvfl.aov gN R Miami Shores Village r' Building Department 10050 NE 2"d Ave. niI Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 3/20/18 Permit No.: RC17-116 Project Address: 1240 NE 91 ST TERR. Page I of 1 1. PROVIDE DETAIL TO SHOW HOW EXTERIOR BLOCK WALLS AND THE GARAGE DOOR OPENING ARE TO BE FILLED IN. ALL NEW VERTICAL REINFORCEMENT STEEL MUST BE TIE INTO AND RUN CONTINUOUS FROM THE EXITING FOUNDATIONS TO THE ROOF LEVEL CONCRETE BEAMS. ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE M IAMI-DADE ME DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 MIAMI-DADE COUNTY J41DUCT CONTROL SECTION RESOUR ya) 1805 SW 26 Street, Room 208 315-2590 F (786) 315-2599 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;he 4uthority • Having Jurisdiction (AHJ). ...... • • ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dane doirnty Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dad8 f_1J aty) reserve to to have this product or material tested for quality assurance purposes. If this pWt1dt'or material fails ju• • • perform in the accepted manner, the manufacturer will incur the expense of such►?604 g andhgAUJ may • immediately revoke, modify, or suspend the use of such product or material withi'*�e jurisdiction. RER . reserves the right to revoke this acceptance, if it is determined by Miami-Dade.�puflty Pro.. Contror 9 6 * • Section that this product or material fails to meet the requirements of the applicablehWWng code.. • • This product is approved as described herein, and has been designed to complywil the Flarida.Buildirg..;. Code, including the High Velocity Hurricane Zone.- • . ..... . DESCRIPTION: Series "�ndcw—L SH-7700 (Flange Frame)" Aluminum Single Hung WMW. ' .. . APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window', sheets 1 through 5 of 5, dated 05/27/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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. N%SILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. Faflure 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 revises NOA No.16-1003.01 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. MIAMFDADE COUNTY z- NOA No. 17-1212.21 III ` �� Expiration Date: December 27, 2021 4 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EV1DENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Na. 09-0796.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision D dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B.. .TESTS • �. -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 • • • • • • w with marked -up drawings and installation diagram off an aluminum single hung • ..... ow, prepared by Hurricane Engineering .& Testing, Inc., Test Reports No. BETI- • • • • • . : VVIS A and B ET"9-2530B, dated 03/M?/09, signed and sealed by Candido F. ...... .... .. P.E. (Submitted under NOA No. 09-0706.09) Testseports 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 single hung window, prepared by Hurricane Engineering & Testing, Inc., an Test Reports No. HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08=2062A & B, HETI-08-2063A .&B, IMTI-08-2064A & B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F'TL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed .and sealed by Luis Antonia Figueredo, P.E. (Submitted under NOA No. 01-1009.01) _C. CALCULATIONS 1. Anchor verification -calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated_05/29/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No.11-0705.09) 2. Glazing ccanplies with A.STM E1300-09 Stfang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December27,2021 ApprovatDate: February 01,.2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifoi® Ultraclear, Clear and Color PVB Interlayers" date Q 1/1 9M 7, expiring• • • ; • on 07/08/19. ' ...... . ..... 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chomiral Compaay (MA) for their "Saflex Clear and Color Glass Interlayers" dated V/C-W17, exVon ." 05/21/21. "" ••••• .. .. .... ...... F. STATEMENTS •..... •• 1. Statement letter of conformance, complying with FBC-6` I;ditiori (201�, and of financial interest dated November 17 2017 issued b n:anyfacturer' si •'ed and sealed by Thomas J. Sotos, P.E_ " " ' • 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted underNO.4 No.11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and seated by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08- 2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G OTHERS 1. Notice of Acceptance No. 16-1003.01, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 12/15/16 and expiring on 12/27/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 E-2 INSTALLATION AMOdtA- W 4 MAX. AT FRAME HEAD aP MOCE PER FRAME SILL co FRAME JAMBS CKE Dw 1-111% MAX M VDIDW FLAMM FRAME VIMM 4 4 M A p.LO,M W }C I A7 W C 6' AEETINCi L� . . .O ... . . . .. .. . . .. .. ... . . . . ... . . INSTALLATION MIOaRS. V•ITK1H IINID* FRAME VIM • W i M7�Ar IRONS MEAD�.4 !VU+OM FIANCE FRAME vc.iN W 4 MAX AT MUD • • CD HIM PER FRAM 49'Lcb HOME PLRMAME SIL rMx . FC�FRME•%AMS C: EE SMIETo TTWE JAMS (SEE SHEET 94) Y ALL N , e �/�x =_; - F • • i -- .Piz= Zo O • • • • • L^ B=. 0 VFid • ••• • • • A 11 1 it w 1 ' I AT Ti NEETOFG 6' MMIAI F T � 6•MAX b'MAX EXT. L INT. FALSE EOLONIAL C' IRMTIMS ARE APPLIED V/ EXT. L PIT. FALSE EDLDNUL �T.pp. fin' V/ SILICONE AND ARE Mtn' V,HLOSILL ARE APPLIED V/ VIMOV BUGf VIBTN VWIOV BUCtS VIBTN AVAILABLE AS OPTIONAL. VDF➢W LUCK WIDTH V/ SILICONE AND ARE AVAILABLE AS OPTIOIML. 48" x 78" EQUAL LLTE ELEVATION UN —EQUAL LITE RADIUS ELEVATION UN —EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LIME AND RADIUS IMAD (LIMITED TO LOADS ON SHEET 4 OF 5) (ILITL'D TO LOADS ON == 4 OF 5) General Notes: (LIMITED TO LOADS ON SHEET 4 OF 5) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME - 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH TF3 REQUIREMENTS 32tev OF THE FLORIDA BUILDING CODE (2014-ELL Edition & 2017-516 Edltba) INCLUDING MSTALLATTDIF ANObtp ��FnLAHM FRAM[ VtOTN HIGH VELOCITY HURRICANE ZONE VELOCITY AND ASTM 1300-09. W 4 MAX. AT FRAME(mod) SD Noe PER FRAM SILL U fTHIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) <0 FRAFE JAMS (S'EE SNEYT t4) AX nE. I- 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT THE BUILDING Q MA RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO MWEED THESE MAXIMUM[ SPACINGS ON CENTER (O.C.) AND AS TABULATED ON MEW 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET /3). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SKEET /3). 5.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. ea FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEEP 3. 9.) MIT. & INT. FALSE COLONIAL MUNTIt3 ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SELECT 02 FOR DETAIL & NOTES) WOOD BUCKS TO HE ANCHORED IN COMPLIANCE WITH THE FHC CHAPTER 24. SECTION 11.3.3.3. 11 APPROVAL APPED:S TO SINGLE 1 N OR SIDE BY SIDE YUIIED UNITS 11 ge 4 6• A7 coRNERs Ma O.L.O.YA th MA.A t•� .45111 `1 J z al I .t D Y FRODUCT REVISED D��YCM{ Fh: Fbride AewpsNr Nb -IA12.zi 12.) WILLING SINGLE HUNG WINDOWS WITH OTiffit TYPES OF 1DA1I-DOOM COUNTY APPROVED WINDOWS USING A MIIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT. L ENT. FALSE COLOMAL C E.BIF.Ikm t).lcyj l Dy� BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MIA TINS ARE APPLIED V/ eater V/ SILICONE AND AREAVAILABLE MMW DN* PFo61NS CboRc1 70 THE ENTIRE MULLED SYSTEM. AS OPTIONAL. VRmDV a" VIE+ 13.) SEE SHEET / 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE 70 LOADS ON 3HldR 4 OF 5) PAINTED OR PLATED AND SHALL MEET THE FLORIDA BLDG. CODE.(t1MDIED C o ¢ � � h h� y W�YI -C ;gFQrF y W z C ir= c 77 O �Za ! o g 2 e O 1 0 81 Z 1 � I 1/4' TAPCON W/ 1 1/4 MIN. EMBEDMENT INTO CONC. ALL WOOD BUCKS ENGINEERED SEPARATELY — (SEE ELEVATION AT SHEET 01 L TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS I I/8' NM 3 EDGE tY ! '• . ti � • " IE}NE4DME](T cl� .:P• •y•••a .. we'4' . • `a. •' a: EXTERIOR GRADE PERIMETER CAULKING , 1 EXTERIOR 3 C. O SILICONE ADHESIVE I BEDDING COMPOUND LAMINATED GLASS 4 11M� INTERIOR RAES 18 EXT. GRADE CAULK s OB Mll 4 ". ' v a •: a 0 EXT. 214 SAS. W/ 1 1/4' MIK EMBEDMENT INTO VOOA (SEE ELEVATION AT SHEET B] FOR MAX FASTENER SPACING) fob •14 SINS. W/ 1 1/4' NOL EMBEDMENT INTO VOI (SEE ELEVATION AT SKI FOR MAX FASTENER SPAC CA G CA L TED GLASS ..I -i..: PT. vDOD BUCKS ]UND b S INTERIOR 1/4• TAPCO( W/ 1 1/4• T 1 IB MIN. EMBEDMENT INTO COME. ` (SEE ELEVATION AT SHEET RI 1/1 c O1 FOR MAX FASTENER SPACING) . v1 3SM 12 B EM Ma W • ;•; '. EDGE DISTANCE EXTERIOR O :•+ EXTERIOR GRADE.?v�,+",y PERIMETER CAULKING -vDMIQV FRAME VIDM O WINDOW INSTAIIJ110N NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. r GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK \ BY OTHERS (TYP.) • TTM MEE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS I=$ THAN 1/8% SHDIS ARE NOT REQUIRED. ANCHORS NOTE: i' ANCHORS TO BE 812 SINS OR VD. SCREWS INTO WOOD, OR 1 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO COMIC., R WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD at 1 CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) R k S •• ••• • • • • • •• MAX. • • • • • • • • • • HIN • • • • • • • • YP •• ••• •• • • s • •• PRODUCT RDVISF.O cc4e Uie florido a it • ••• • • • • • ••• ••• ••• rN�DCIO 111' 2A �p • • • • • • • BT p7p • • • • • i • • MiM� D�0 �'. QOMO1 F • • •• • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 5 B • B al � I c t no 4 11 sturnc Dprtcwr. A1lcE-01CRE EAD 5731 TRDCO SPECTAUN e I "I, 3EMN LAMINATED GLASS COMPOSITION - TYPE 2 SILLS M y 4atiw CMwCM 4a e Dnr PLAuru Mio•AT[R _ 1 Lrr a [/r INFIELD GLASS LAMINATED GLASS COWPOSITION - TYPE 3 Lid Naar DBBauTNl1 arm -7-ot macat" a.Ats - - _ DSPr PLASTIC MTERIATEO- 3 yr AI'IEALm GLASS AT�1 eaw LAIMNATED GLASS COMPOSITION -TYPE 4 T01 manHBeumCLnav uIRRAa t yr EALED ASS T illOflFGL Pvs y s G&W PLASTIC baCO AT N41P.- J117 1/r ANNEALED MASS 4I A COMPOSITION -ME 5 e1cl Blas n K + 4 4 P.4 KiPwOSrie0.y M by Awnm I.M[. !t a a1/aD4'r PAtwi t/r NEArsmOorU 11 'SLKOt QTtw2'. a CdItlIG .97 1CMQ-IOiIEAD 3731 TsrA1C0 sPOtinAH 2 IX CO ON NN[OI CLAN EOs!>dlllmf 4.3 LAMwTD usCRIPIM 1 1/0' HEAT-STIENG4TOp (LASS1 Tx=rtL M y A.w m Twc4 e U4r PLASTIC IMOEATCRLv a IOR I/r NEAT-STROOED GLASSK—y 1/4' INSMEALED ATED AIR SPACE s Vr ANGUST LAM tAHINATED GLASS COMPOSITION tiaM cuss mscTl mx OtlALL 1Almua I Lr ANEALED GLASS 1 D caw PLASTIC MTORATER Lr Swmux M y a t/r ANEISD AGLASS0 [...wen 0ur4n1 cs 4 1/4' D4IAATED AIR SPACEul-4s yr ArKALED GLASS GLAZING DETAILS AND OPTIONS NOTE: WINDOWS WITH GLASS TYPES '8 k 7' INSTALLED ABOVE 301t IN THE HVIM THE I.O. IN THE EX=OR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISM IMPACT RESISTANCE REQUIREMENTS (rW-2017. Chapter 24 Section 2411.3.3.7). . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . 1114 S.KL V. 1 1/4' NRL EMBEDMENT INTO vWO CSEE ELEVATION AT SHEET M • 26 FOR MAIL FASTENER SPACINfil aVa�la+a INTERIQEt• • 6 • • • 6 • • Or By LAVSw tNWSTRA2. • • • • • "T. aax BACK sED " 25 21 TO eE APPLIED tEI.MD 5 VIHL FRAME FLANGE By PHI Pa INSTALLER ".) Go,• • • • - •• t 0 . • •.• • •; ;LQCIC•LgTCFrAND SHEEP) OPTIONS DT OTHERS (rn I L14• NIN. 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LACKS ARE QUAURM FOR USE ON ALL WINDOWS. ED 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUAUFIND »» FOR USE ON AFL WINDOWS. EXTERIOR 3. TWO (2) LACKS ARE REQUIRED PER EACH VENT. Gil FJKLKD" ICI Dr C 1 ,� TO BE APPLO B. oTHERs m.� fTICCO OVOI METAL LATH MAILED TO IJITOUM GRADE PLYVmO SHEAINIKG TO DE SPECIFIED BT ARCHITECT M G.C. WOOD FRAME INSTALLATION DETALI_• ALUMINUM MULLION SEE MULUON APPROVALS FOR 0 IZ R 2/4' S.DS. MULLION TYPE. SIZE AND MAX FLAT HEAD, PHILLIHS. OESIGN PRESSIIRE LtM0AT10N5. (SEE ELEVATION AND (W" 0.078- UK TNKX) DP TABLES FOR OUANTF AND FASTENER SPACING NOTE: THE LOWER OF JA HUNG W0100W OR MULL SHIALL WVEION MULL SHALL GOVERN INTERIOR EXTERIOR /@ ExTFRtart Ia:ADE PERIMETER CAULKING FRAME I(Lti.T.ING DETAIL. —SEE MULLION APPROVALS FOR MULLION ME. SIZE AND MAX. DESIGN PRESSURE LWATICOM INTERIOR NOTE: THE LOWER PRESSURES OF SW(IIE L/4• NAX HUNG ""DOW OR MULL SHALL OOLOI N SHIN FlaEIEV.SFOR SP L / NOTE: 1. AL STEEL W CONTACT WITH ANAL TO BE PANTED OR PLATED. 2. META_ STRUCTURES: A) STEEL : Fy - 36 KSI LAN. (STEEL. 18 GA. WIN. THICK - 0.04a) .=4n$wMoaT FRAME B) ALUWUM : e063-TS MW. SEALANT EXTERIOR © (ALUM. 0.076- MIN. TIRCK) 1 METAL STRUCTURE ATTACHMENT DETAILI PRim NCr REVISED AarrKh t1e Florida B= K% 11- I & u 21 I By MiOmi Dade PMeOra C4HLDa1 o „�O o I. h n y I 10 3 z E 3�v < h Z s3g0 adid R k o e o o a z z 8 F va 1 19.125 1 63 PACITY(PSF) - VIEW WINDOWS W/ 3H VENTS 0 • / - Pressures (Psf) Jamb Glass Typ• Glass Type Glass Type anchors 4 5 6 60.0 80.0 80.0 60.0 80.0 80.0 6 80.0 80.0 80.0 50.0 00.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 �l\\ 60.0 $0.0 1 80.0 60.0 80.0 80.0 6 60.0 80.0 80.0 60.0 80.0 $0.0 60.0 80.0 80.0 40// 60.0 60.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 6 60.0 80.0 80.0 60.0 80.0 80.0 / 60.0 80.0 80.0 6010 80.0 80.0 $0.0 80.0 $0.0 6 60.0 $0.0 80.0 80.5 00.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 8 60.0 80.0 80.0 59.0 79.0 79.0 PA CITY (PSl7 - VIEW WINDOWS W/ 4H VENTS tR + / - Pressures (jsn Jamb Glass Type Glass Type Glass Type Inchors 4 5 6 60.0 80.0 80.0 60.0 80.0 80.0 6 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 LZI 60.0 80.0 80.0 6 60.0 80.0 80.0 60.0 80.0 80.0 60 0 80 0 80 0 APPROVED R R R W d i t i uB a • • • • • • i i • • • �s►ksk:tor 60.0 80.0 80.0 CONF[GUR_4TIONS • • • • • • • • • �<<•�`'' �` b33 ��r,, 60.0 80.0 80.0 UN-EQ IAL 1;_>T s • • • • .`. �5 .•.. ... N��,i 60.0 80.0 80.0 i j� •i j •�/i • •�� • p r LL 6 8 600 80 0 80 0 % �j %�� %/. % ��\-cv&CLrRry s�D o DESIGN LOAD CAPACITY (PSF) - EQW L LITE WWOWS - - WINDOW # Jamb Anchors2 + /. phasauras am* GlanType GlauType 3 GlanType 4 GlanType 6 GlasType 6 Glass Type 7 HEIGHT 26 480.0 1 00.0 80.0 60.0 80.0 60.0 $0.0 28 80.0 80.0 60.0 W.0 80.0 80.0 R 2B W.0 60.0 80.0 80.0 W.0 28 80.0 60.0 60.0 80.0 $0.0 80.0 26 80.0 80.0 60.0 80.0 80.0 SOLO 26 80.0 80.0 60.0 90.0 W.0 80.0 19.125 38.375 4 $0.0 80.0 60.0 80.0 80.0 80.0 26.5 38.375 $0.0 80.0 60.0 80.0 80.0 80.0 37 38375 80.0 80.0 60.0 W.0 80.0 80.0 42 38375 $0.0 W.0 60.0 80.0 80.0 800 48 38.375 W.0 800 60.0 80.0 W.0 80.0 53.125 38.375 80.0 W.0 60.0 W.0 80.0 80.0 19.125 50,625 6 W.0 80.0 W.0 80.0 80.0 80.0 26.5 50.625 80.0 W.0 60.0 6Q0 00.0 00.0 37 80.0 $0.0 00.0 60.0 80.0 80.0 42 1501�5 80.0 W.0 60.0 W.0 80.0 800 48 80.0 80.0 60.0 80.0 W.0 8Q0 53.125 80.0 80.0 50.0 80.0 80.0 80.0 19.125 59 6 80.0 80.0 00.0 80.0 80.0 no 26.5 59 80.0 80.0 60.0 $0.0 80.0 80.0 37 59 W.0 80.0 80.0 80.0 W.0 800 42 59 W.0 80.0 60.0 80.0 60.0 80.0 48 59 W.0 80.0 - - 00.0 53.125 59 W.0 80.0 - 80.0 19.125 63 6 W.0 80.0 60.0 80.0 W.0 80.0 28.5 63 80.0 80.0 00.0 80.0 80.0 8Qo 37 83 80.0 Wo 60.0 80.0 80.0 800 42 63 B0.0 W.0 60.0 80.0 80.0 1 SOLO 48 63 W.0 WO 80.0 53.125 63 80.0 80.0 - - W.0 19.125 74.25 8 W.0 80.0 60.0 80.0 $0.0 W.0 26.5 74.25 80.0 W.0 60.0 80.0 80.0 SOLO 37 74.25 80.0 80.0 80.0 42 7425 80.0 80.0 W.0 48 74.25 80.0 80.0 80.0 53.125 74.25 74.0 77.0 80.0 19.125 78 6 80.0 80.o 60.0 80.0 80.0 80.0 26.5 78 80.0 W.0 W.0 80.0 80.0 80.0 37 76 W.0 80.0 SOLO 42 78 79.0 79.0 7RO 48 78 71.0 71.6 71.0 z a'�dYq with Umn ids 4.25 60.0 80.0 80.0 aedifts cod. 4.25 1 60.0 80.0 80.0 • • • • • • • A°0`A1°C° No u'zt its Q .. • • , . • • f.• • •a 78 60.0 80.0 80.0 /j • (%: •/% •\ • Dr , 78 60.0 80.0 80.0 • �t •' • • ' :: `� sttm p,d< g 78 8 60.0 80.0 80.0 d 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS - EQUAL L= ••• • • • • •• • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lu FRAME HEAD L-7701 1 = M2 esst --I ( 00-n AU4mMt ) FRAME SILL L-7702 FIXED MEETING RAIL L-7704 FRAME JAMB L-77C' O VENT INTERLOCK RAH, VENT 807TOM RAIL VENT JAMB RAIL L-7703 L-7706 L-7707 Ol WIN-" 6Ii'IOIY■) ©( 4tea-n AtiDaM O (area-n aVntav■ 1 l.>7S� 2.462 T die ui3 n A ■6z VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7539 L-�� L-7711 L-4204 ms Jost (seo-n uummx) (6oq-ts 4tveann) (�-� +�„� p _m its .7731 M ... . • e ♦e• • • . .. •• • ♦ . •• e• • • • ... . . . . ... . . I O • ' \ FRAME TOP CORNER • • • • • • `\ O �\ 3 -�, VENT TOP CORNER 9 ~ vEmr ,humm PALL &A an roA i BILL OF MATERIAIS ern11 P ♦/ DE: Ai REMARY9 e1 01. 1 • 1 ♦ FI FRAM HEAD 6%3-T6 ALUMINUM e2 L-080t • 1 FIMFRA LL 6063-T6 ALUMINUM ♦ L- 3 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-76 ALUMINUM 5 L-7703 1 V NT ETING (TOP) RAIL 6063-T6 ALUMINUM ♦ 6 L-4706 • P • VLrNT B TTOM (LATCH) RAIL6063-T6 ALUMINUM 7 L- jp ♦ i ViNT•JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 •L- O' (Ze Z NF♦.&EA➢ C 3/8') 6063-T5 ALUMINUM 9 FS-006 AS REO'A FRAME ASSEMBLY SCREWS •8 X 3/4' P.M. PHILLIPS 10 FS-040 AS REDD. INSTALLATION SCREWS 414 X 1 1/4' FJL/PHIL. 11 L-7531 AS REO'D. BULB VINYL VTS'P 1/4' DIA BULB #3033 12 PWS-003 AS REO'A FIN SEAL WEATHERSTRIP .187'x230' 13 PVS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.330' 14 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024-1 2 SELF ADHESIVE PILE PAD V4' X 1 1/2' 16 L-7711 AS REO D. GLAZING BEAD/ INSULATED 6063-TS ALUMINUM 17 L-4204 AS REO'D. GLAZING HEAD - RADIUS 6063-T5 ALUMINUM 16 L-77231 1 SASH BALANCE CAN/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK 4 TACKLE BALANCE BSI Balance System 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 ■ AS RE01D. GLAZING SILICONE SEE GLAZING 2 SHT. 3 24 ■ 2 LamMtated Gloss SEE GLAZING DETAILS 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON 26 KC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 ■ 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 I SCREEN FRAME & MESH 29 L-7730 1 PROYUCT LABEL 30 x ■ ■ ■ 31ISM-5504 AS REWDLIJOINT SEALANT SM-5504 32 ■ AS REQ'Dj PERIMETER ACRYLIC CAULK DSI POLYSEAMSEAL PRCAtK'T ME VISr0 -MOY Nuilh the FW4. Expxao'a■ D. 1 DY Coda Pladixf e E c 1_ ic ac Z 0 :4 da dZ i c1l LL o z ° Ra v tilt 0 e A M IAM FDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidaae.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 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 Count..y. RER I ...• .. Product Control Section to be used in Miami Dade County and other areas where allowed by 11W.4:4hority ' . Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dada VcMfty Product Controt • • •' Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade G'ounty) resipe4e right. 00 to have this product or material tested for quality assurance purposes. If this pro �cuc1,q� material fails to..:*. perform in the accepted manner, the manufacturer will incur the expense of such V;fiug'and tli%.W 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 Procjqq;.Fpntrol" Section that this product or material fails to meet the requirements of the applicable tuil4it% codd. :....: This product is approved as described herein, and has been designed to comply witif the Florida Building • Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HS-8700 (Flange -Frame)" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets I through 10 of 10, dated 05/30/09, with revision D, dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, 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, 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 Building Official. This NOA revises NOA No. 17-0222.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 17-1212.17 ML4MMADECOUNTY V 112.6/Z0/8 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBWrTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. *TESTS •' .:...:1. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 ""' • • •long with marked -up drawings and installation diagram of an aluminum horizontal •• sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by .:.... ; •:f iirricane Engineering & Testing, Inc., Test Reports No. HETI-10-3049 and HTTI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. .. • • . .00 :. • (Submitted under NOA No.11-0705.10) • •' 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/1.1, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, BETI-10-3131, HETI-10-3224 and BETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11 -0 705. 10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11 -0 705.10) sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. 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, TAS 202 94 • along with marked -up drawings and installation diagram of 8 specimens :...:. • of an aluminum horizontal sliding window, XO configuration, po!A ed by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, IJL'fI-08-2A34'. HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-203Sr]ILTI-0 -lY 6A-:000 and HETI-08-2116B, dated 02/28/08, signed and sealed by Candbk F. Font, E.B. 0 (Submitted under71WA No. OS%b fiA.05) * , ..... . 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : • : 0 0....:. 2) Uniform Static Air Pressure Test, Loading per FBC TAS = N ; 3) Water Resistance Test, per FBC TAS 202-9,f • • • . • • . • . ' 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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas-J. Sotos,.P.E. (Submitted under NOA No. 12-012 7.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao, P.E. Product Control Examiner NOA No.17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color GIass Interlayers", expiring on 05/21/21. • • ... .. , F � :STATEMENTS .. • � � • • 1. „uement letter of conformance, complying with the FBC 61h Edition (2017), dated • : . liov ember 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. • • 112. • -Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas •0. OX'Sotos, P.E. (Submitted under NOA No. 12-0127.08) • • • • **sea • e• 3. �• • , ; j� oratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, • • • • • • : 'RETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-3051, HETI-10-3052B, :....: �..HTTI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-31319 • •' • ". nETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11 - 0 705. 10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc_, dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02; all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 04/13/17 and expiring on 04/11/12. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-121217 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-3 10 s eT NOTC 0 1 1 X0.. 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. Al. B. & 91' REFER TO SHEET 13 3) FOR HORIZONTAL CROSS-SECTION DETAILS -C. D. & E' REFER TO SHEET 14 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al B I XDX -Equal Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. Al. B. & 81' REFER TO SHEET 13 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D. & E' REFER TO SHEET 15 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. NOTES: XOX - Un-Equal Lite (1/4-1/2-1/4) 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES, 2) FOR VERTICAL CROSS-SECTION DETAILS -A. Al. B. & 61- REFER TO SHEET /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS -D. & E- REFER TO SHEET 15 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-6700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition. INCLUDING HIGH VEIDCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.). AND AS TABULATED ON SHEETS 6. 7. or 8. ' 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs /6. 7, or 8). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS 16. 7 or 8). 6.) WINDOWS WITH GLASS TYPES 'A. C. OR G' INSTALLED ABOVE 301"T. IN THE IIVIIZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. B.) SEE SHEET 9 FOR CLASS TYPES. 9) SEE SHEET 6 FOR DESIGN PRESSURES ON 'X0 or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -CITE -XOX- WINDOWS. 1:) SEE SHEET 3 FOR DESIGN PRESSURES ON UN -EQUAL LITE 'XOX- WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4. or 9 13.) EXT. & INT. FALSE COLONIAL MU\TINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET /3. 4 It 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. I'.) SEE SHEET 1 5 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) NULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WLYDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE FLORIDA BLDG. CODE. •• ••• • • • • • •• • •••• • • • ••• • •• ••• •• • • • •• • • • • • • • �>do.Ogee • . . . . . • . . . . • • • •• • •• . • . . • ..• • ... . . TEST UNIT SIZE. Ill' X 63" # NSTAuATN)N FASTENERS A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP B) to AT EA. FRAME SML (14 AT FRAME SILL IFS AT EA. FR"E JAMB A C) •SEE GENERAL NOTE /3 « A41-mJ NOTES, L SAME ANCHOR SPACING AT AEA L two A011113T7HAL ANCHORS K1 AT PEETIAa RAILS FOR UNITS W ABOVE •70w / - n►SE TEST UNIT SIZE: III- X 63- ._- INSTALLATION FASTENERS # (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABC (e) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOA (C) 6 AT EA. FRAME JAMB *SEE GENERAL NOTE /3 k /4. ... . . .. O r • . . .. .. . .. .. . . . . . . . . . . ... . . . . ... . . TEST UNIT SIZE: 74' ¢¢7T ►'•'1T—i<— 74. OVERALL r%APE WIDTH INSTALLATION FASTEN4 • • • 73' INT61VOR r4AK WIDTH (A) 6 AT FRAME HEAD • • (e AT FRAME HEAD Ir DWABOVD 70.0 • • • • iy� ADDIT;pyLAVC101S • �EwU1ARrr,E��OSfAVi R�1(s (R) a AT EA. FRANC SIR! • • IE7 A • • -•- 70PSt N . 0, TAL Al (e AT FRAME SILL IF DID ABOVC am) C S AT EA. FRAME JAMB () • • • 4 Y EN SCE GENERAL NOTE k /3 f4. tTtntx Ar "L Ca'IOK1 • • • • F • •FT 04 S- • —I} 13 . E i n c 1/4' O.C. p pl 3 AA• R r g � / 1. SAME ANpRCR SPACING AT HEAD L SILL\ / CXT. L t. EAISC iII WAwRf(' L TWO ADDITIONAL AACHCRS REQUIRED --]_J IHUNTAN AT HECTDG RAILS FOR tMlli WITH AVA)LL wI AS CA A OP AfOVC •I- 7f?SE (4 TOTAL) XO" WINDOW EQUAL LATE tl3IL8 ( -OX- REVERSED ) L SEC VERTICAL CROSS-SCCINN DETAILS 'A• Al. L i Rl' AT SHEET 03 L. SEE HORIZONTAL CROSS-SCCTION DCTALS -C. D. L E- AT SHEET A4 III' OVERALL ERAPE WIDTH IE 70.0 110• INTERIOR ERAK WIDTH TWO A�pp6DIITjf ANCHORS REQUIR[I AT MEETING 4A11f A Al C 7II.o) FcR UNITS WATH 0DPr AmvE _ W /- 70PSE (1 TOtAI) Y r, TS) I, - : r- N . TAQ I .. DLO. YMc U iH- �4m J W 13 1/v I I 8 B 1 i 11LL+=== _1 ANCHOR NOTES- ` ALSE C� AL ARE 4 SAME ANCHOR SPACING AT HEAD a Sill Eµp�IED v/STLItdC A4:�S AREM vIAIi0.HEACLC L TWD ADDITIONAL ANCHORS RCOVNRfO Ai AS OPTIONAL. MEETING RAMS FOR URIfS WITH a ACOVE •70PSF . - 7YSE f4 TOTAL) "XOX" WINDOW - UN -EQUAL LATE NOTES. L SEC VERTICAL CROSS-SECTMN DETAILS 'A. Al. R. A CI• AT SHEET 43 L SEE HORIZONTAL CROSS-SECTICK DETAILS 'C. D. I E' AT SKET AS or_ OG aC ac. 3 O f 'kj ,•o c z M ` E- O w C vA 0 3 � i�z c z 3 mYa a C16 w g t] C) 1 x z o g J h t 0 Do v < tj o 0 �n C 0 47 a e Y � � SERIES-8700 HORIZONTAL SLIDING WINDOW u - FLANGE FRAME ELEVATIONS — L.M.I. yy� yWJ • AiJ A PRO[wr"VISEDCIO etelplF-RDI wiW O4 FIRRid• W - i E*t4dm ow By 1/4' TAPCON W/ 1 1/4• STUCCO OVER METAL LATH NAILED TO R14 ST4S. W/ 1 1/4• MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 02 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 22 FOR MAX. FASTENER SPACING) a TO BE REVIEWED BY BLDG. OFFICIAL (TYP') (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSI3N INDUSTRIES, INC. �zz + 11/8' MIN. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED Gq EDGE DISTANCE BY THE GLAZING SYSTEM :� ;,) m h p o ° • v 1 1 4' MIN. . v •- �Y N c V Z o $ v ♦ ♦EMREDMEN� 4 �'•:p. : v 4 4 •e a k: 2X .D • 4.. MIN. z a h Z a • EDGE aNCE _ ► IniS= 0 7 �Y W = a O T+. '..� co a. 3 r M 1/4• PAX EXTERIOR GRADE ♦ M )/4' p 12 SHIN SPACE w 2X (MmtTY ).! r1 O PERIMETER CAULKING (TYPJ ^.k: _ z 15 : 0 yy -7 V N N O 11 EXT. GRADE PERIMETER 1/4' MAX O j a z 14 1rJ 6 CAULKM NOT BY SHIM SPACE r O• 0 U TO BE 'T INDUSTBY OT _ c7YPJ r ^ o < i0 BE MPI:ED BY QTNfRS V 1 (TYP.) u \_';� CLEAR SILICONE ADHESIVE EXTERIOR _ u BE34lNG COMPOUND ; INTERIOR •�q ? x z )i EXTERIOR INTERIOR �l x W Y ALTERNATE DETAIL LAMINATED GLASS " ff WOOD FRAME INSTALLATION DETAIL 14 6 gS 27 WINDOW INSTALLATION NOTES: y z Z j 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. j ! 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 28 SILL RISER OPTIONAL BY WINDOW INSTALLER (7YP.) - APPLIED WITH SR3CQIE 2. THE EXPOSED EXT. PERIMCTER OF THE WINDOW FRANC TO Q I - BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SEE DP CHARTS CN BY OTHERS (TYP.) r: jai 2SHEE7S R4, •5. L M6. 26 �� WHEN TNC CAP BETWEEN THL MINDpM FRA)1E AND THE BUCK OR�� 2610 32 13 II! MASONRY IS LESS THAN 1/8% SHIMS ARE 140T REQUIRED. ` �( $ O - s B1 Iii I I lJL13 ANCHORS NOTEf9fil: u EXTERIOR GRADE EXT CRAPE • • ANC RS TO B� X12 SM OR Va. SCREWS INTO WOOD, OR t(ssssM::Tri/ IN puT oy A�oR VE3 CONC. FASTENERS INTO CONC.,7/� PERIKETER CAULKING �• , • 4TH A.*NIyUM$� 1.4' FENETRATION INTO WOOD OR ps��,.••'• • C3NC.6(RBFEfP TIP LUR9WABLL•S FOR QUANTITIES REQUIRED) a a 1/4' ISAX v ♦ 4 1/4• MAX • • • • • • • • • �N;� L7 LL A % e ° SHIN SPACE ° SWIM SPACE • • • • • • v •, N 0 (TYPJ sYlo A • 4 1 1/4- MIN. (TYPJ _ .', • 4 1 1/4' MIN. PRODUCFREVLUD uY L �e EMBEDMENT e ° EMBEDMENT • uJ� a. • a o)MMMB)yi� Yrim(4 ilaiA( IF ♦ e e ° 4 4 •'e A A .eO 4• ••• • ••• ••• ••• CbAr 7S.�t2 NQ a e j 1 1/8' MIN. • • • • • • • EDGE DISTANC • • • • • • • By • /'� ' •4c 1,T, OPTIONAL SILL INSTALLATION DETAIL AT 'X0 or -A- • • • • • • • Dace nB+�-C°R°°I a c ••• • • • • ••• • • • • • • •• • •• • • • • • • • • •• • •• ••• • • • ••• • • I. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS L TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED INTERTCR FINISH BY THE GLAZING SYSTEM (BY OTHERS) 21 23 LAMIN 33 1/4' MAX 014 S.M.S. V/ ! I/4' SHIM SPACE N. EMBEDMENT INTO VDOA f1YP.) (SEE ELEVATION Al SHEET B2 FOR MAX. FASTENER SPACING) 7X TQ 17 0 EXTERIOR WALL FINISH J NMMW BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - EXTERICR GRADE PLYWOOD SHEATWING 10 BE SPECIPIED BY ARCHITECT OR GC. (EXTERIOR PINISM BY OTHERS) NOT BY LAWSON INDUSTRIES. INC. :D GLASS SILICONE ADHESIVE BEDDING COMPOUND -� INTERIOR ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . • • •• • •• •• •• • ••• • ••• ••• ••• . r+�.PT. WOOD BUCKS es Soo 0 • • • • • • • • • •/41MA76 • • • SH&49PA6E • • • fT44.)• ,4 O 4 EXTERIOR 18 IB 71 O EXT Cf D — EXT. GRADE PERIMETER CAUL O CAULKING NOT BY (�• BE'LAWSON INDUSTRTR IES'. TOBE v APPLIED BY OTHERS fTYP) 73' MAX. 30 31 y22\10 fIM21,5 LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC UF'T HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LACKS ARE REQUIRED PER EACH VENT. WINDOW FRAME RUCK WIDTH 74' MAX WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( _OX" REVERSED ) WINIZJ i(_STAU ATION NOTES: 1, THE WINDOW FRAME FLANGE TD BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER Cr FLANGE BY WINDOW INSTALLER 4TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXIERICR GRADE CAULK BY OTHERS CTYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE DUCK OR MASONRY IS LESS THAN I/W. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD. OR 1/4' TAPCUNS Or APPROVED CON(. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD CR COAL. CREFER TO LOAD TABLES FOR OUANTITIES REOUIRED) I• �i 1/4, TAPCON W/ 1 1/4- MIN. EMBEDMENT INTO CDC. -(SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) A ° i 1/4' MEN - EMBEDMENT a El A d 4 e a PRODUCTREVISED �°� wiitleF7Qi� Ab 1 •111i•1T By 1B�L R0�'cf CaRsd N W •S f q 2 IL �I EXT. GRADE CAULK — N 12 X 1 3/4' S.KS. 1 1/4' HIN. WOOD EMBED (SEE ELEVATION AT SHEET N2 FOR MAX. FASTENER SPACING) M/a MAx 21 22 r-r.. SPACE / C CLEAR SILICCNE ADHESIVE 34 BEDDING COMPOUND WINDOW INSTALLATION NOTES' 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROMMOUT THE ENTIRE PERIMETER OF FLAtCE BY WINDOV INSTALLER CTYP.) Z. TIME EXPOSED EXT. PERIMETER OF THE WINDOW FRAM 10 BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 13 MESS THAN 1/8% SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE •12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCUNS or APPROVED COW. FASTENERS INTO COW.. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR GUANTITIES REQUIRED) LAMINATED GLASS P EXTERIOR WINDOW FRANC DUCK WIDTH WINDOW FRANC FLANGE WIDTH "XOX- WINDOW EQUAL AND UN —EQUAL LITE PT. WOOD BUCKS OS • n to SHIM SPACE— • '' a "Q • CTYP.) • mp v) J O ' 1/4' TAPCDN V/ 11/4' HIN. EMBEDMENT INTO CONE. e 1 (SEE ELEVATION AT SHEET N2 m la FOR MAX. FASTENER SPACING) • n = Co X d OG i ....... • • • 11/8MIN. EDGE DISTANCE G A • EXT. GRADE e CAULK E •. J t C O � O F s Z OEIJ r 0 a go � � EE 4 � y U _ s • • • • it fig? • • • • � •• *so •• • • • •• •'), � 0 na * u PRODUCT REWSM �W O ic • • • • • • • • • � °A^PCYIOB aria Cie F1oC10• i7J • • • • • • • Orldiry Cade • • • • • e • • • • • • • AeeeAmee w 211. � � _, i M�..i Fie gna,ri C�aCso/ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • . .. .. . . . .. .. DESIGN LOAD CAPACRY PS - OX or XO WINDOWS WINDOW # Jamb Anchors # H & S Anchors +/- Pressures psQ • pop 0 • • go GlassTy "A" (*2) Glass T "B" • 2 Glass T "C" ' 2 T as9T "E 3 Glass T "F" " 3 WIDTH HEIGHT + psf - + + pof • •+ f + f 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 0.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 700 7Q0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 • 0� 0, 0.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70 • •70.9 • • 0.E • • • 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 7000 •70.V • • 40.0 • • 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70. 0. 80. 080.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80A 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7110 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7(10 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 7110 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 60 5 4 65.0 1 65.0 65.0 65.0 70.0 70.0 70.0 700 80.0 80L0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 72 60 5 6 65.0 65.0 65.0 7.0 70.0 70.0 70.0 - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 28 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 66.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 9.6 65.0 70.0 70.0 7.0 00.0 80.0 80. 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 1 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 65.0 1 65.0 70.0 - - - a I - Notes • • 0 SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.1 STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH CLASS TYPES -A, D, C, & D7 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE 00.0 DP (WINDOWS WITH CLASS TYPES -E, & F) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH CLASS TYPES -A, C, OR C- INSTALLED ABOVE 30FT. IN THE HVHZ. THE I.C. EXTERIOR LITE SHALL BE TEMPERED. 20 SILL RISER - OPTICNAL i � � APPLIED WITH SILICONE FOR DP ABOVE 70.0 PSF 2 <•800 DP ICTRHV SED wiq We Flifil• AY i• ' O•��• n L,v o tD '• H 0 � ami�m i °' o " Z o �_•. 0 o �^ o i z 0 g i x S F e � 0 0 0 O LV < 0 S Aa 0 n � � n ` ao z � i DESIGN L ADCAPACITY (PSF):XOX WINDOWS with Un-E uaLite 1/4-112- /4 y o n 3 ^ ` Z W o c ,y O x w X v �- o 7i +/- Pro ums ( sly FRAME SIZE * Jamb Anchors # H & S Anchors Glass T e "B" • 2 G lass T • "C" • 2 GlassTv e "D" • 2 Glass T e "E" • 3 Glass T "F" " 3 T "G" (*2) WIDTH HEIGHT + sf - st + sf - sf + sf - sf + sf - sf + sf sfsf - f- 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.00 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.00 P 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.00 75.0 98 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.00 75.0 10 24 3 11 80.0 0.0 80.0 65.0 75.0 .0 7 52.0 52.00 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c c = L a s _ o 0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U 3 q' rn 71 0 C/) ' m z S o 0 f a = y 0 _ 1E n s Z o 108 36 3 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 1 75.0 65.0 75.0 1 65.0 75.0 52.0 52.0 1 65.0 75.0 84 48 4 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 6 5 7 52.0 52.0 65.0 75.0 5.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 1 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 1 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �r o o m o 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 1 65.0 75.0 52.0 52.0 65.0 75.0 Y R S = 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 t 5 - E " n •� t 1 a 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 55.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 2 •�" z a 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 75.0111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 t65.O75.0; 75.0111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 520 52.0 75.0 111 fi3 11 - 52.0 5 .0 65. 75.0 6 • • 73.0 • • 52b 20esv>M •� Cj ••• •• �r?, zn'n VJh m o. ✓� ! 1 '• •.< �� • * •,,',j5\ •5t Q • • • • • • • Cade • • • • • • • • • Awe rb - 1 N t.@S �•�: 1.) SEE SHEEP 9 FOR GLAZING TYPES. DETAIL9 h SIUCONE OPTIONS. •• •• • • • •• N•D•.nVlilli BY 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW // �/ // By �`_ (WINDOWS WITH GLASS TYPES -A. B. C. t D7 i/I i�I i/I �' 20 SILL RISER - �ilpC°°V°r 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP '//' '/�' '//' S PLIED 5/[iN SILICONE (WINDOWS W17F! GLASS TYPES -B, t P7 AND +BO.O DP MAX. // // • • f : • • • • { • • • : • I OP ABOVE • 70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD k SILL ON • • 15 • • (•80.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) •• �• • • 4.) WINDOWS WITH GLASS TYPES -A. C. OR C- INSTALLED ABOVE 30FT. • •• •• • • IN THE HVHZ. THE I.C. EXTERIOR LITE SHALL BE TEMPERED. XOX - Un-Ea,.1 5ts s • • • ` 7t • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . ... . . . . ... . . DESIGN LOAD CAPACITY (PSF7 - XOX WINDOWS with E UaI Lite (1/3.1/3-1/3) + / - Ptessnres (Pal} . .. . • .. o . FRAME SIZE # Jamb # H & S Glass T pe "8" a 2) Glass T e "C" • 2 Glass T "D" ' 2 less i e "� 3 Glass Tgpe " ' (" 3) Glass Type "G" (' 2) o y WIDTH HEIGHT Anchors Anchors + psf - psf + psf - psf + psf . + • --PST . • + psg • .; + psf - psf S y m 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 h "' 0 3 a = 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 0 c 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 • T . • • 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 .0 • S • • 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 • . 5. ' 52.0 65.0 75.0 W = $ z i 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 4 3 n to 0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 v 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 8 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - - 52.0 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 72 60 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 a = 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ` O a 0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o a 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52, 0 65.0 75.0 i s 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 tD 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50 6 25 4 9 - - 52.0 52.0 65 .0 75.0 65.0 75.0 52.0 2. 5 0. 65.0 75.0 a F 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Y 79.5 3&375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 g s 79.5 83 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52-0 65.0 75.0 S ; 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ' $ 4 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 j 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 52.0 5.0 aseoogl7intw�ar ,`�,�it#ytt1i�73;��i._ Notes i 1.) SEE SHEET 8 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 1 2.) STANDARD SILK. USED ON WINDOWS WITH +70.0 OP AND BELOW (WINDOWS WITH GLASS TYPES -A, B. C. & D7 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E. & F-) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD k SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A. C. OR G' INSTALLED ABOVE 3OFT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL RE TEMPERED. j(Q�-Eq"s� ute BWNLa cod, Ftad� �'rOpJ.•....... Aaeparce Wn li-ILNS•�'1 4�z,.:' - Br lid' vri• 7 20 SILL ED WITH z r I APPLIED v[TH SILICONE 1 t FGR DP ABOVE •70.0 PSF f 2 N T+80.0 DP MAX.) \ r arna" -Sp low MV COR%M 099 "mc,[. TIC -CO SAMNI) a7ri tAp[O SP[C:ATM 2 CLAIM RPTx LAMINATED G COMPOSITION - TYPE B RCM a1AK DEIICIRM9 DRY, Y1117)Ait 1 1/D' AMSALCs tAAif - - - 2 low PLASTIC INIERLAYCA - - - - - rvt by a 1 Wr AM[AL[/ CLASS .� EasTr.V. CTrr4L.I e4. LAMINATED CLASS COMPOSM04- TYPE I1sM TRADs KlMIa K'rAI. 1AICIATZ 1 I/r KwT-STR0.7RCK0 CLASS 2 Dtlr PLASTIC WT[ALA' - formrvs y a 1/r MEAN-STTICNGHIEA[D CLASS •a.P Y LAMINATEDN - TYPE rTo1 auK DsawrMOK KTAa - - _ - - CLASS SAsyKAT-%TRCATMtCKD 2�.AS. IC IriCRL.KR - u.rCnt 0.11SS LAMINATED CLASS COMPOSITION - F r= I cuts Dtl41►t" IAIOATL D .nwN4. I, I-. 1 1/r •..E.LCD CLASS P-- D4'M' PLASTIC MIE"LAT[R 1/rAMERCED0.ASf404 T9 IB 34 'SAICCHC •.TIO'4'. DCV LOANING IT"fEM[E-ioTocAD 573% 33 atp TROCO SPCGIRVI 2 n A7rrc ernr INSULATED LAMINATEDLASS COMPOSMON TYPE A [TEN CLAN Nmwn IN z-KT-AfL I.IImn) VV W11WALED GLASS2 C`•tn.n Cn.wtAU <. 04WD' PLASTIC INTOILATERyr3 V CLASS4 uM►EAL[D 4- INMLATCD AIR SPACE� S ur ANEALED CLASS V) INSULATED LAMINATED COM TY IRA Gust tnl•1►ITs11 •,7r{ 1 I (Krev.. ozi IN01ATi DOCWNON I 2 1/s' ANEKCD 0.ASf DTMP PLASTIC MIERLAYER IRDSMa I/r AWCALED CLASS 1/4- MfiAATCD 414 SPACE-Ji.S wr A.EALED GLASS N`) INSULATED LAMlNATtDCOMPOSITION RMN GL%u KKU MM KTAI 1 urOIATt ft 1 1/r K.T-STR[NGHr[KD GLASS TEGSIf0. rvs b .A-wr �kv. I.z 2 ODY' PLASTIC MTERLAYER a 1/s' KAT-STMENGHTOED CLASS - A 1.4. O4LLATED AIQ SPACE S Vr MACKCD CLASS 4.) a) VIMDOVS WITH CLASS TYPES 'A. C. OR G' INSTALLED As3VC 3VT. M THE HVO4. THE M EXTERIOR LITE PALL K TEMPERE0 GI AZING DETAILS AND OPTIONS ALUMINUM MILL ION SEC MLLLION APPROVALS FOR MULLION TYPE. SIZE MID MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078- MIN, THICK) Ott: THE LOWER PRESSURES OF HE WINDOW OR MULL STALL GOVERN -R 12X 3/4'S.O S. FLAT HCAD. PHILLIPS, (SEE ELEVAUM AT SKET /2 FOR MAIL, FASTEA'EA SPACING AND CP TABLES FOR MANTITY) Cxt[RIDR GRABS- WINDOW FRAVE PERIMETER CAULKING. EXTERIOR E2 FRAME MULLING DETAIL NOTE: THE LOWER PRESSURES OF TIME 'WINDOW OR MULL SHALL GOVERN ,_I/4• NAx. / 12 S.D.S. x 1 1/4• L. SHIM (SEE ELLVATKIN AT SNEf S2 INTERIOR FOR MAX. FASTEN" SPACING) PEgNETERJ L..,. FRAME NOTE: I SEALANT EXTERIOR 1. ALL STEEL IN CONTACT MTM ALUU ID K PANTED OR PLAIED. 2. METRE STRUCTURES: A) STEEL : Fy . 36 KS MAI. (STEEL 18 GA MIN. THICK - O.D48-' 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078' M.N. THICK) E1 METAL. STRUCTURE ATTACHMENT DETAI HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM If PART / REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-9701 I FRANC SILL 6063-t6 ALUMLWN 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUM NUm 4 L-7704 1 FRANC FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-9703 I FRAME VENT JAMB 6063-T6 ALLMINLM 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-87M I FRAME SILL TRACK 6063-TS ALUMINUM 10 L-8705 I FRAPE SILL RETAINING CLIP 6063-T3 ALUMINUM 11 L-7708 AS REGI-D. GLAZING BEAD ( 3/8- ) 6063-T5 ALUMINUM 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS 18 X 3/4' P4L PHILLIPS 13 FS-04D AS REOD. INSTALLATION SCREWS 014 SMS FAJPHIL. 14 L-7531 AS REO'D, VINYL BULB I/4' CIA. KXB 03033 IS PVS-003 AS RE(yD. FIN SEAL WEATHERSTRIP .187• . x 230' h 16 PVS-005 AS REO'D FIN SEAL WEATHERSTRIP .167' . s .350• h 17 PVS-009 AS REO'D. FIN SEA- WEATHERSTRIP .I87' . a .310' h 18 1 L-7711 AS REO'D. GLAZING BEAD C INSULATED) 6063-TS ALUNINUI[ 19 PWS-001 AS REO'A PILC 0 GLAZItK BEAD .187' ...153' h 20 L-87C6 AS REO'D SILL RISER ADAPTER 6063-TS A_UK- OPiIONAI 21 L-7539 2 I VENT EXTRUDED SPRING LATCH 6063-TS ALUMINUM 22 NC-057-1 2 IVENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 I M (LATCH LATCH SPRING STAINLESS STEEL 24 r 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW 08 X 2 1/4' PFl/PHIL. 26.1 HC-044-1 2 VEEP FLAP L BAFFLE 262 IRE:- 1 X VEEP E'EN CELL FOAM PAD I/2' X 1/2' X 2' L 27 MC-040-1 2 SASH ROLLER 6 HOUSING 28 MC-026-1 1 SCREEN FRAME L MESH 29 . I ATTACHMENT SCRCV 0 CLIP 18 X 5/8' S.DS. 30 MC-050-1 2 VCNT SWEEP LATCH MOLCEO NYLON 31 MC-059-1 2 VENT SWEEP LATCH DIE CAST PETAL 32 L-0830 I x Anchor FRAME SILL ANCHOR CLIP 6063-1S ALUMINUM 33 M 2 LAMINATED GLASS Sae Dot./s 0 I.A. OF sheet ! 34 . AS REO'D. GLAZING SILICONE See Det.Is 0 LA of 51veT 9 35 OPTIONAL AS REO'D. COLONIAL FALSE PIMTIN ALUMINUM 36 SN-5504 AS RCO'D JOINT SEALANT . 37 . AS REO'0. PERIMETER ACRYLIC CAULK OSL POLYSEAMSEAL •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • • •• • •• •• •• • Y • • • • • • • • IF • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J 2 0 lu « a II $ x R z z o ```AAAA�xo)rrr,f .. Zip 1 C) A•. ) i PRrOC)UM`T'REVISIb r p C w , Ad ca-6 i" %* 116t E•jQj40 4L T , (�/) r No- •. (G7. •• 12.11 �� cb.•a UtftPAAt �1 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ••• • • • • ••• • • FRAME HEAD L-7703 FRAME FIXED JAMB L-7701 SILL TRACK L-8702 • • • MVE • •• l •J OO O • • • • • • • '•� • FREE i0ii. �ORNER C O A -� .7�0 d!0 • • • • • ••• • ,\ • ••• • M m •� m C y y t94 o N < p m a > O 43 ' yas 0 c SILL RETAINING CUPT L-8705 • • • • t• • • •• 3 y ii o s y < na 4 ! oit 10 vrwr rer �i• • • • • • • • • • • • • i • W m W x ! � 0 a -r _ u6i d68 rrt..vr sue+ 04 O z o FRAME SILL L-8701 FRAME VENT JAMB L-8703 OO ' 3 FRAVE BOTTOM CQRNfB 3 C a F dit �74' ail N 43 VENT SPRING LATCH L-753fl O21 I yOtT .uu0 ttwt .\, \, Rrur o. \ a 4 0: a G S O O N 670 .771- 1 ; VENT INTERLOCK RAIL L-77p5 FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL L_7707 (; O2L2 O vnrt mrreu I nu FRAkE Slit. / MEETINiiR�A L fFAr< c�. � f _ O 1 Jf2 LLOt u>s� VENT BOTTOM CORNER FRAME & SASH CORNER ASSEMBLY DETAILS fa75 t .{ d VET 6AM6 RAIL L� 830LL ANCHOR CLIP GLAZING BEAD ADAPTERSILL RISER -• •• •,- B O u0 A" GLAZING BEAD L-7708 1 i L-7711 18 L-8706 20LL Flo 03 ,•• ,, .� N as uNi ;yli�, +,r�� O �1 w 4 u70 P.010 J00 PROOUCTR "sm- ) the Rib Q�diri A wpi No -1 1.11 LMa BY d 111111 fJ� —.TTJ—I .77i ��A00 F- a c MIAMFDADE MIAMI-DADE CQUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 108 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadaeov(pera/ Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 see SCOPE: 00 0• This NOA is being issued under the applicable rules and regulations governing the usp-af construction materials. The documentation submitted has been reviewed and accepted by Miarni�!)Wb County'PERA - • • • • Product Control Section to be used in Miami Dade County and other areas whereAtMed by 1�9 4athori j, • • • Having Jurisdiction (AHJ). • • • • ...... . . ..... This NOA shall not be valid after the expiration date stated below. The Miami-DqApC.pUnty PYpdW Contr4 • • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade.C.ounty) reserve the right •, to have this product or material tested for quality assurance purposes. If this prodruc; or nWpCjj fails'tb perform in the accepted manner, the manufacturer will incur the expense of sect tegtigg and the AHJ mad• • • immediately revoke, modify, or suspend the use of such product or material within'theif jurisd% bone PEItA 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. DESCRIPTION: Series "4000/600011 Aluminum Fixed Window — N.I. APPROVAL DOCUMENT: Drawing No.. L-4000/6000.01, titled "Series 4000/ 6000 Aluminum Fixed Windows", sheets 1 through 12 of 12, dated 12/20/02 with revision D dated 01/12112, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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: None. 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 Building Official. This NOA revises NOA # 09-0825.09 and consists of this page 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.12-0127.22 Expiration Date: May 08, 2013 Approval Date: March 29, 2012 7311� 11Z Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L-4000/6000.01, titled "Series 4000/ 6000 Aluminum Fixed Windows", .:...: sheets 1 through 12 of 12, dated 12/20/02 with revision D dated 01/12/12, prepared by • • 0 9 . Inanttfacturer, signed and- sealed by Thomas J. Sotos, P.E. ...... . ...... :....: B. TESTS :... ' .:...�. . meskreport on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ' ..... . . • • • • :.'.»' 'a16h with marked -up drawings and installation diagram of an aluminum fixed ... . •.�q by Hurricane Engineering 8c Testing Inc., Test Report No. • • ow, prepared . • ; 4W[BTI-09-2604, dated 08/14/09, signed and sealed by Candido F. Font, P.E. �' • :...: • (Submitted under NOA # 09-0825.09) *TeOreports 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) Forced Entry Test, per FBC TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed . window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3619 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03-0128.06) 3. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window w/'/4" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3620 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03-0128.06) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window w / V2" insulated glass unit using two lites of 1/8" tempered glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3621 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03-0128.06) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window w / 5/8" insulated glass unit using two lites of 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3622 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 0.3-0128.06) Manuel Pe Product Control E er NOA No.12-0127.22 Expiration Date: May 08, 2013 Approval Date; March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) . 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window.w/ 3/16" annealed glass, prepared by Fenestration Testing Laba"ty, Inc., Test Report No. FTL-3623 dated I1/27/02, signed and sealed byloseph'Chan, P.E"..' (Submitted under NOA # 03-0128.06) . ...... . ...... 7. Test report on: 1) Uniform Static Air Pressure Test, Loading Vex:FBC, TAS•202-94; ..... along with marked -up drawings and installation diagram of a-&Mpi=4 Axed ' window w/ 1/8" annealed lass, prepared b Fenestration Tes#itli'L.aborilto Inc., • • • • 8 p Y rY,. ..:..' Test Report No. FTL-3624 dated 11/27/02, signed and sealed �iy� Jeseph-�bi ; P.R....:. (Submitted under NOA # 03-0128.06) ...... - 0• • 8. Test report on: 1) Uniform Static Air Pressure Test, Loading per IFAC, TM.M2-94 along with marked -up drawings and installation diagram of afl aluminum fixed : • • • • window w / %2" insulated glass unit using two lites of 1/8" annealeJ glas3,pt'e4ared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3625 dated 11/27102, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03-0128.06) 9. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window w / 3/16" tempered glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3626 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03-012&06) 10. 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) Forced Entry Test, per FBC TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window w/ V4" tempered glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3627 dated 11/27/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA # 03-0128.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by manufacturer, dated 08/15/09, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-98/04. waWaL,)n9-e Manuel i?i ez P.E. Product Contro iner NOA No.12-0127.22 Expiration Date: May 08, 2013 Approval Date: E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E..:.. MATERIAL CERTIFICATIONS •••••• 2. .wont. ...... . ...... • • • F. STATTMF,NTS •.� . 6tatement letter of conformance, complying with FBC-2010, dated January 25, 2012, • •; • • %i9fted and sealed by Thomas J. Sotos, P.E. ...... ` ;. •.,2. :,Ji lement letter of no financial'interest, datedAugust 13, 2009, signed and sealed by • ..Thomas J. Sotos, P.E. .:...: (Submitted under previous NOA No. 09--0825.09) G: , • ; ; OTHERS 1. Notice of Acceptance No. 09-0825.09, issued to Lawson Industries, Inc. for their Series "4000/6000" Aluminum Fixed Window — N.I., approved on 12/02/09 and expiring on 05/08/13. Manuel PerE4 P roduct Control Exami b NOA No.12-0127.22 Expiration Date: May 08, 2013 Approval Date: March 29, 2012 E-3 SERIES' 4000/6000 — APPROVED WINDOW ELEVATIONS (NON —IMPACT) ...... I i VIMIOOV HEIGHT -._._...... •• --------- WINDOW NEtDNrI• ��L------••• � � VIN� VpDOV HEIGHT LEG HT� 1 LEGMT.HT. L I ' .� VD10W WIDTH �� 7 vpDOV WINDOW WIDTH_ WINDOW WIDTH I WI OTH HAI F-ROUNQ TYPI'AI n FVADON ARO(ED PICTURE WINDOW LFGMD EYE BROW ELEVATION HEXAMN -TYPICAL FIEVATNIN HE� WINDOW HEIGHTWINDOW E_._ _._ - F oWIDOW WIGHT WINDOWNEIGH LJF - YIIPTPII' TyPrA FIFVATNp DDIH FULL •ID TYPCAL FLpmTXIN WINDOW IE� WINDOW WIDTH RECTANGULAR DMN FIaMON WINDOW I LEIGHT L VIND[N VIDTH WINDOW HEIGHT LI WINNOW WIDTH WINDOW, HEIGM HT. WINDOW WIDTH WINDOW IEIGIIT� L'� L WIDTH OLARTFR-ROUND ELiVATION WINDOW HEIGHT F.... VI VIDTN OVAL 11121E FI EVAMON ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN. CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SOUARE OR RECTANGLE. AS SHOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. SQUARE PICHM WINDOW ELEVATION II L J 3 DXlIE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN AIM. General Notes: 1.) THIS WINDOW SYSTEM 19 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE AND ASTM 1300-02. THIS PRODUCT IS NOT IMPACT RESISTANT. WINDOWS ARE TO BE PROTECTED WITH MIAW-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. 2.) 1 X OR 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 90 THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. 4 TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ON TYPICAL ELEVATIONS ARE AS PER TEST UNITS. ON CENTER (D.C.) ANCHOR SPACING$ WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ONTHELOAD TABLES. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPEC07C BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE GLASS TYPES TABULATED HEREIN (SEE SHEETS /4, 5. 8. 10. 3 11). 6.) WINDOWS ARE QUALIFIED FOR USE WITH DOUBLE GLAZE GLASS TYPES TABULATED HEREIN (SEE SHEETS #G. 7, k 9). 7.) FALSE COLONIAL MUNTINS MAY BE USED k APPLIED TO THE CLASS WITH CLEAR SILICONE AND MAY BE PLACED AT INTERIOR AND/OR EXTERIOR SIDES OF GLASS. 8.) APPROVAL APPLIES TO SINGLE UNITS. OR MULTIPLE UNITS AND MAY BE MULLED VERTICALLY OR HORIZONTALLY. 9.) MULLING FIXED WINDOWS WITH OTHER TYPES OF WIAMI-DADS COUNTY APPROVED WINDOWS USING A MLAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER PRESSURE FROM THE WINDOWS APPROVAL OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 10.) SEE SHEETS / 2 k 3 FOR MULLION/METAL ATTACHMENT DETAILS k NOTES. WINDOW FRAME: EXTRUSION DETAI L i�''0�r.500' .625'L L— 625' .5T- Y I 8 5 -T 2.000 I0• -1-.062' I' � 1.875' -i L-f i002 ALBEAU1 D L-6001 FLANGE FRAME GLAZING 1.875• 1.062' L-6003 FM FRAME SEALANT FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE PRODUCTRBVIS60 WINDOWS TO BE PROTECTED WITH a complyim w9hdo Fb" DADS COUNTY APPROVED [iwIdwB Cods2-012 .22 IMPACT RESISTANT SHUTTERS 3 •• ••• • • • • • •• ♦ Q s� R•YlDlon NRl•r. • 7• �• L (� O 8501 FLORIDAgoth1 8501MEDLEY. LORIA 33166 D -REVISED AS PER fDC R�IfrNENr� % 41 11. C- ADDED NEW GLASS TYPE (SHEET DID AND �\J (305) 696-8660 55225 �.* REVISED AS PER 24107 FDC REOLIRENENTs A14NUPAMMER O/ ?�= D- UPDATED TO CO1rORN WITH 2O1D FDC • • • • • sLR1ES IWALfFI ALUYNNUY WINDOWS AND CLASS MUMS 00 6000 ALUMINUM FIXED WINDOWS OF � •�'A M N•tDon ir.+ t-1/` 121 i FLANGE &*FINOFRAMEG.IUINDOW DETAILS, ELEVATIONS, SHAPES �,0:�`♦♦Q R""ti Ivr7 M•Iss / • GVRAL IN!VLLAWN NOTES. ♦�♦-♦♦1 AS NOTED ~W~ -4L WO eoao.ol � Y D F qT I: ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 609 0 • BILL OF MATERIALS mm 0 PART• f RRQD. DESCRIPTION R®IARKS 1 L-b003 1 FRANC HEAD 6063-T5 ALUMINUM 2 L-6003 1 FRAME SILL 6063-T5 ALUMINUM 3 L-6DO3 2 FRAME JAMB 0 -T5 ALUMINUM 4 L-60OZ AS REO'D. ALUM. GLAZING BEAD 6063-75 ALUMINUM 5 FS-006 AS REWD. FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. PHILLIPS 6 ■ AS REOD. I INSTALLATION SCREWS 11112 SMS X 1 1/2- F.HJPHI 7 ■ AS REO•Y. IJOINT SEALANT 'Purvis Co.' Super Seal B r 1 GLASS SEE CHART 9 r AS REO'0. NEUTRAL CURE SILICONE SM -5731 IR DC-H99 10 774-230-767 AS REO'D. •Trude■L' SWWR Se•1 I BLack r/ 3/4' alr space REFER TO SHEET # 1 OF 12 FOR GENERAL NOTES 1 1/4' MIN TO 2X WOOD BACK ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . SEE MULLION APPROVALS FOR EXT. GRADE BACK KDDING t 12 X 3/1• S.D.S. MULLION TYPE. SIZE AINTD. MA%. • � PK�W LM %ATIONS. VEAINERPRDDF I TO BE APPLIED BEHIND VINpv FRAME By FLAT HEAD, PHILLIPS. • • • • • ER LER tTY►.) .) CSEf ELE IA AND • • • • • • • • BY ffAERS tTYP) IM DP TABLES FOR QUANTITY AN FASTENER SPACING) • • • • • t/ • • • �I • • SHIM • Ili INTERIOR • • • Itfl �1ZIOR • • • • WINDOW FRAME {SA54 LZ SjT.S•X ; lj' L.WINDOW FRANC FME&ELW. FiOR i(iPQSTUCCOOR rW-INDOW E%TERIOREXT. GRADE PERIMETER FINISH BY OTI[RS (TT►) CALUtW NOT BY EXTERIOR EXTERIOR 'LAWSON INDUSTRES•, OTHEERRS�ti».1� FRAME TNNDowINsfA,.nDN NOM: 1. THE WINDOW OPCNMG MIST BE PROTECTED WITH A NOTE: THE LOWER PRESSURES OF SINGLE CODE APPROVED FELT OR MOISTURE/VEATMER BARRIER, HUNG WINDOW OR MULL SHALL GOVERN APPROK. IE- VIDE TRMOWT ENTIRE PERIMETER OF 1. ALL STEEL IN CONTACT WITH By THE VMDOV M01B(T•G FIN. MOT BY LAWSON INOUSTRICSI ALUM. TO PAINTED OR PLATED. THE WINDOW FRAME FIN TO BE V/ AN CRT. 2. METAL STRUCTURES: GRADE RIADE CAULK TIRRXDflIT TME ENTIRE PERIMETER Of FM BY WINDOW INSTALLER (TYP) (STEEL OR ALUM. 1/0- MIN. THICK) 3 THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO A) STEEL : Fy - 36 KSI MIN, BE SCALED W/ AN APPROVED EXTERIOR GRADE CAULK B) ALUMINUM : 6063-TS MIN. BY OTHERS (TYP) MULLION & METAL STRUCTURE ATTACHMENT DETAI • FIN WINDOW INSTALLATION DETAIL /--'' H12 SAPS WITH 1 1/4• NIN EMBEDMENT INTO ZX WOOD BACK 2X WOOD BUCK-] INTERIOR r- CLEAR SILICONE ADHESIVE n --- 1 x - ! 6 X 3/4" SMS FIN FRAME CORNER CORNER DETAI coo R� ,,, TN =W-w N•�' 13 55225 �. * fill" Q 8 ATE OF _ /w EXTERIOR GRADE PERIMETER CAULKING 1 1/16 BY OTHERS INTERIOR FRAME WIDTH (TYP) OVERALL FRAME WIDTH ftwn- LA W S O N BS01 NW �(h St. MEDLEY, FLORIDA 33766 (305) 696-6660 MANI/FAC7V"R W OI/ALF77 AWtlNUN ANION AND CUSS ➢DM • REWIscD AS PER 2eM FK REOUIREIENTs KV CO AS ADDED NEW GLASS TYPE (LEFT H12) AND REVISED As PER no FBc RERuOEMENTs UPDATED TO COiORN WITH 2HMH FBC SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS •'A �" Nelms RT•Rfe M01/ Alt FIN FRAME WINDOW INSTALLATION DETAILS, B.O.Y. &NOTES im y Haw B■•P �RD� A8 None L-1000 0000.at e..M.Mw Ln.A D aA..I. B •/ IA BILL OF MATERIALS / PART / REV. DEBCRIP7ION 92MARKS 1 L-60D1 1 FRAME HEAD 6063-T5 ALUMINUM 2 L-6001 I FRAME SILL 6063-T5 ALUMINUM rITRM 3 L-6001 2 FRAME JAMB 6063-T5 ALUMINUM 4 L-6062 AS REO'D, ALUM. GLAZING DEAD 6063-T5 ALUMINUM 5 FS-006 AS REO'0. FRAME ASSEMBLY SCREWS 48 X 3/4• P.H. PHILLIPS 6 • AS RED0. I INSTALLATION SCREWS RIE SNS OR 1/4' TAPCON 7 • AS RED'0. JOINT SEALANT 'Purvis Ca• Super Se■U 8 ■ GLASS SEE CHART 9 ■ AS R1ED'D. NEUTRAL CURE SILICONE SM-5731 OR DC-B" 10 774-25B-767 AS REO'D. 'Tr Seel' SelOR1e Set, Black e/ 1/4' ■Ir space REFER TO SHEET / I OF 12 FOR GENERAL NOTES 1/4' TAPCONS W/ 1 VI' 14 COWL EMBEgENT d • % •4. 4 H 2 w M— W 2 W 4 E J •E J I, Q 4 Ce I W 0 O W i 1/2' EXTERIOR GRADE J PERIMETER CAILUING BY OTHERS (r!w INTERIOR 1/4• MAX SHY SPACE (•) SEE MUL.LK)N APPROVALS FOR (•) WHO THE DAP BETWEEN THE WINDOW PRANE MULLION TYPE, SIZE AND MAX. AND THE BUCK IS 183E THAN I/a% BHDNR ARE FRAME JAMB R i2 % 3/4• S.D.S. DESIGN PRESSURE LIMITATIONS, NOT REWIRED. FLAT HEAD, PHILLIPS. (SEE ELEVATION AND INTERIOR LIP TABLES FOR QUANTITY �1/4' MAX. AND FASTENER SPACING) SHIM 12 S.O.S. X 1 1//4L. INTERIOR E ELEV. FOR SPAaNO WINDOW FRAME WINDOW FRAME I EXTERLOR pERINETE E%TERIOR 1 FJ 3py�$�llE SILL SEALANT EXTERIOR E GRADE NOTE: THE LOWER PRESSURES OF SINGLE PERIMETER CAULKING HUNG WINDOW OR MULL SHALL GOVERN I. ALL STEEL IN CONTACT WITH / 8 X 3/4• SINS ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: (STEEL OR ALUM. 1/8• MIN. THICK) A) STEEL : Fy - 36 KSI MIN. 8) ALUMINUM : 6063-T5 MIN. FLANGE FRAME CORNER DETAIL MULLION & METAL STRUCTURE ATTACHMENT DETAIL D12 SMS SCREW WITH 1/4' TAPCON WITH 1 1/4• NIK ENDEMIC T 1 1/4• MIN. EMBEDMENT 1NTO 2X VODD BUCK INTO CONC. OR MASONRY INTERIOR PT. WOOD BALKS +( 1/4• MAX SNY SPACE (•) LLEAM SILICONE ADHESIVE . BE COMPOUND ��'' 1G•,ML/`c�S SPACE 6 1 I l v Iv H I \ IL 4t pi(ODUCF RHVISEA CID PIo11d• 10 ' We ca•m*uv T 0 AMNMpUMmD■No d•: •,•. EXTERIOR GRADE BM�IDMIOR DIse 1/2• EXTERIOR PERIMETER CAULKING Dp INTERIOR FRANE WIDTH""�Y'''"+`•' oDCr • • • • • • • OYCRAL4 FOAMC WIDTH 4 10 • • • • • • • EMBEDMENT I • 10 • EXTERIOR GRADE S 7 2 ♦ / Revision Note: t - REVISED AS PER 2�NFDC gD0•IMiMEMT! • • • • MEDLEY, FLORIDA 133166 •LA WS ON PERIMETER LAWLKIN 1 4• �. atw ♦♦ 0 ♦ � ti� \ /� F'•• S �� C- ADDED NEW GLASS TYPE (SHEET 412) AND (305) 696-6660 SPACE (•) N % 2n •�* REVISED AS PER 200T FDC REQUIREMENTS ,_ •_�•,-_.....�^+•+'^^. "-�•^+T = *' M D- UPDATED TO CONFORM WITH LIMO fDC MANU/ACTWIUR 0WM/T1' ALUMINUM I/NIO►S AND BLISS DOORS L • • 121ES: a000 6000 ALUMINUM FIXED WINDOWS • �; :'a • n. • .... MIN. ENDED. IN CON. OR MASONRY �9 � : ¢� E OF : � ` McNMt •w �' • qha •a >• IMOt� • • • • FI!IEGB PRA► IIIND)A INSTALLATION B.O.M. a : n.4 ! .�0 eM.M. as, Lem eI •1 20R• DETAILS, k NOTES • • . • DATE_ �L'�p°♦ SAS NOTED L-4000 E000.DI Ds S a/ Us 4u■■uU • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OWING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE \K BEDDING COMPOUND -1 ' TEMPERED GLAZING CHANNEL ADHERED 10 FRAME CLEAR AD HESIVE DHESIVE BEDDING COMPOUND CLEAN ADHESIVE (-BEDDING COMPOUND CAPACffY ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . WINDOWCOMP YHART FOR 1/4" TEMPERED Window stze I FIN FRAME DESIGN LOAD CIAPACI' -IOW*) HEIGHT INCHES WIDTH INCHES OTYOF ANCHORS AVO.A W SPACING THE 24 36 19 8 • 1 .0 0.0 38 36 28 8 0 108.0 1 0 48 36 37 4 t'OS.• 100.0 • 60 36 46 4 100.0 100.0 72 38 55 3 1D0.0 100.0 84 38 84 3 100.0 100.0 96 38 73 3 • t000• .0 108 38 82 1 3 900.0 • 9108.00 120 36 91 3 1DO.00 • • 108.0 • 132 38 100 3 100.0 .0 144 38 110 3 00 1 .0 148 36 113 3 100.0 10 .0 168 38 119 1DO.0 1DO.0 24 48 25 5 100.0 100.0 30 48 1 37 4 100.0 100.0 48 48 1 49 3 100.0 100.0 60 48 1 61 3 100.0 100.0 72 48 73 3 100.0 100.0 84 48 86 3 100.0 10010 98 48 97 2 100.0 100.0 IDS 48 110 2 100.0 100.0 120 48 113 93.1 93.1 132 48 Ill 3 33.2 83.2 144 48 114 3 78.3 78.3 148 48 115 3 76.7 76.7 24 60 31 5 100.0 100.0 38 60 48 4 100.0 100.0 48 80 81 3 100.0 1DO.0 60 80 78 3 100.0 100.0 72 80 91 2 100.0 100.0 84 80 107 2 100.0 100.0 98 80 122 2 1DO.0 100.0 1 80 137 2 1 100.0 120 60 139 2 91.5 91.8 144 80 - ? -158 148 BD �, r iINDDW PR_ANR Q17.R N07R: 1. THE WINDOW SIZE SIDVN ON CHARTS ARE FOR THE TYP. FLANGE WINDOW EXTERIOR OVERALL DIMENSION 2. ADD 1 1/8' TO THE FLANGE WINDOW SIZE TO DETERMINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION 11MAX. TYP. AT CORNERS FLANGE FRAME ANCHORS ARE TO BE SPACED C NOT GREATER THAN 6" FROM EACH CORNER, 1/4"-TEMP. GLASS ` AND NOT GREATER THAN 12" CENTER TO 12 MAX. CENTER' PIN FRAME ANCHORS SPACED AS TYP. TABULATED ABOVE. 11110 UNIT PERFORMANCE DATA ��• �IVg�., REPORT /FTL-3619 TEST SIZE - 85" wide X 85" ht ( 0) 36 B DESIGN LOADS - +104.0. -104.0 PSF (PA-202) 2 STRUCTURAL TEST LOAD - +156.0. -156.0 PSF - ` WATER INFILTRATION TEST - 18.0 PSF s` op TYP �I EVATION DAYLIGHT OPENING - 82 1/8" wde X 82 1/8" hi P, TESTED UNIT TESTED CLASS e 1 /4" TEMPERED GLASS , DA PROWCTREVISED o e.*yfof w1a Flood" BWWbSCO& Aa ap rb !3 Dre g'65,48 WINDOW COMPARATIVE ANALYSIS CHART FOR IW TEMPERED Window Im FIN FRAME DESIGN LOAD CAPACITY - (PFS HEIGHT* e 1NCHE86 WIDTH • INCH ft6 OTY OF ANCHORS AVG. ANCHOR SPACING POSITIVE NEGATIVE 2 7 37 5 100.0 100.0 38 7 65 3 700.0 100.0 48e 73 3 100.0 100.0 80 72 91 2 100.0 1DO.0 72 72 110 2 100.0 100.0 84 72 126 2 1 100.0 100.0 72 143 2 98.2 98.2 132 72��' I - 14 14 2 I I �+f �,4a It'..'- - '1i:d a: � '.•E;s H.�+'E 156 72 24 43 5 100.0 100.0 38 84 64 3 100.0 100.0 48 84 85 3 100.0 100.0 80 84 107 2 100.0 100.0 72 84 128 2 100.0 100.0 84 1 84 149 2 100.0 100.0 98 84 _n.. 'ia 132 84 144 84 148 ;-!tl : r 156 84 19.125 28 11 B 100.0 100.0 28.5 26 15 7 100.0 100.0 37 26 21 8 100.0 166.0 53.125 28 30 5 100.0 100.0 19.125 38.375 1 100.0 100.0 28.6 38.375 22 5 100.0 100.0 37 38.375 30 5 100.0 100.0 53.125 38.379 43 4 100.0 100.0 19.1 5 50.025 27 8 100.0 100.0 26.5 50.625 29 5 100.0 100.0 37 50.625 40 4 100.0 100.0 53.125 60.625 57 1 3 100.0 1 .0 5B 24 6 1 1 28.8 37 58 58 33 46 5 4 1DO.0 100.0 100.0 100.0 53.125 58 85 3 /00.0 1DO.0 19.1 55 63 26 0 100.0 1 DO.0 28.5 83 38 4 100.0 100.0 37 63 0 4 100.0 100.0 53.125 03 71 3 100.0 100.0 9.12 74.25 0 8 100.0 100.0 28. 74.26 42 4 100.0 100.0 37 74.25 58 3 100.0 100.0 53.126 74.25 84 3 100.0 100.0 R t -REVISED AS PER 200a FDC REWIREKNTS I - KVsion ED AS MEDLEY, FLORIDA St. LA WS 4N8501 NW ? (305) 696-8660 C- ADDED NEW GLASS TTPE (VEET 812) AND REVISED AS PER 2007 FIC REOINRDIFIITS ' YANOFACYVAIM OF RUAM" AWAOAWN WINDOWS An 9LA8t NO= D- UPDATED TO COIIFORN WITH a010 FDC * S SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS '1E' : •"A"A or Naleo• 6rem 1 / L1 201II FIN /FLANGE FRAME WINDOW COMPARATIVE ANALYSIS t NOTES e.... �' VerT Ngee Aibjp/ 1/4" TEMPERED GLASS SAS •" ft-* , ~~~ N„W .- NOTED 400118000.01 I.D I eJ It 0 iLMNERED TO FRAME IE REDOING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND L'x- ANNEALED GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND Y-1/4- EALED CAPACITY WIN U W W1UTH WINDOW FRAMR SIZE NOTE• S .126' 1. THE WINDOW SIZE SHOVN ON CHARTS ARE FOR THE '�' TYP. FLANGE WINDOW EXTERIOR OVERALL DIMENSION. A 2. ADD 1 1/8- TO THE FLANGE WINDOW SIZE TO DETERMINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION. ".. 6' MAX. TYP. AT CORNERS FLANGE FRAME ANCHORS ARE TO BE SPACED C NOT GREATER THAN 6' FROM EACH CORNER, 1/4"- ANNEALED AND NOT GREATER THAN 12" CENTER TO 12 MAX. CENTER. FIN FRAME ANCHORS SPACED AS TYP. TABULATED ABOVE. UNIT PERFORMANCE DATA REPORT OM-3620 TEST SIZE - BO' wide X 60' hi ( 0 ) B DESIGN LOADS - +47.40, -47.40 PST ( PA-202 ) STRUCTURAL TEST LOAD - +71.10, -71.10 PSF WATER INFILTRATION TEST - 18.0 PSF O IFTL-3619 TYPICAL ELEVATION DAYLIGHT OPENING " 57 1/8" rids X 57 1/8" hi TESTED UNIT TESTED GLASS - �4" ANNEALED GI AScANNEAL ED CA ASc OF � s LIEV t C- ADDED i * w REV!$ .e D- IIPDATi CAPACITY - PRODUCT RBVLSEO 1• ppmVIy� gwiIh dW FbXWA 3y26 BJ 33 7 448. 9.3 4 8u11� Ac4pyoR4 No T3 19.125 74.25 26 7 .3 85. 25h5 74.25 28 7 85.3 65.3 Bgfimfml>w 37 74.25 28 7 48.0 48.0 53.125 74.25 - - -- __ so 0 G .....A 8501 NW 90th St. MEDLEY, FLORIDA 33166¢r •wS ON (305) 696-8660 1V . / OP QUALITY ALUMINUM 17111•Ns AND Doss Mn LS PER GLASS TYPE walb AND NCR M7 EDC REWIREMDM I C01i0R4 W1TrI ZM4 FDC • • • • • • SERIES! 400 / 8000 ALUMINUM FIXED WINDOWS io6 ir11O 01?12 - 2 FaI.'FLANGEeFBAME•RONDOB COMPARATIVE ANALYSIS & NOTES I*- ANNEAWD GIA W Ty%•• 1R720/t&t � AS NOTRD W M.. ' L-4000 6000.01 ' G D — 6 y Il ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND NOL BITE GLAZING CHANNEL ADHERED TO FRAME 7CLEAR ADHESVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND 1/ P. INSULATED HIN BITE 1/8" TEMP. INSULATED ... • • • r0• • . ee r. . e . rr .. . . . . . . . . . e . ... ... e . . r ..r . WINDOW FRAME SIZE NAB, L THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE FLANGE WINDOV EXTERIOR OVERALL DIMENSION. 2. ADD 1 1/8" TO THE FLANGE WINDOW SIZE TO DETERMINE MAX. TYP. THE FIN WINDOW EXTERIOR OVERALL DIMENSION. PRODUCT REVISED r �IBp PIv*10 AT CORNERS �� FLANGE FRAME ANCHORS ARE TO BB SPACED NOT GREATER THAN 6" FROM EACH CORNER, � l21 MAX. AND NOT GREATER THAN 12" CENTER TO CENTER. FIN FRAME ANCHORS SPACED AS TYP. TABULATED ABOVE, ♦BpBIUUp� UNIT PERFORMANCE DATA REPORT /FTL-0621 TEST SIZE- 60' ride X So" hi 0 ( ) DESIGN LOADS- +144.00,-144,00 PSF (PA-202) STRUCTURAL TEST LOAD- +216.00.-216.00 PSF WATER INFILTRATION TEST- 18.0 PSF O iFiL-361 DAYLIGHT OPENING- S7 1/B" ride X 57 1/6" Ill TESTED GLASS 1 /B" M R D ASe DOUBLE GLAZED INSULATED • ♦ �,F� , �4� 225 p •� * I- * �•O• to i OF �/!/ �'% QP'••��♦�� I O \ �,.,•aa,_� ♦♦� R- DA •• ' i�►�' ♦♦♦ _ Revision ED AS B -REVISED As PER 2DW fBC REWDENENTf YEOLEVwFLORIDA 133166 LA W AS O N (305) 686-8660 YANnAACIVAER IN QUALM ALUMINUM IAIYODINU AND 1:458 ODoxS C- ADDED 1EV GLASS TYPE CSIEET 112) AND R[vlsEn As PER 2107 r11t 1ENIBENENrs D- UPDATED TO COIWORN WITH 2O10 FDC SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS NalroN ,a, ftfto ~01 E1El FIN/FL#NCB FRAYS WINDOW COMPARATIVE ANALYSIS k NOTES 1/2' INSULATED TEMPERED GLASS 1—ow Lmy Mew w/�80IE A°jE/so/YIDS 10 NOTED L-4000 IOOD.o1 D e o! ,: GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND NIK SITE GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE \ BEDDING COMPOUND J/1 INSULATED 3/16" ANN. INSULATED TYPICAL ELEVATION TESTED UNIT TYPICAL ELEVATION TESTED UNIT WINDOW FRAYB S12E NOTLb� 53.125 59 46 4 70.E 70.7 I. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE 19-125 63 20 6 100.0 100.0 FLANGE WINDOW EXTERIOR OVERALL DIMENSION 26.5 63 35 5 97.3 97.3 8 ADD 1 1/8' TO THE FLANGE WINDOW SIZE TO DETERMINE 37 63 39 5 77.9 77.9 THE FIN WINDOW EXTERIOR OVERALL DIMENSIDIMENSION,MAX. .125 63 47 4 88.. 88- TYP. AT CORNERS PRODUCT REVISFA 19.12 74.25 30 1 10 Odd code A0°OPIO.O°No ' • 2 13 28.5 4. 39 6 93.8 3.8 . 936 37 74.25 40 5 68.3 58.3 FLANGE FRAME ANCHORS ARE TO BE SPACED -© NOT GREATER THAN 6" FROM EACH CORNER, ion Der 53.125 74.25 11 n,;.l77, AND NOT GREATER THAN 12" CENTER TO 12 MAX. CENTER. FIN FRAME ANCHORS SPACED AS • • • • • • • • • • • TYP. TABULATED ABOVE. • • • • • • • • • • UNIT PERFORMANCE DATA 4 Rw101on Nola: • • s • •T�• + • (mil • \ ON 8501 NW 901h St. MEDLEY. FLORIDA 1 - REVISED AS PERFUS1098IRENE F•�O�i C- ADDED NEW GLASS TYPE (SHEET 012) AND LA I.J 33166 REPORT ,� a 25 �; REVISED AS PER 2007 FOC REOUMEMENfS (305) 696-8660 TEST SIZE - 60" wide X 60" hi ( 0 ) * D- UPDATED TO C01WOM WITH 2010 FOC AM"J'A GE gUAL/YY ALUMINUM WINDOWS AND DOSS DOORS DESIGN LOADS - +67.90. -67.90 PSF ( PA-202) .STRUCTURAL TEST LOAD - +101.9. -101.9 PSF e • • • • SERIES;4000 / 6000 ALUMINUM FIXED WINDOWS WATER INFILTRATION TEST 18.0 PSF o' a -A 1°"hie �' D')' O /FTL-3619 DAYLIGHT OPEMNG - 57 1/8" wide X 57 1/8- hi E OP f<I ice' •ZR/w� Neledl RAW Ol{IE/ENE • i+�1�FLxNCE AME•1QNDON COMPARATIVE ANALYSIS k NOTES TESTED CLASS " 6' ANNEALED GL eee �i "c P:� ��,�� &0 LRFTyO)k DARE �mDOL 5 INSULAnD ANNEALED GLASS ,j/t Ma F GLAZED INS I AT D DATE IYAL�'�O•, Ines —AS NOTED I Wi '. - D.«.Aw L-4000 6000.01 I. "-` D k 7 Rf 11 4 eve • • • • • • • • • • • •w •• • • • •• •• ••• • • • 000 0 0 GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND �3 8' ANNEALED GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE r'BEDOING COMPOUND . . . . . . . . . . WINDOW RAMR 512E NOTR: 1. THE WINDOW SIZE SHOWN ON CI4ARTS ARE FOR THE FLANGE WINDOW EXTERIOR OVERALL DIMENSION. 2. ADD 1 1/8' TO THE FLANGE WINDOW SIZE TO DETERMINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION. IIIAX, TYP. PR—Plyh p T CORNERS a wkhdw DulWisg 13 FLANGE FRAME ANCHORS ARE TO BE SPACED g`,.pmDi►e NOT GREATER THAN 6" FROM EACH CORNER. AND NOT GREATER THAN 12" CENTER TO Dy, CENTER. FIN FRAME ANCHORS SPACED AS MAX. TABULATED ABOVE. TYP. PORT /FTL-3623 T SIZE - 48' wide x 48' hi (o ) WON LOADS . +53.50. -53.50 PSF ( PA-202 ) UCTURAL TEST LOAD - +80.3. -80.3 PSF TR INFILTRATION TEST . 18.0 PSF O /FTL-3619 DAYLIGFIT OPENING = 45 1/0- widO X 45 1/8" hi TESTED CLASS a 3/16- ANNEALED CLASS �•;D�i�' 26 i I - REV news: REVISED AS ►ER 2M4 F!C REONREMENTS 8501 NW 90th St. LA W S O N MEDLEY, FLORIDA 33166 (305) 696-8660 I ANNUFACfURfR OF QUALf r ALMIXON KNOWN AMP OLUS DOORS C- ADDED NEW GLASS TYPE CSHEET NU!)AND REVISED AS PER 2M7 FDC REOUMEMENTS D- UPDATED TO COKOMI WITH me FDC } = SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS OF ;w 'ems '•�?,,��, Nelson AAr1i� Mso s.r swlw0 01/.�12 20L2 FIN/FLANGE FRAME WINDOW COMPARATIVE ANALYSIS h NOTES 3/16" ANNEALED GLASS L-Ty Mmoo �12/so/2002 S.sw AS NOTED � �M L-4000 0000.01 � �e U e I y 02 I. GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR AADHES=� COMPOUND SIVE eEDONNc COMPOUND 1/8" . INSULATED MIN BITE GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND 1/ INSULATED 7 MIN S BIT GLAZING DETAIL 1/8" ANN. INSULATE I]CPI�I ELEVATION TESTED UNR t^I�R3'7 r. � �(�:L ® ®0ri�o o��■o®ter �[�BIlL-III o�ri®or�ri oor�■yyo�ri��p��a� �0 L�w�LLY:ftl!lm0 or�vR(�ri�•�..��•ae� ®0 If•eef �eRii� wwe1�Y1�.m I'�AwlsiliA �OM11� •INDOrI ►RAYR VI'I.R NOT'R- 1. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE 1-6' FLANGE WINDOW EXTERIOR OVERALL DIMENSION. 2. ADD 1 1/0' TO THE FLANGE WINDOW SIZE TO DETERMINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION. MAX. TYP. AT CORNERS � FLANGE FRAME ANCHORS ARE TO BE SPACED C NOT GREATER THAN 8" FROM EACH CORNER. D 1 AND NOT GREATER THAN 12" CENTER TO 121 12 MAX. CENTER. FIN FRAME ANCHORS SPACED AS MAX. TYP. TABULATED ABOVE. 11111 UNIT PERFORMANCE .;vs°° C. REPORT /!TL-8825 0 SUS TEST SIZE - 48" wide X 48" hi ( O) •; * L p. DESIGN LOADS - +54.00. -54.00 PSF (PA-202) STRUCTURAL TEST LOAD w +81.00. -81.00 PSF WATER INFILTRATION TEST w 18.0 PSF O JFTL-3619 y9 E OF .•W� A" DAYLIGHT OPENING - 45 1/8" wide X 45 1/8" hi 0. ••: •W� TESTED CLASS - 1 /8" ANWA O GLASS ° 0 R TQr DOUBLE GLAZED INSULATED D r,`��o IIINCHE3 I INCHES I ANCHORS I SPACING aM PRNI BVISRD � �y AleWyl }bddB A25 74. 24 7 puiklgcob - � 22 26.6 74.25 19 10 - AoseptMM O �� 37 74.25 z` a=• 1 .T- a : .... 53.125 74.25 Lam, . r: _ .. _ By •• ••• • • • • •• •• • • • • ••• • vision Nye' • • • • p {//T 8501 NW 901fA St. A I I S N MEDLEY. FLORIDA 33166 (305) 696-8660 ' Y QO4LfTY ISNMTNUX r/N•DIr AN* CEA88 GOON$ REVISED AS PER - FB[ KN ;aKv NEW GLASS TYPE (SHEET 112N AND REVISED AS PER BM7 FBC RLTIUILEWNTS UPDATED TO CONFORM WITH 24U FSC • • • • • • SERIES! 4000r / 6000 ALUMINUM FIXED WINDOWS 1ht r i014 h" Nel" p:3T--AS • • • • FLI.4PIANGB fBA1B"RNDOW COMPARATIVE ANALYSIS R ,NOTES 1A" INSUTA1ED ANABALED CLASS w •w R ____��... 1inF 'YB^20 NOTED L-4000 0000.01 p I of Tt ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE BEDDING COMPOUND ANNEALED GLAZING CHANNEL ADHERED TO FRAME �WITFI CLEAR ADHESIVE BEDOYU• COMPOUND CLEAR ADHESIVE rBEDDI COYPWND WINDOW COMPARATIVE ANALYSIS CHART FOR 1/8" ANNEALED MONO W11rtdowSize I FIN FRAME DESIGN LOAD CAPACITY- PFS) HEIGHT INCHE3 WIDTH INCHES CITY OF ANCHORS AVG. ANCHOR SPACING M POSITIVE NEGATIVE 24 18 10 8 64.0 64.0 35 18 13 8 63.3 53.3 46 18 16 8 49.2 49.2 60 16 20 7 47.1 47.1 72 18 23 7 45.7 45.7 64 18 28 7 44.8 44.8 96 18 29 7 "A 44.1 108 18 1 32 7 1 43.6 43.6 120 18 1 35 7 43.2 43.2 132 18 t =7 77777777 144 18 148 18 24 24 13 7 60.0 60.0 36 24 15 8 45.0 45.0 48 24 18 8 40.0 40.0 60 24 21 8 34.8 34.8 72 24 24 8 29.1 29.1 84 24 27 a 26.6 28.8 96 24 30 8 26.3 25.3 108 24 120 24 I 1 IF;'�� . I I -:a: 132 24 ..,_ 144 148 24 156 24 {7 24 14 50.0 50.0 36 30 17 7 41.1 41.1 48 30 19 8 34.9 34.9 50 30 1 8 32.0 32.0 72 30 1 21 9 25.1 26.1 84 30 0x' 96 30 108 30 += 120 30 La 132 30 144 30 *F 148 30 =41- ,{S- - ... • . . ... . . . .. . . . .. .. . . . . . . . . . . ... . . . . ... . . I WINDOW COMPARATIVE I Ilr LEDMONO M Window Sin FIN FRAME I DESIGN LOAD •CAPACITY•(YFS) • NE ONEFSATive HEIGHT INCHES WIDTW MCHrs OTYOF ANCHORS AVG.ANCAOR SP 24 36 1 5.0 45.0 38 36 20 i • .0 0.0 48 36 21 8 • • •OI.O • 32. SO 38 23 8 28.6 28.6 72 36.... :.._. .. ,. 7- .._ . 84 38 u 96 38 'y,yl,, .1 108 38 a'.!'i:N' .s :: :I:r rr ,,'mow :L..:1,l. ,.. M1� • , 120 36 132 36 1: 38 156 38 - - • 24 48 1 18 8 40.0 40.0 38 48 21 8 1 32.0 32.0 48 48 28 7 30.0 30.0 so 48 72 48 i.'' 84 48 �. - 96 48 aR a :, s -.. _,. 108 48 * - .. 12O 48 :XS "11' I+F11:1 m., il'JI1�,F 144 148 48 '..1 • a " 158 48 _ �6 - 24 S0 21 34.8 34.8t 38 80. 23 8 28.6 28.6 SO so 72 60 84 60 .._; 98 80 - } '� IDS 60:.I ' 20 so 132 80 148 80 A:I-' ' F- ' 7:: it - 26.5 58 21 8 36.1 3 .1 48.0 ' 37 58 24 7 28.6 28.8 W N OW W WINDOW FRAME SIZE NOTE: 58 ! 45.1 6' 1. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE 19. 1 5 63 21 4 .4 44.4 D.L. OPG. TYP. RANGE WINDOW EXTERIOR OVERALL DIMENSION 28.5 63 22 8 30.5 30.5 A 2. ADD 1 1/8' TO THE FLANGE WINDOW SIZE TO DETERMINE 37 83•`- THE FIN WINDOW EXTERIOR DVERALL DIMENSION. 53.126 83 �� 1 6'MAX. TYP. PROIriX.?R61r1SBD 1 .1 5 74.25 24 7 4 .2 43.2 . . AT CORNERS n,oeplyh*w4bdwFbelft 26.5 74.25 23 8 25.3 26.3 ,,�•`�� FIANCE FRAME ANCHORS ARE TO BE SPACED PapLrroltDw ``r NOT GREATER THAN 8" FROM EACH CORNER, 1/8• ANNEALED MONO C AND NOT GREATER THAN 12" CENTER TO D7 CENTER. FIN FRAME ANCHORS SPACED AS M 12 MAX. TABULATED ABOVE. TYP. u!u . ,� q• �� Re�l•fan 0 - REVISED AS rue 2w FIC FEDUNEENTS (/�/ N �, NW FLORIDASt. MEDLEY, LDRI35166 LA W S C lr �.� UN[T PSRFORMANCS DATA C- ADDED NEW GLASS TYPE (SHEET a12) AND lJ 305) 696-86W 55225 REPORT •:* REVISED As PER 2007 FPC REQUIREMENTS 1MNNFACMPER /FTL-E4 36 TEST SIZE - 48' 3X 46` (o) DESIGN •• D- UPDATED TO COWORM VITN 2010 FDC OP QUALITY AWMAVVM WMDOFS AND Gd4S 200" SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS g 0. LOADS - +30.00, -30.00 PSF (PA-202) � STRUCTURAL TEST OF �,�� •"•'A �" LOAD . +45.00. -45.00 PSF WATER INFILTRATION TEST 18.0 PSF ' N•!"A Rnao 01 81 20l8 P1N/FLANGE FRANK WINDOW COMPARATIVE ANALYSIS A: NOTES - O IFTL-3619 Q• •C DAYLIGHT OPENING 45 (�\��, ~� I-.? W1N '8/i0/2008 1/8" ANNEALED GLASS a 1/8• wide X 45 1/8• hi T STED UNIT TESTED GLASS t/e' ANN urn Act DAT F•�� ,, N.W 1S NOTED" +�..w NO O!� t...N D GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BE00•x' COMPOUND CLEAR ADHEVVE 8 MOING COMPOUND rS/16' MPERED CAPACITY - WINDOW PRAMS M .. N 1. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE FLANGE WINDOW EXTERIOR OVERALL DIMENSION. 2. ADD 1 1/8' TO THE FLANGE WINDOW SIZE TO DE7ERHINE THE FIN WINDOW EXTERIOR OVERALL DIMENSION. ..�"" •------ '".�� 6-INAX. TYP. AT CORNERS FLANGE FRAME ANCHORS ARE TO BE SPACED NOT GREATER THAN 6" FROM EACH CORNER. 3/16" TEMPERED MONO " C AND NOT GREATER THAN 12" CENTER TO 12 MAX. CENTER. FIN FRAME ANCHORS SPACED AS TYP. TABULATED ABOVE. �� r%ry86 p� ice' UNIT PERFORMANCE DATA 55225 c-I REPORT #Fri-3626 _� TEST SIZE - 60' wide X 80" hi ( 0) DESIGN LOADS . +151.00.-151.00 PSF (PA-202) STRUCTURAL TEST LOAD - +226.50,-226.50 PSF S E OFWATER Sew AwY DAYLIGHT INFILTRATION . s7 1/a"D. deFx s� e•6ti4 �•'(� TESTED GLASS - }/1(5" TEmPFREn GLAss DATEWINT f Ayr Window Ske FIN FRAMEt�DES:JGNLOAD PFSINCHES HEIGHT WIDTH r1CHES QTYOF ANCHORS AVG.ANCHOR- SPACIRO NEGATIVE 24 72 37 5 00.0 36 72 55 3100.0 48 72 73 3 100.0 0 7272 7284 7296 n I rr.J.. I TIII: 1011 72 120 72 132 72 144 72 156 72 24 84 43� 100.0 36 84 64 3 100.0 100.0 72 844. 84 84 _. c �;i ' 96 84 ' .ry I ••=i. 4yy I. .lnii -1 r 120 84 r :ii .:: i:... .' c' t� 132 84 -.. +,. 144 84 _ 156 84 111. .125 11 8 1 00• 26. 26 15 7 100.0 100.0 37 28 21 6 100.0 1DO.0 .125 30 5 100. 100.0 19.125 38.375 18 7 100.0 100.0 28.5 38.375 22 5 100.0 100.0 37 38. 30 5 100.0 100.0 53.125 38.375 43 4 100.0 100.0 19.125 50.625 21 100.0 100.0 26.5 50.625 29 5 100.0 100.0 37 50.625 40 lr-4 100.0 100.0 53.125 50A25 57 3 1 100.0 24 6 100.0 26.5 58 33 5 100.0 100.0 31 58 46 4 100.0 100.0 83.125 88 65 3 100.0 100.0 1 .126 28 8 100.0 1 .0 28.5 53 38 4 100.0 100.0 37 63 50 4 1 .0 100.0 .1 83 71 3 100.0 100.0 19. 25 74.25 30 8 100.0 100.0 28.5 74.25 42 4 100.0 100.0 37 74.25 58 3 100.0 100.0 PRODUCTRBVISBD ams wids Dd CuBwi*ftF A°°5iI•o°° o /� T7A1e 25 74.25 • • • • • • • •Qd • • • • • /7�\ /T • •rl • o 8501 NW 90Rh St. MEDLEY, FLORIDA 33166 KROM F uu rrx (SHEET nMENTS 1S 1 a (305) 696-8660 00 U A OP WAWT ALUMINUM •/MOONS ANN CLASS DWAS DER eeSl FeC HiEyX11RUENrs mworm WITH 2910 Fac • • • • • SERIESt 400 / 6000 ALUMINUM FIXED WINDOWS iO OW12 12 1•:WPI ►NGE•IRAM�IRNDOM COMPARATIVE 3�'l6" TEIII�RED BASS ANALYSIS h NOTES �E'° 12/zoTmo• SAS NOTED n..w L-4000 e000.oR D - II y Is ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • GLAZING CHANNEL ADHERED TO FRAME I COMPOUND ESIVE MPOUND MP. INSULATE .5N0' MIN. GLASS BITE fIN FRAME GLAZING DETAI OPTIONAL GLAZING CHANNEL ADHERED WITH CLEAR ADHESIVE BEDDING COMPOUND CLEAR ADHESIVE fA BEDDING COMPOUND }1141111: n ,�"e 3/16" TEMP. INSULATED LWELMTF FVATION TESTED UNIT DESM LOAD WINNOW FRAME. RMR NOTE., 1. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE FLANGE WINDOW EXTERIOR OVERALL DIMENSION. 2. ADD 11/8' TO THE FLANGE WINDOW SIZE TO DETERMINE --6�-JNAX, TYP. THE FIN WINDOW EXTERIOR OVERALL DIMENSION AT CORNERS FLANGE FRAME ANCHORS ARE TO BE SPACED NOT GREATER THAN 6" FROM EACH CORNER. AND NOT GREATER THAN 12" CENTER TO 12 MAX. CENTER. FIN FRAME ANCHORS SPACED AS TYP. TABULATED ABOVE. • R UNIT PERFORMANCE DATA �� Q�� C. REPORT #NWn f 09-28N �, F•' S �� 5225 TEST SIZE - 84" wide % 84" hi (0) 5• �\* � P DESIGN LOADS - +90.00, —90.00 PSF ( PA-202) " STRUCTURAL. TEST LOAD - +135.00.—135.00 PSF WATER INFILTRATION TEST - 18.0 PSF O /FTL-3619 � w� DAYLIGHT OPENING - 81 1/8" wide X 61 1/8' hi TESTED GLASS j/18" TEUPOF F III . Aeyc.I ASS . 1R F GIA7Fn INSUtATEQ ... . . . Or . . . . . . . . . . . . ... . . . . •. • . . AWINSULATEDTEMPER® DESIM LORD DEEM LOAD PRODUCT REVISED Mply4 wra ONFlmlde 285 74.251 loon BdldiH. Cow 37 74.25 1 58 3 100.0 I 10D.0 �13 63.125 i 74.25 84 3 1 100.0 1 100.0 Exorad- ey D. No1ee: 4:D N FLORIDASt. NEW GLASS TYPE (SHUT vim 650, NW MEDLEY. LORI33166 /ISED As PER 20D7 rBc REQUIREMENTS LA W S V (305) 696-8660 MTED TO COM`OIM WITH 2O10 FBC AmmACrUNFIt OF 4U.UdTY AWMINUY FINPIFS AMP CUSS SWIM SERIES: 4000 / 6000 ALUMINUM FD(ED WINDOWS M*Im. 6reeo 01/ 2l %8012 PIN /!LANCE FRAME WINDOW COMPARATIVE ANALYSIS O NOTES or Ndmn 8reso "108 14 00 5/8" INSULATED TEMPERED GLASS ACAS NOTPEA S -- -. ~ L-4000/8000.01 HN.(.1�w tMt D s&— is If It I won OS Professional R@t�U�t(On '; Warta.? r:au*nNrx oBrR nIL��+�'• •�'i rr,Gr UaP;t Business. ,, t ;s.�t3�F R,�•, ObProdtict Approval USER: WWk User F v > r ct or '1e�,• a > i Upn Ilst > APplicaUon Detail or D FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL10975-R7 Revision 2017 Approved Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Q Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 dckW@rwbidgconsultants.com Vivian Wright rickw@rwbidgconsulta nts. com Exterior Doors Swinging Exterior Door Assemblies •• •• as • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Received El Evaluation Report - Hardcopy Lyndon F. Schmidt, P.E. PE-43409 and Management Institute National Accreditation 12/31/2021 Ryan J. King, P.E. L*1 Validation Checklist - Hardcopy Received ^Zc Q� COI (¢,1 "rtflcatP of IndeDP^d nce_ F' ' - Yza[ andard 1996 ASTM D1929 1999 ASTM D2843 2003 ASTM D635 2004 ASTM E1300 2000 ASTM E84 ' 1995 ASTM G26 1994 TAS 201, 202, 203 Florida Licensed Professional Engineer or ArchandaitectOf t EI M5 7REaw (tL).fG1u7' ""� http://wwro noridabuilding.org/pr/Pr_app_dtl.aspx?param=wG EVXQwtDgv!hT9G9wJlk%2fhi esUoKUgUITBKk2lQsntrgohFxoXwkA%3d%3d R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Smooth Star, Fiber Classic, Classic Craft & C1;W4 ,raft Rustic Exterior Swinging 118 Industrial Dr. 000 Fiberglass Glazari Double boor Doors Exterior Door assemblies Edgerton, OH 43517 Inswing loutswing :. •.: • Phone 419.298.1740 1 Npla, Coe � Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. qq idt, P.E.�Systgm ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1d of the &tpte gWloridaVPrUtlGCt ..... Approval, Department of Business & Professional Regulation. • • • • • • • .. ; . •' RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financiaisirere in the oe mpeny • • • • • • manufacturing or distributing the product or in any other entity involved in the approval procoss.ef tke product named • , herein. : • : • • • • • • Limitations: • • 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code'(F$>✓) ttructural requiremenis • including the "High Velocity Hurricane Zone" (HVHZ). '..'. • 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-10975.4 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #31 under active doors meet water infiltration requirements for "HVHZ'. 18. Inswing configurations and outswing configurations using item #18, #14, #15, #16, #34 and item #37 do not meet the water infiltration requirements for the "HVHZ' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-10975.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336 A,B,C ASTM D635-03, ASTM D1929-96, Testing Evaluation Labs Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339 A,B,C ASTM D635-03, ASTM D1929-96, Testing Evaluation Labs Lyndon F. Schmidt, P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub -Tropical Testing Lon Hicks, VP Operations TEL 01460030 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Wendell W. Haney, P.E. 15427-107362 ASTM E84-00a Omega Point Laboratories William E. Fitch, P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E. 2. Miami -Dade NOA Materials 17-0712.04 Saflex Interlayer (Eastman Chemical Company) 3. Drawinq No. Prepared by Signed & Sealed by No. FL-10975.4 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by j%J1111 1111171I Signed & Sealed by Anchoring R BuildingConsultants, Inc. (CA #9813) ,, �� F.•SOH& !t,,, Lyndon F. Schmidt, P.E. ASTM 300 Glass Load Schmidt, Y"M �.;. E lv SF• 5. Quality Assurance v�G Certificate of Participation issued by National Accreditation and 1+% �: No 43409 r Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies w 0 with ISO/IEC 17020 and Guide 53. STATE O • •�o,�••°.t� ' yndon F. Schmidt, P.E. �� •° L rJ FL PE No. 43409 ,se ,��ios,�@®Ge �� 10/17/2017 Sheet 1 of 1 . . ... . . . ... • • .. • • .. . . . . . . . . . . . . ... . . . . .. . THERM A.** ---.,I ... THERMA TRU DOORS 1 1 8 INDUSTRIAL DR., E430 RTiN, OH 616517• •• • • • • • • • • • • • "SMOOTH STAR'::'-11BER •leLAiSIC'; "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" FIBERGLASS GLAZED DOUBLE DOOR INSWING / OUTSWING 'IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHP' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R3012.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.22 & R301.2.12.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Rem #31 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswnrg configurations using item # 18,# 1015/16434 and Rem #37 do not meet the voter Infiltration requirements for the "HVHP' and shag be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill B less than 45 degrees. TABU OF CONTENTS SHEET# DESCRIPTION SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 7 Vertical cross sections 2 Door panel details & glazing details (Smooth Star) 8 Buck and frame anchoring 2X buck masonry construction 3 Door panel details (Fiber Classic) 9 Frame anchoring I buck masonry construction 4 Door panel details (Classic Craft) 10 Components 5 Door panel details (Classic Craft Rustic) 11 Components 6 Horizontal cross sections 12 Bill of materials 74.50° MAX. FRAME WIDTH 36.75° MAX. 36.W MAX PANEL PANEL WIDTH WIDTH W/ASTRAGAL zd x x d a e � O SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) POSITIVE NEGATIVE INSWING 74.50" x 82.00" +50.0 -50.0 OUTSWING 74.50" x 81.17" +50.0 -50.0 c RQ jr R y a LL N.T.S. :. Ere, c W. LFS sunk rw- FL-10975.4 TT _L OF J1 24-W MAX. 47 39 4 3 Z D.L.O. INTERIOR ``'' �`_= ••�� a 2 35 O ZZJ-� 44 iv'% �`•` In c o U d R� E Z$ a 35 oa v 49 EXTERIOR G1 1 46 49 39 o m� I: 0 2 1 HORIZONTAL CROSS SECTION v L i 1.54r tag O: G DETAIL A -A ta PAN �- : L K SmoolhSta c � 0 K Gl u Hr E 1 eo x loc r� IF p_) EXTERIOR INT�fOR ?; 1 GLASS BE CELLULAR GLAI"THSS _ Goss y GLAZING TAPE 1/8'TEMPERED c TAPE EXTERIOR GLASS 12 12 AIR SPACE 49 m 5/3Z ANNEALED u GLASS 39 m�'- o.o� sAaEx PVB • • • ?: : : • • • • • INTERLAYER 8 N a < • • • • • • • INTERi0 • • • • • • • —� 2 1/W ANNEALED 0000 000 • • • • • • • QOW995 GLASSOR nvnH^z o SIKA 552 SINIGGLE GLAZING ;. 't-?.r oa[ 8 25 08 i O O SPACER SME N.T.S. 39 c�oPEN MAX. • • • • • am. M, JK m AMA A& DETAIL A -A • • • • • • • cm sr. LFS 3 Panel relntorcement • • • • • • • • • • • -`� � CROSS SECTION °AFL° • • • • • • • • • 2 FL- 10975.4 0 • • ••• • • • • ••• • • ••• • • • •.• 24.W MAX. D.LO. 0 0 W f L DETAIL A -A J PANEL y Fber c DETAIL A -A Panel reinforcement • • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . %11 HORIZONTAL CROSS SECTION .i II II 39 / INTERIOR 2 VERTICAL CROSS SECTION 3 N.T.S. er JK ° L ar. LFS 3 ws Na: « 0 FL-10975.4 0 n a y3 av 2 p O: � n 24-VMAX. 3 4 %it;"e�1• � o o. 39 INTERIORAK 2 MCA 35 �: Ban 4 64 � 67 /1 `o EXTERIOR 9 a a. m a a` -� 61 35 39 1 2 4 `o Z 0 1 GI 1 ' gg Ld 8 i 4 i HOWONUL CROSS SECTION i 4 3 UU �� i � > �U o 1.49 —j II � 1.4Y Y Chic croft K EXTERIOR INTERIOR a •) 6T ML ,w� YYYYY G1 1.44" +{ 4.10 4 n iv a In 39 o cn 12 Rfl 7 DIA. MAX. so • • 0000 000 • •• • • •• • • • •• • 35 oo�NnO i n�nN •- • • }�• V • • • • •O • ••• •• o � z a 6 25 OB = 39 28.86%OPEN :� ^ `... N.T.S. ••• .•• AREA MAX. • •.• • OmW.• JK m • • DETAIL • • • • • • au ay,.LFS 3 ce• Panel relnforcemenb . . • • • . � . � 2 VERUCAL CROSS SECTION DROM N0a a •• •• • • •• • •• • • ••• • . • 4 FL-10975.4 c° mm -A- or • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• DETAIL . .• .. . •• .. . •.. . .. .. .. •. . . ... . . . . ... 24.5r MAX. i i • • • D.L.O. ••• ••• ••• • • • INTERIOR 7 • • • EXTERIOR DETAIL A -A Pcnel reinforcement 1 HORIZONTAL CROSS SWIM 5 '?r �1.4T� rls y < i T n � n 1f1�E�o c►c srr�Ec►c s1r� it EXTERIOR INTERIOR 2 VEIMCAL CROSS SECTION 5 M N.T.S. = W. JK m' c W. LFS 3 c umo !m_: • FL-10975.4 a n tr 5 orb a NOTE 1. (11) OF ITEM #11 ASTRAGAL RETAINI SCREW LOCATED 0 3/4", 2", 3-1 /4", 4-1 /2", 18-7/8", 41-7/8", 60-7/8", 74-3/4", 76", 77-1 /4- & 78-1 /2" FROM TOP OF ASTRAGAL. 1-1 /4' MIN. EMB. (iYP.) 1-1 /4" MIN. EMB. (TYP.) — 4 HORIZONTAL CROSS SECTION 6 Shownw/1X.b-b.k INTERIOR SEE NOTE I `J EXTERIOR f'�=� V'1 E'a • • CS11INK • • • • • • • 2 HOMONTAL CROSS SECTION Ind 6 ••• ••• ••• • ••• rA CROiIS SECTIO& • • • • • • • • 05;pprc*v • • • • • • • • • . • . • • • •. .• • . . •• •• • CSMK -. I-- 3 HORIZONTAL CROSS SK110N 6 =iCg.b 1-1 /4" MIN. EMB. (TYP.) o•M en JK • we er LFS 3 owrwc ►a,: s FL-10975.4 u MM 6 ai 1� Q . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ••• ••• ••• • ••• • a ,• _ ...• •mow' • a• • • •• t• • z d G� C '•..... •••• n mmS.. ��jj ° R E m°Z =V 9ta d maa� u$7 3e U1 7 U � z '_' � �J 7 0 13 14 18 EXTERIOR INTERIOR EXTERIOR INTERIOR 15 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION a 16 37 2 VERTICAL CROSS SECTION 7 Outswirg configurolon shown 7 Shovm w/i X suE� buck o 4nv/irp afro approved � � E & I 0 a a INTERIOR EXTERIOR p > > > m 50 60 e rc 40 70 EXTERIOR INTERIOR 32 1 Rge 33 — 50 60 31 W E r4� vfN VEIMCAL CROSS SECTION 40 70 ° n o � C m 7 outswfng configuration — �. m E ` Q 1 Z see general rro sheet i for qhwaterinfafratian r p p.. F h •F "fN^Z naE 6 25 08 5 VERTICAL CROSS SECTION srkr: N.T.S. �1 VERTICAL CROSS SECTION dre �: JK 7 kuwi�9 configuration 7 sehgenerd notes, t 1 a¢ W. LFS see ge= notes, sheet 1 for •liVKr water frat ation metmc NO, i � w erinfiltration requ►e—ts FL-10975.4 s•fr L ar I I II a D I TYP, HEAD I ASTRAGAL MASONRY & JAMBS I I SHOWN FOR OPENING REFERENCE I I 2X BUCK I I II I I ap O I I III BUCK ANCHORING id �g8 0 k MASONRY J OPENING FRAME O 2X BUCK HINGE JAMB 4" E .TAIL I (J _O FRAME ANCHORING Masorvy 2X tuck conshucYion CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. ASTRAGAL 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to DETAIL2 BOLT HOLE maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX ON CVqR"Himer�.sioh ate no►exceeded. • • • • • • • 3. Concrete anchor table: • + . • • • . ANCHOR. ANCHOR MIN.. 01M. iM,. TO M'ASO MY•' 1 tEj1 NCf. 'ICIPADJAC'ENT TYPE SIZE: EMBEDMENT EDGE;..:. ANCHOR nw ® I/C 1.1/4%•• ... 2"••• .A TAPCON • • • • • WOOD SCREW IMTALLABON NOTES: • • • • • • • • 1. Maintain o minimum 5/8"edge datonce'i•end4Wonce, & 1 O.C. sp=4 04 • • • wood screws to prevent the spntHng of wo%d. • • 009 • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• . — V �6"�— ASTRAGAL SIPME JA LATCH A DEADSOLT DETAIL HINGE DETAIL Inswing S o xis moaT Np 1z U m- N.T.S. = I BY. JK @ c •r: LFS 3 FL-10975.4 C fr__6 oF12 " — p . . ... . . . ... . . ... . . . . ... ... LL • • • • • • • • pO O ci Y y •• • • • •• • MASONRY TYP• HEAD is OPENING JAMBS © FRAME F ZZ 1 X BUCK 1 TYP. SILL �O SEE DETAIL 1 _ �U �? d SEE DETAIL 2 ,- 6'�— HINGE JAMB FRAME ANCHORING Masonry 1 X buck construction ASTRAGAL CONCRETE ANCHOR NOTES: DETAIL 2 BOLT HOLE 1. Concrete anchor locations at the comers may be adjusted to maintain the min. Outswing edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CR41W dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE ..TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR rtw • TAPCON 1/If 1.1/," r 6" ITW TAPCONo 3/16" 1-1/," 3" WOOD 5GNEW IN31ALLAIK IN NUIE5: 1. Maintain a minimum S/W edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. LATCH a pEADBOLT DETAIL ASTRAGAL STRIKE JAMB " N. W '•.YZ_�� n • "� LLLLLLg- � �•• Il 151 N •; n e zo R C c ada W maa� CLL EO= 3a m� x 5� >o 1z Lo LE' N.T.S. •r. JK • c m^: LFS 3 •w wa: ¢ • FL— 10975.4 °a Fr _ a Jg a i( SlD Id �, I.-d break c ® - — >1.12 IS OUTMGRiRBHOID TARE r liad-.-d s� Standard lt..te �0 Adjusfablewtth stardard Ar .te INSWING THRESHOLD =tWuh �j 5AT 1.6T • I G; Y SWING iHRESHOID 16 U15W►NG TH Ho �i rNSN7NG THRESHOLD care •� Faed with standard aihatrote standard wbskme 5.75' CD E� �o $EEz ?a 1, M 14 O HG TH 5T9a • � • self adjusting • • • • •• •• • • • . • • • • • • • • • • •• • • ••• �� Dom • • • • 19 40 Jmib 32 • • • • • • • • •• • • • • er JK CHL au m: LF'S aROM NO. : FL-10975.4 MW 1�ar 12 • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• . . . .. . . . ..• • • • • ..• • • • • • -/ \ 792Y ••y •• ID 18.86 1817 23' I 14 3T I E _ a e \ ` c m a moL IO 0 \\V, d LL m a: a. �1a ttP. 0 0 07 4.7 4.7 U 3.2Y 3.25* j z• r � a 076* 0.75' �1.910"�' a0-4- ODff'cm iu --I 0.126• nNO1¢ � OO._�yM O Z WE: 8 25 08 = SM%L- N.T.S. 5 we en LFS 3 aw.M NO -- FL- 10975.4 0 0 91EEf iu wa N 0 L BIL2)(BUCK SG i�Y �•�� :nan% I \\\ J O O m Z •• pp 4y 9 O X Z{ ? N[ gg E a8 V 8agg �"� pm�da� 81a 5 0 m g m o i ■ Z v n P=ueWoc¢, O C �i $Z N f 1 nena� ��9�vWa 0 • 0 N M h F ✓1N ^Z WE 6125108 = sauc N.T.S. o cw¢. W JK • a¢ er: LFS ; onaw�c No m • R-10975.4 c O NOTE: •• •• •• • WOOD DOOR COMPONENTS: PINE*OR 0& (SG >= 0�l2j ... •• ♦•• • • mm L - a 0 OF MATERIALS BILL OF MATERIALS DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL 1XBUCKSG>=0.55 WOOD 47 LOCK STILE lVL/WOOD ,=WOOD4BroPRaLcoMP. FA MAX.1/4' SHIM SPACE49 SMOOTHSTAR DOOR SKINA70" MNIMUM THK. FIBERGLASS RBERGLASS 1/4" X 2-34" PFH ELCO CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL WlSTEEL REINFORCEMENTFIBER CLASSIC RBERGLASS MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HO CONCRETE 51 FIBER CLASSIC DOOR SKIN .065" MINIMUM THK. FIBERGLASS FIBERGLASS • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• M IAM FGApE MIAMI--DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 3152599 NOTICE OF ACCEPTANCE (N" www.miamidagL.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 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 Miaani-Dade Cdlh :Product...•. Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Mi,6i Dede County reserve .' the right to have this product or material tested for quality assurance purposes. rfts produet or material... • fails to perform in the accepted manner, the manufacturer will incur the expense of §Mlitesting and the All. may immediately revoke, modify, or suspend the use of such product or material -Mien thei;.m4dictiorf. ' RER reserves the right to revoke this acceptance, if it is determined by Miami; j?.2Lde County Produ *t* : * * . Control Section that this product or material fails to meet the requirements of the apptipAle buMdVg ¢ode...... This product is approved as described herein, and has been designed to complyrith.the Florida Building Code, including the High Velocity Hurricane Zone. . . . . ...... DESCRIPTION. eries "FD-5455" Outs-yvt ,renc _oQr w w/o Siaot'i�:d-Transoin—N:i:T APPROVAL DOCUMENT: Drawing No. MD-455.1, Series titled "Vinyl French Door dingy, SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 Building Official. This NOA revises NOA No.16-0126.06 and consists of this page 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. ILL,NOA No. 17-0504.06 Expiration Date: January 23:f 12�Orj,�� Approval Date: December 14, 2017 Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.04) 2. Drawing No. MD-455.1, titled "Vinyl French Door and SLT/TW', sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS ... 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 • ; • • • • • . 5) Large Missile Impact Test per FBC, TAS 201-94 • • • 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ..... . . ...... • W6ug with marked -up drawings and installation diagram of a Series FD-5570/FD- • • • ' . • 2-W74 PVC double entrance outswing doors, prepared by Fenestration Testing • • • • • • ; . ; • Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by • • • :....: . Ida ids Ortega, P.E. • • • • • • • • • • (Submitted under previous NOA No.16-0126.06) 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 along with marked -up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No.13-0815.04) 3. 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 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No.13-0815.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0409. 01) 2. Glazing complies with ASTM E1300-09 au Man Pe ' P.E. Product Con aminer NOArol -0504.06 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409. 01) 2. Notice of Acceptance No. 14-0820.12 issued to Vision Exttusigps Lintted4or thgix• • • • "Brown Coated (Painted or Laminated) White Rigid PVO *EYterioir Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/3c� t % • • • • ...... (Submitted under NOA No. 15-0409. 01) ...... 3. Notice of Acceptance No. 13-1121.01 issued to Vision Extr"Wm Liniked4or thgi;. series "VE 2000 Tan 202 and lighter shades (Non —White} Rigid Cellular PV.C:..' Exterior Extrusions for Windows and Doors" dated 01/23/01, expiring on Q;/23/143 • • • • (Submitted under NOA No. 15-0409.01) """ ' 4. Notice of Acceptance No. 13-1121.02 issued to Vision Extruusiops Linjited4or their e series "White Rigid Cellular PVC Exterior Extrusions Mr. Wi ddows .and Door$•'• • • : dated 01/23/14, expiring on 01/23/19. 666909 (Submitted under NOA No. 15-0409. 01) 5. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/29/11, expiring on 12/29/16. (Submitted under NOA No.15-0409.01) 6. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr. -ft? °F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen -Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. (Submitted under NOA No. 13-0815.04) 7. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU - in/ hr.-ft2-OF, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Submitted under NO.4 No.13-0815.04) 8. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No.13-0815.04) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 13-08I5.04) "�'�Wae Manuel Per P. . Product Control E mi er NOA No. 17-0 4.06 Expiration Date: January23, 2019 Approval Date: December 14, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No.13-0815.04) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 13-0815.04) •�•��• F*:•••$TATkMENTS • . 1. : SWdment letter of conformance to and of complying with FBC 5th Edition (2014) .:.... ""' : • end FBC 611 Edition (2017) dated 08/16/17, issued by manufacturer, signed and sealed • by IV. Lynn Miller, P.E. . %. J. • Woment letter of no financial interest and of independence, issued by manufacturer, • • • •dated 04/28/17, signed and sealed by Anthony Lynn Miller, P.E. ...... :.'..3. 'Laboratory compliance letter for Test Reports No. FTL-7370 and FTL-7338, issued • ; b.Y Frnestration Testing Laboratory, Inc., dated 05/23/13, signed and sealed by Jorge • • • • • • .:...: ' A. N'aya, Jr., P.E. • • • • ; • • ; (,S(;J;nitted under NOA No.13-0815.04) G. OTHERS 1. Notice of Acceptance No. 16-0126.06, issued to PGT Industries, Inc. for their Series "FD-5455" Outswing PVC French Door w/ & w/o Sidelite and Transom - N.I., approved on 05/05/16 and expiring on 01/23/19. Manuel Pe z, E. Product Control xam ner NOA No. 1 - 4.06 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-3 SERIES FD-5455, NON -IMPACT -RESISTANT VINYL, REINFORCED, OUTSWING FRENCH DOOR & SIDELITE/TRANSOM (SLT/TR) 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE OWHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-BADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS (CMUS) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN. KSI PERANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALL WOOD BUCKS LESS THAN 1.1I2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE I Arr THICK OR GREATER. 1X AND ZX SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT AT 3A KSI MIN. PER ASTM C1107, (DONE BY OTHERS). MAX. 114' SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30M FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH THE FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET . NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) MAX. 1A- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR, SIDELITE OR TRANSOM. 8) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E13D0. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE. 10) ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. 0 R VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE DESIGN PRESSURE RATING IMPACT RATING VARIES, NOT RATED FOR MISSILE SEE SHEETS 4 & 5 IMPACT RESISTANCE TABLE 1: Group Anchor Substrate Min. Edge Distance Min. Embedment A 3/18" Elco Utramn UnWouted CMU, (ASTM C-90) 1' 1-1/4" LkVWed CMU, (ASTM C-W) 2-1/7 1-1/4' #10 Steel SMS (G5) 810 410 S.S. SMS #101" S.S. SMS P.T. Southern Pine (SG=0.55) 117' 1-3/8" Ahsnlnum, 6063-T5' 5116" 0.0sr Steel, A36• 5/16" 0.063" Steel Stud, A653 Gr. 33' 5/16' 0.063' B 3116' Elco tltracml P.T. Southern Pine (SG=0.55) 1/4" 1.3/6" Grouted CMU, (AST6A C-90) 2-1/7' 2-1/4' Concrete (min. 2.86 ks)) 1" 1-3/8' 1/4" Elco Wraeon ed CMU, (ASTM 690) 2.1/2' 1-1/4" 012 Steel SMS (G5) R12 410 S.S. SMS #1218-8 S.S. SMS P.T. Southern Pine (SG=0.55) 9116" 13B' Aluminum, 6063-T5' 3/8' 0.071" Steel, A36' 3/8' 0.071" Steel Stud, A653 Gr. 33' 31W 0.071- (14 Ga) C 1/4" Elco Uliracon P.T. Southern Pine (SG=0.55) 1" 1-w Grouted CMU, (ASTM C-90) 2-1/7' 1-3/4' Concmts (min. 2-85 kai 1' 1-3/8' 1/4' Elco 410 S.S. Crc2el lax Connate (min. 3.36 kai) 1' 1-B14' tlrlgmuted CMU, STM C-90 2-1/2' 1-114" 1/4' Elm 18-BS.S. Appre-Gator P.T. South•m Pine (SG=0.55) 1" 1 3/8' Concrete (min. 3.27 kei) 1-1/7' 1-3/8" Urgrouted CMU, (ASTM C-90) 4' 1-114" D 1/4" Elm Ultramn Concrete (min. 285 ksij 2.1/2' 1-18" 114" Elm 410 S.S. CreteRex Concrete (min. 3.35 kei) 2-112' 1J/4' 12) REFERENCES: TEST REPORTS: FTL-7339 & 7371 SEE SHEET 3 FOR SPACER INFORMATION. NOAS: ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOAS, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 10D0 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA • • • • • 13) THE 5455 SERIES IS ALSO KNOWN AS THE 455 SERIES. • • Metwlal Mkt Fr,K1777ksi stw Scmw 92 kai I" Some W kal 410 Some 90 kal Elm App�O-"pre 57 kal Elm UI•aConi 155 kal410 Be Eleo Crat•FWG 127.4 kele063-T5 Akanlnum 16 kel A38 SfiN 36 W W kW Gr. 33 3teM Bkd 37 ksl 45 kai GUIDE TO SHEETS: • • • • • GENERAL NOTES ...................... ... 1 ELEVATIONS ................. ....... ...... .. 2 CODES I STANDARDS USED: GLAZING DETAILS .......................... 3 DESIGN PRESSURES .................... 4-5 •2D17 FLORIDA BUILDING CODE (FBC), STH EDITION ANCHORS.... _....--- .................._. 4-6 62014 FLORIDA BUILDING CODE (FBC), 5TH�Or4• • INSTALLATION.. .......................... . .. 7-9 •ASTM El30DA9 • EXTRUSION PROFILES..................10 •ANSVAF&PA NDS-2015 FOR WOOD OONSTT WAON • PARTS UST ............. ............... .... _.. 11-12 •ALUJINUM DESIGN MANUAL. ADM-2015 • • • CORNER DETAILS .......................... 11 •AISI S100-12 • HARDWARE DETAILS ..................... 12 •AISC MD-10 MIN. OF 3THREADS BEYOND THE METAL SUBSTRATE TABLE 2: Type Deamtption • 1 1/8' Tempared - SW Airspace - 1/8" Tempered 2 3/16' Tam 1/2 Alnpace - 3/16' Tempered • ••• ••• ••• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e C) UPDATED TO FBC 2017, ADDED SPACER DWGS., �° REVISED #22 - JR - 04/10117 j Y w U "+a 0 arao y O �6 3i OLL O � W y � �8 wop F- Z $ W 4J o Z pt y Z Q O " 4s • W Z O Z b LU LL W U J Y Z W LU 1�1 [] 0 LL "ql 'asap sagas 1\1111{Il il,// # : No. UM ss TONAL A LYNN MILLER P.E. P.E.N 68706 37-9/18' 3"4' I WIDTHS (M X. 9� i MAX MAX.SLAB HEIGHT X. SLAB (ALL DOOR HEIGHT CONFIGS.) TYP. DOOR SLAB X DETAIL HEET --�{II(— Off MULL (MAIL II TYR OIXXIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . EXAMPLE CONFIGURATIONS,% ;. ;" j. 49J . . . r 78' MAX �•� �� 1' MULL • . . . • • • I. MULL --i�— fix• --+{I [— 40' MAX 1' MU I 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8, SHEET 5 98-7IB'. MAX. DLO 111' MAX HEIGHT / OR WIDTH m' _.' -"m I r) w 30.8 FT' MAX SEE SIZE RANGES FROM TABLE B. SHEET 5 1061/18' MAX. DLO 111' MAX. HEIGHT OR WIDTH i i i IO ONO RAILS (NARROW STILES AND WIDE E—sl RAILS SHOWN ON SIDELITES) 40' MAX. 38.314' HORIZONTAL 1 MAX - 1 MULLION LENGTH IPA 40' MAX TMP' _ 1' MULL 98' MAX VERTICAL MULLION LENGTH SINGLE O SINGLE O (WIDE STILES AND WIDE (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) NOTES: 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1' FRENCH DOOR MULLIONS PER THIS NOA. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. 4) FRENCH DOOR MULLION IS LIMITED TO 88' IN VERTICAL APPLICATIONS AND 40' IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. 8) ADDITIONAL CONFIGURATIONS USING THE 1' FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. OIO (MAXIMUM OF 2 MULLED SIDELITES) (WIDE STILES AND NARROW RAILS SHOWN ON SIDELITES) O/O WITH HORIZONTAL MULLION (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITE 8 TRANSOM) 1 1' MULL O/X WITH HORIZONTAL MULLION (NARROW STILES AND NARROW RAILS SHOWN ON TRANSOM PRODUCT REVIS:D as rn ptyvg with the Florida B�iIJm8 cc& A¢tcpW-C4 No 11_oID4 C) NO CHANGES THIS SHEET JR • 04/10/17 � Y 3 U „ay oo O ,y2 a! W S. 8 a' N O�� ZU_ ILLco � e ,oN w oZ ti U o o o F QQQ N 1Q O 8 (� laays iii`pppydii!!! z LL Z Sw z O ~ Lo� LL J al°'S �c iQ u Z X o 5 W '+ a17l/ �>so0 sau rNLY �,`cE"sF M/CAE` * ; No. 58705 *' A. LYNN MILLM P.E. RE.M 58705 TAr NOM. GLASS STACK is ARSP, Tip:EXTERIOR 1 I 118"TEMPERED GLASS ♦' ©ws� "4��, GLASS TYPE 1 7/8' NOM. GLASS STACK 5/8' AIRSPACE lAr TEMPERED GLASS EXTERIOR 27 a �-, DOOR, SIDELITE & TRANSOM GLAZING DETAILS 7/8' NOM. GLASS STACK -1/8' TEMPERED GLASS 1/2' AIRSPACE 3/19' TEMPERED GLASS 3116' TEMPERED GLASS EXTERIOR GW9eRE a � � GLASS BrtE GLASS TYPE 2 718' NOM, GLASS STACK - 11W TEMPERED GLASS VT AIRSPACE 311 8' TEMPERED GLASS GLASS SITE a a r!-M-Aljo GLASS TYPE 1 SHOWN al SIDELITE ADAPTER STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT.GLASS � 1/4' NOM KODISPACE 0 4SG TPS ,Ni. GLASS HOT -MELT BUM 3118' NOM. SUPER 0 SPACER®NXT'" INr. GLASS ALUMINUM BUTYL & DESICCANT AM EXT GLASS S DURASEALO SPACER INT. GLASS -3/18' TEMPERED GLASS POLYISO- DESICCANT FILL AREA BUTYLEyt6'NOM. SEAL SILICONE SEAL ROLL -FORMED \\ cuss ells STAINLESS STEE XL EDGE"A GLASS TYPE 2 SHOWN IN SIDELITE ADAPTER • • • • • * E)er. GLRSS O SPACER • • • •• • • • • • INT. CLASS ••• •• • • •• Part 0 Description Malsrlal 38 W&rgwfhjMG x 39 411mm S Spacer rd[T with Hol Mon. Butyl Sao INS Shag for 40 Ptavrx mm • • Materials 41 WdW )k%dye Space► • REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISLD es c plyir* wild the Ficritt Cock!j1d,g Nu Datey ATiani y C) ADDED SPACER DRAWINGS- ' AR - 04110/17 0) U Ma o > a,� U) o 10 o< J � M Y Z LL Um a zm w ao LL m 0: ®+ p �ws Z Z W O 'Iws W LL to u U Z Z � a e O 5; (!) LL ed.aaap e�,us5 LYNIy No.58705 *� •'•...ORIDP..' G\�� S /ONAL 00 " A. LYNN MILLER, P.E. P.E.e 68705 SINGLE DOOR INSTALLATION M 4-�.4 1 MA 9•MAX 9-1rz- MAX. Al2: CENTEREDBETWEEN CENTERHINGES B H NI GEES SEEI NO lr o.c. NOTE t j CENTERED i I \ MAX. g LOCK CENTERED BETWEEN BETWEEN I I I HINGES HINGES i A �I 10.10 L 9' MAX 10.1rz- L MAX ANCHOR REOUIREMENT SAME AS HEAD MAX X TABLE : DOOR OESMiM PRl33URE .1-M.0 PSF Olna Type 1 +1-70.0 PBF Glm Typ.2 TABLE 4: DOUBLE DOOR INSTALLATION ml ASTRAGA CLUSTER I I I I ANCHOR REQUIREMENTS SAME AS HEAD XX, (USING ASTRAGAL) 4' O.C. MIN., SEE TABLE 4, THIS SHEET, FOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE I I I SEE NOTE 1 I 1 XX Door: Axlmgal Cludor Anchors R.gWrsA g w.a s sul Door WIAh (in) 46 60 1 72 76 ❑ ❑ Q 80 4 4 4 5 4 5 4 4 96 4 5 4 6 4 e 5 4 ... . . . ... . . %.... . .... . . . . . . . . . . .... ....... . SIDELITE-TO-SIDELLTE ; . ; • • ; • WELELF-TO-DOOR MULLIONINSTALLAPTION• • s• •MU�LIOPQINSTALLATION (010) X`O OIX, � V QrLO, XIOIX, OIXXIO, ETC) ... .� -- SEE MULLION CLUSTER -- SEE MULLION CLUSTER DETAIL BELOW ��\ DETAIL BELOW 96' MAX. MULLION ' LENGTH IN VERTICAL APPLICATIONS TRANSOM -TO -DOOR (X/0) OR TRANSOM-TO-SIDELITE (0/0) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, SIDELITES 6 TRANSOMS TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL PRODUCT T 7: HOR�NTAL MULLION DESIGN PRESSI.IRE +1-70LO PSF -M SAME AS HEADY• g i I^ \`\1'MULLION MAX. 4'O.C. MIN./ � 6' `14"D.C. MIN. I� �FSIDE- SEE TABLE 6, THIS SHEET, FOR ANCHOR \�\ IDLITE QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE i \ 1' MULLION MAXHORIZONTAL MAX• I li MULLION j I APPLICATIONS I MI AX t ALWAYS REWIRE MAX- A TWO (2) ANCHORS (TYPE A-D) AT EACH MULLION END. 4U- MNL MULLI VN LCAVV 1 N IN fl ILUN 1 K AYI'LlUll MVJ, TRANSOMS WIDER THAN 40- WILL REQUIRE ADDITIONAL STRUCTURE OR DADE-APPROVED MULLION BETWEEN TRANSOM AND DOOR/SIDELITE. 96' MAX. MULLION LENGTH IN VERTICAL APPLICATIONS SAME AS HEAD MAX ` 8'% \\ 11'MULLION 4', 4' O.C. MIN. FI� , II SEE TABLE 6, THIS SHEET, FOR ANCHOR 1\� LITE ['t7�11FORTYPE i QUANTITY, SEE TABLE 1, SHEET Arlchm A gulmd for ■ V.rdcW MuMm hsch =11lon arid) Door or6Meftw7mnon Width &0 12 24lfil 40 2 tti) A m lHl 1132I u o o 1Si&Wf4 u c w 0 �a Door SLTAR M WA 2 1 2 2 1 S 2 1 WA WA WA 1 2 1 2 2 1 J T 1 3 2 1 Door M WA 2 1 3 2 1 J J 2 WA WA WA BLAIR 1 2 1 3 2 1 J 3 2 3 J 2 FOR -OIXX)(r AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THE FRAME WIDTH OF THE DOUBLE DOOR WHEN USING THIS TABLE. INSTRUCTIONS: 1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIXANCHORS SEE TABLE 1, SHEET 1, FOR ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH HINGE LOCATION (RECOMMENDED #10 FLATHEAD SMS OR 3116' FLATHEAD ULTRACON FOR EACH HINGE ANCHOR} 2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR EXAMPLE, ON AN -XIO- CONFIGURATION, THE OP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. NOTES: 1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1' FRENCH DOOR MULLIONS. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY OR 4) FRENCH DOOR MULLION IS LIMITED TO 96- IN VERTICAL APPLICATIONS AND 4(' IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIOELITE/TRANSOM OR MULLED ASSEMBLY 6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PRODUCT REVISED m camoying with Ole Florida �Aatptmo. Expiration Date -'fQ f' By 11 C) NO CHANGES THIS SHEET JR-04/10/17 W U W IC 0 'o Sono N O ui O ZLL0 u — = W o7 v 9 Z_ U.1 aao 0 Z F N c e O W 1aa45 U CO Z 'a Of arox o W cr LL a z z w d > O •nu 'asap as;,a ��•��aNY NM/. LYN,��, �� '� : ' LICENSE •, 4 * : NO.58705 SS, G A LYNN MILLER, P.E. P.E.;M 68705 Sllelft/Transom Design Preson (41} pof) for Glass Types 1 i 2 Long Side (in) 633/16 66•5/8 88 70 72 76 78 82 84 88 92 98 98 104 108 ill 24 +1-70 +1-70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/.70 +/-70 28 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 32 +1.70 +1-70 +1.70 +170 +/70 +1-70 +1-70 +1-70 +/-70 +1.70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 35 +1-70 +1-70 +1-70 +l-TO +/-70 +/-70 +/-70 +/-70 +/-70 +/ 70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 303/4 +/-70 +1-70 +1-70 +1-70 +/-70 +/-7D +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/ 70 +/-70 40 +/70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 +/-70 +/-70 +/-70 +1-70 +/70 +/-70 +/70 +/-70 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +/-70 +/-70 +/-70 +1-70 +/•W,8 +/-%.5 44 +/-70 +/-70 +/-70 +/70 +1-70 +1-70 +1.70 +1-70 +/ 70 +/-69.6 +/-68.6 067.7 +/67.3 m 46 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/•89.4 +/38.7 +/47.6 +/38.5 +/36.8 a 48 +1-70 +1-70 +1-70 +1-70 +/-70 +/39.9 +149.1 +/37.8 +137 +1 .8 +/44.7 50 +/-70 +/-70 +/-70 +1-70 +/-70 +/48.4 +/-67.8 +/38 +/45.4 +/34.1 m 52 +1-70 +1-70 +1-70 +/-70 +/•68.1 +137.1 +/38.2 +/34.6 +/33.9 54 +1-70 +1-70 +1-70 +1-9.2 +/68 +/45.9 +/35 +/33.4 66 +/-70 +/-70 +/39.7 +/48.3 +1- 7.1 +/34.9 +133.9 68 +/-70 +/-70 +1-69 +1-67.6 +1-88.3 4/34 00 +/-70 +/49.8 +/-68.5 +/37 +/45.6 82 +1-70 +149.2 +148 +/48.5 833/16 +/-70 +/49.1 +/47.9 066.2 66{NB +J-69.1 +/-68.9 28' O.C. MAX. IF SHORT SIDE IS 40' OR LESS 28' O.C. MAX I IF LONG SIDE IS 40'OR LESS I 1 I 1 23-112' O.C: MAX. I IF LONG SIDE IS OVER40' I S' MAX (SHORT SIDE) (WIDE STILES AND WIDE RAILS sHoWN ON SIDEUTES) SIDELITUMANSOM INSTALLATION (0) 23-IrZ O.C. MAX. F SHORT SIDE IS OVER 40' I SEE TABLE 9, SHEET 6 FOR ANCHOR I QUANTITY, SEE TABLE 1, SHEET i FOR ANCHOR TYPE. I I I I 12' MAX (LONG SIDE) NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELRERRANSOM OR MULLED ASSEMBLY. 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 29' O.C. MAX. 23-1R' O.C. MAX IF SNORT SIDE IS L IF SHORT SIDE IS 40" OR LESS OVER 4(r I______________ - I I SEE TABLE 9, 28' O.C- MAX I SHEET 6 FOR IF LONG SIDE IS i ANCHOR 40' OR LESS I I QUANTITY, SEE �i I I i TABLE 1, SHEET 1 FOR ANCHOR I I I I TYPE. 1 1 l�I I I I I I I 23-1/2' O.C. MAX. I I I I I I IF LONG SIDE IS I 1** 000 • • el I • • • • OVER 40" j j • • • • •• • • �• • • I• • at •• • • • s___i_a_•_� drMAX (LOW SIDE L --------- -----J (SHORT SIDE) N ROW STILES AND NARROW • HOWN QI SIDE • • • • • • • • •• • •• •• •• • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 •e• 0 0 -° C) NO CHANGES THIS SHEET d JR - 04/10M7 W i U > y O a7�0 OW IC 0 cm3 LL Zto R� 3: LLT fa tu co a � uMwO 77 Ohio .Y E Q Z � J � � Z LL O N ® LU 7aa4S U Z Z W N W aio g O Q= LL Z w CD V U Z W p LL > p aa1 '��O saw Y LYNNM�'�., * ; No. 58705 ,AD • S TE S�o • ��G�� NAL `,,, A. LYNN MILLER, P.E. RE.0 58705 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ••• • • • • ••• • • • • ••• • • • TABLE 9: • • • • NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELlTERRANSOM OR MULLED ASSEMBLY. 2) SIDEL"JrRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3)-FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �0000000000000000©©©©®©®o��.��©0000 0000000000©o©o©o©©©©o©o©o©o©©©ono ' �000000000000©0©00©0©0©0©0©0©©0000 O��oo©o©0000000©000■�©o©o©o©o©o©©0000 c►�moo©000©0000000000©o©o©o©o©o©©0000 0�..��oo©o©o©o©00000000©©©o©o©o©o©©0000 ©o©o©00000000000000©0©o©��v�� ©o©o©00000000000000©��■a�� b� &wnA liiE F7ce11de Accepta�m BY w C) NO CHANGES THIS SHEET p JR -aalanLj W Y U W z ~ o Q $ a m 7'745 ®� a = o z WZUZ aloes W t U Z J 0 j U) LL allly 'used seues � �.. �tCEN3F••,(C� �� No. 56705 tS A LYNN MILLER, P.E. P.Elt 58705 EMBEDMENT 1A' INSTALLATION MAX. SHIM 23 OPTION 1 INSTALLATION ANCHORS EDGE 16 INTO 2X W00D. DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS, SEE TABLE 1. SHEET 1. 1 I I I n I I I I I `LGJ DETAIL 2X WOOD 13UCKSTRIP ALSO SEE BELOW OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR V TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. TYP. ANCHOR TYPE, EMBEDMENT AND AVOID INTERFERENCE WITH EDGE DISTANCE PER SUBSTRATE, SEE ANCHOR CHOOSING 18 OPPOSINGTHE TABLE 1, SHEET 1. E CORRECT LENGTH OR TYP. ANCHOR TYPE, EMBEDMENT 1/4' STAGGERING LOCATIONS. 23 EMBEDMENT AND EDGE 23 DISTANCE PER SUBSTRATE, SHIM 10 SEE TABLE 1, SHEET 1. EDGE 18 DISTANCE - •..• IRt 'r I 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. IUI U #10 FLATHEAD SMS WITH 1 MIN. 3 THREADS BEYOND INSTALLATION 29 METAL SUBSTRATE. OPTION 2 42IO (\ INSTALLATN TT ANCHORS DIRECTLY ' INTO MASONRY. 26 4 7-2 47 as I I�+N V`yl EXTERIOR 32 EXTERIOR• • • • • • • O • V 1' FRENCH DOOR MULLION 18 70 • • • f0 2i s • 1 ANCHOR PER HINGE TO BE THROUGH • • • • • jrEF6. • • • DETAIL SUBSTRATE. MIN. 3116FLATHEAD DETAILOI • • • • • nr • • DETAIL J) ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1. • • • • • • • �7 • • • • INSTALLATION NOTES: 1) USE ONLY SUBSTRATE-APPROPRUTE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION 0P4jILS -&-l'f AAY BE44V OIZ • • : • • : • ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1R". IX WOOD BUCKS ARE OPTIONAL IF UNIT CA I PE INST4.LED %IRE4Y TO • MASONRY. WOOD BUCKS DEPICTED AS'2X' ARE 1.1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY O11ERS OR ASOMOWD BY THE• • • • • • AUTHORITY HAVING JURISDICTION. • • • • • • • • 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. • •• •• • • • •• •• ••• • • 0 000 0 0 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. PRODUCT REVISED m ce Pl yin8 wilk "F1a11da 19 gm C) NO CHANGES THIS SHEET JR•04I70/17 U U Na j vei O o� o } a oo O IC � J O LL Z = LLO �Z7X �B H .t0 9 C) ZU. O Q � C ® O T. = Z Z Wir alwS LL LL J z W o j Z LL a171 '�sd0 saua5 LYNN,y� '� : '' �,ICENSLc •' • �� No.58705 *= ' 0� TAR '�'•lVgz ORION.. N 10NAL I�NG`• A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. V FRENCH DOOR MULLION INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X SUCKSTRIP INTO MASONRY. EMBEDMENT • 1/4' .s MAX. EDGE SHIM DISTANCE : TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER . SUBSTRATE, SEE TABLE 1, SHEET 1. CONCRETEPCMU PER ANCHOR REQUIREMENT 1X WOOD EXTERIOR BUCKSTRIP. SEE NOTE 2, THIS SHEET, INSTALLATION NOTES: TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. SIDELffE/TRANSOM FRAME WIDTH ►{ DETAIL DETAIL G� ... . . . ... . . ... . . . . ... . . INSTALLATION • • • • • 1/4' O N4 •• •• MAX. • • • • • • •INSTALLATION bYCHORS • e,,,,, DOOR FRAME WIDTH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABI E 1. SHEET I. AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. EXTERIOR �V EMBEDMENT DISTANCE I 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS'1X%ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1)7. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS '2X' ARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM, 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE. TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. CONCRETE1CWWJ PER ANCHOR REQUIREMENT EDGE DISTANCE L TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 1. MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1/4" MAX. SHIM /—n `—{ 4) EXTERIOR INSTALLATION DETAIL c� OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. PRODUCT REVISED n complying with the florid. &cldiag Code Accrylanp TlO 'ratio. Dote By M38ati C) No CHANGES THIS SHEET o JR - 04/10/17 o: LU U 3 a� L9 N ly a,ao K 0 � m gp z U < UWW 0i8 Vco �a 7 ~ W y vwnid oN JMO G H > Z co ZLL O a 00 laa45 ® O = N Z f2 Z 'a W alas o LL \, N ```71I111Il1f/!/// �Y LYN'v O.......... * : No. 58705 �o . TE0 10NAL ENS A///11111111 A. LYNN MILLER P.E P.EN 58705 INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE DISTANCE n CONCRETE • 2X WOOD 4 32 1B PERANCHOR .. JIP IN OR FRABUCKMING, L/ REQUIREMENT .• EMBEDMENT SEE NOTE 2, EMBEDMENT 1 1 .• t THIS SHEET t 23 1X WOOD 1X WOOD BUCKSTRIP, SEE REVISED BUC 23 NOTE 2, THIS SHEET. PRODUCT Florid& NOTE 2, THIS SHEET. THIS SHEET. u �ply� withthe 1/4• MAX SHIM 1/4• h4AX SHIM BmT� 17 N, ,� �9 18 25 FInt1o• Date n 23 8y 10 18 1 M. Cowd TYP. ANCHOR TYP. ANCHOR 18 TYPE, EMBEDMENT TYPE, EMBEDMENT I I 29 AND EDGE AND EDGE « C) REVISED 11122 - JR - 04/10/17 TYP. ANCHOR TYPE, I DISTANCE PER DISTANCE PER "> EMBEDMENT AND EDGE 7t SUSSTRATE.SEE 31 SUBSTRATE, SEE DISTANCE PER SUBSTRATE, 1 I SEE FLUSHBOLT TABLE 1, SHEET 1. TABLE 1, SHEET 1. SEE TABLE 1, SHEET 1. AVOID I I I DETAIL, SHEET 12 U INTERFERENCE WITH I 1 I Y OPPOSING ANCHOR BY I l 8 3 co CHOOSING THE CORRECT j IY O LENGTH OR STAGGERING I DETAIL 1� 6 p o -i; rn i LOCATIONS. } r (D C4 --a O W 'p LO EXTERIOR 33 DETAIL O e- � o J 8 Z LL m go W 77 •a W U i SIDELTTTJ TRANSOM I-- Z JAta DETAIL H DOOR VISIBLE LIGHT WINDOW FRAME VISIBLE LIGHT HEIGHT O Z " 1-- � HEIGHT (DLO) HEIGHT (DLO) p LL I 1 2 o J DOOR _ 0= FRAME HEIGHT ® O Na45 EXTERIOR I F O V t,.1 Z a) Z INSTALLATION NOTES: a 1 < LU ato>5 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE EXTERIOR i 1 DETAIL nJ DETAIL�D o LL /� 1 I I I F LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON 71 In ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. j INSTALLATION TYP. ANCHOR � LL II OPTION 2 TYPE, EMBEDMENT 2) WOOD BUCKS DEPICTED ON THIS SHEET AS •1X', ARE INSTALLATION I I 7+ INSTALLATION AND EDGE DISTANCE PER att1>rao saua BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-1/2•. 1X I • •A [PRE?R • SUBSTRATE, SEE WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED •2x OPTION 1 1 I I 22 • i TYP. ANCHOR INT*A!%..t. • • • 29 TABLE 1, SHEET 1. DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS ARE INSTALLATION R5 • TYPE, EMBED�T • • • \ '��•. • • �/ 1.12' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED OTHERS 2X WOOD. INTO 2X WOOD. • • • • • AND EDGE • • • • 1/4• MAX. SHIM OR � CEN BY 24 T DISTANCE PER* • • • 1 • '•, Q APPROVED BY THE AUTHORITY HAVING JURISDICTION. IO . I SUBSTRATE. SEE 23 _� NO. 58705 3) FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER 2 TABLE 1, SHEET 1. NON#IETALLIC GROUT - FULL SHALL BE OF A SIZE TO PROVIDE FULL FRAME OF THE DOOR, ISUPPORT TO THE DELITE OR TRANSOM, FULL LENGTH 114' MAX. SHIM • • •• • LENGTH - D �O ••' _ SATE O ` 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR • • • • � • • - • • ' ' EMBEDMENT � � '•.F<OTt1OP.. •'G�� S ....... ' SIDELITE, TRANSOM OR MULLION APPLIES TO THE WMOLE 2X WOOD BUCKSTRIP �� '�� EMBEDMENT • ClCRE•E P R • • • • • • • • • '• • • • •` ♦ •.• i ��'/"01VAL �N SYSTEM. OR FRAMING SEE ANCHOR • , •' . ' ' • • 7N ��• NOTE 2. THIS SHEET fiEQUIREMERI* •' • EDGE DISTANCE —�--�{ EDGE DISTANCE A. LYNN MILLER, P.E. P.E#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.565' 1.000, OFRAME HEAD & JAMB #20000, Rigid Cellular PVC 1-1-503" -� .080" 3.564' 5 HINGE STILE REINFORCEMENT #20013, 6063-T6 1.358" .062" , F )— INACTIVE 13 ASTRAGAL COVER #2DD04, Rigid PVC 3.925' 2-146' I I 278' 3.518' off 3.578' --� .888' OTOP & BOTTOM RAIL O PANEL STILE REINFORCEMENT REINFORCEMENT #20014,6063-T6 #20015,6063-T6 1.375' OFRAME SILL #20001, Rigid PVC -14 1.4501.�4✓5�j0(' J I .8110 070' ,� 6 FRAME SC COVER #20007, Rigid PVC ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . . . .. . .. .. .. I • • . 2281''—�• 4.BZZ' • • • • • • 312' 1.� • • 3 PANEL RAIL 8 STILE #20002, Rigid Cellular PVC 2.488' 761" T}II I 3.518' .080" Lj 1.075 8 ACTIVE ASTRAGAL #20016,6083-T6 .682" 1.45T �075 • � SipECfT}'A�PiER • •: •4 #20D03,*bgld PVe • 9 INACTIVE ASTRAGAL #20017,6063-T6 .075 �. � .� � 1.25�8• �+-- 0 4 .37}T5"II .773" III —+{FF .087 ADD -ON 1" MULLION O� ACTIVE 7 FIN/FLANGE 18 CAP 1 9 ASTRAGAL COVER #20008, Rigid PVC 20009, Rigid PVC #20011, Rigid PVC g32" 93S 2285" 1.875 � 1rr 0.125' I 1 .050' T�- I .06T 1 .101' J ��.723" SINGLE DOOR THRESHOLD ANCHOR THRESHOLD 20 ASTRAGAL COVER 22 COVER 23 PLATE 24 CAP #20012, Rigid PVC #20057, 6063T5 #19031, 6063-T6 #20020, 6063-T6 ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. 1.012' 1.625 +•� .930" r .o4r� zoo" � o5m t .374" 1DT 4.561' 1.000" �0 1"FRENCH DOOR MULLION #20022,6063-TB 25 DRIP CAP 26 HINGE TRIM 27 7/6' BEVELED COVER BEAD I #20021, 6063•T6 #20023, Rigid PVC #20024, Rigid PVC' - •D{ICr REVISED -waFlyiu3 wiN the i7a\1da .•aldmg C,lde .\acepla•w No ?0 R tlaprrtw. D.ro r h1i•m Cooed h C)REVISED #22-JR-04l10M7 LU Y 3 U �a � w LO �n O } A a aloe 0 h °o a s °z r ' u_La Rq W of, 3M0 O �z 8 y Qo u_ ® O I] laaVS N Z y 'a W 0 °I�=s o LL U z d > WU. aN1 '=sap saua5 `�ONV LYNNM'�,� . / N0.5B705 7111 r111\1\ A. LYNN MILER, P.E. P.E.Y 58705 TABLE 10: 0 POT Part OesMpbon Material r mrr 2 20001 Dr Fmm SO Door PVC S 002 20 POMI Sbk b RON Cobtor PVC 4 20003 SM" Ad RWW PVC 20013 Rings Stile Rekda mwt Nun., 0053-70 0 20014 awl mr PAN bced Alum, WBS-78 7 20015 Panel silk, Alun.. 76 6 20016 Activ A.6"M R PVC 9 20017 k-" Ao Rlpld PVC 10 20022 1' F—h Ow MWon Nun., 9083.15 13 20004 kucthe As Cuor RVdPVC 10 20007 Sans Cow RW PVC 17 20000 Add.. FINFYnpo RVA PVC 16 20DOO V MUM" Cap Rip PVC 19 20011 Ac#w As 1 CoNr PVC 2001 Owr AsbW1Cow Rio PVC 22 20057 ThreehoM Covr Nun., S063-T5 23 19MI A-hw Nun., 0003- 24 20020 lThmhohd Color Nun.. 003.78 25 20021 Drip CapPVC 26 70023 Trim Cmr PVC 27 20024 TIT B..I d Bond RWW PVC 26 Fin WoollhAntrip 29 1671/3 Firm WeotMmdp 31 714FPT41M W FmnMo4M4s Slab Scow. 014 X 1-1/2' Ph. FH, 16.6251 O.C. Shkdoso Steel 32 7S101X F—t.-Nsr. Sbb Serow. 010 X 11 Ph. FH, 2B O.C. Stablba Steel 33 76X1FPT4/O Rok*mn rd Su .. 00 X 1' Ph. FH, 16• o.c. Stokd000 Steel 16xzFPAx Ftom Ae Sc 0 X2' Ph. FH Shirds" S" 35 714FPT41r W W Sbb Aseerr•ly rNY. #14 X 1-11r Ph. FH Shkdsas SARI 134I 37 71420X2.25 N-W Slab Assembly S— 014 X 2-1/4- PR FH Shkdno Steel 421 720026 Sbek, .5-A5 EPDM 431 Bee . De•4195 r GE-T700 SBer• 47 -73 "a HWwrs BOAR, ToWe 11, SMN 12 90 20063 Y-0, As Cep AoNel 91 20035 A.W. Antra" CAP A.-W ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC OR VISION EXTRUSIONS, LTD. ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM. DAYLRE OPENING( DLO) SIZES WHEN USING PART If 3: (WIDE RAILS OR STILES) X DOOR FRAME HEIGHT-12.1 = DLO HEIGHT X DOOR FRAME WIDTH - 12.3 = DLO WIDTH ()O( DOOR FRAME HEIGHT / 2) -12.1 - DLO HEIGHT (XX DOOR FRAME WIDTH / 2) -11.7 = DLO WIDTH SLT/TR FRAME HEIGHT- 12.1 = DLO HEIGHT SLT/TR FRAME WIDTH -12.1 = DLO WIDTH WHEN USING PART# 4: (NARROW RAILS OR STILES) SLT/TR FRAME HEIGHT- 4.9 = DLO HEIGHT SLT/TR FRAME WIDTH - 4.9 = DLO WIDTH DOOR JAMB DOOR JAMB INSTALLATION ANCHOR INTERIOR DOOR SILL • • • 31 • JAMB W/NARROW FRAME S*ELITLMW4SOM _ SIC W/1ME FRAME! (HEAD SIMILAR) ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • .+x ca*pt yin3 with the Florida 9widoo Cede Acceptrtoe Ho Qpii Expi I)e1e By M. i C) RVASED # 22 - JR - 04/10/17 a µl U ma 7 rq co O 0 0 NNa D.' to LL Z co a 6 LL or I- Z ` O W E t a9a t- ZZ COD LL O it ® 00 ¢ hays 0 J M W 0 O LL d Z w } z p d > (.5 LL a171 'ztaQ taus \11111 t n ' �' ONY LYAIV " * : No.58705 jo 40 10NAL A. LYNN MILLER, P.E. P.F456705 •.. . . . ... . . . .. .. . . . .. .. ••. • . . . ..• . . • ... HARDWARE DETAILS & LOCATIONS • • • • • • • • • • • • • • 52.55 • 53, 55 47-49 �'�• ••• ••• •• ••• �J �r. EQUALLY- / SPACED / / 87 4749 EQUALLY - SPACED O \ 44' EQUALLY- MAX SPACED 8' \ 10" MAILfak' TYR t 1 (70.7i�) T "X" CONFIGURATION TABLE 11: 0 PGTPart# Description Material 47 66MMI MOD 3-PT ftho Lock (68"), Amesbury Inc, s teai 46 666032702 P3000 3-PT Rhino Lock (o%er 6'8"), Ames" Inc, Stainless Steel 49 71032)(1FPFX Rhino Lock Screw: 1032 X 1" Phil. FH Stainless Steel 52 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel 53 20028 Center Strike Plate Assembly, Amesbury Inc. Stainless Steel 54 7S101X Strike Plate Screw, Qq: $10 X 1" Phil. FH 410 S.S. 55 7SX12PFHUX IStrike Plate Screw, : 88 X 1/2" Phil. FH 410 S.S. 60 7SB1202 Flush Bolt ()Oq 61 7BW725 Flush Bolt Rod QOo 62 420034 Flash Bolt Guide QOQ 63 7832X12FP)P Fkuh Boll Guide Screw. 832 X 1/2' Phil. FH 64 48033N Guide Pin 65 78036 Flush Bolt Strike Plate QOQ, Amesbury Inc. Stainless Steel 66 7832X12FP)P Flush Bolt Strike Plate Screw, QOq: 88 X314" PM. FH 410 S.S. 67 merles Hw AlelLe%w 68 %arias Dummy Handle/Lever 70 20025 Bud Hinge, Amesbury Inc. Stainless Steel 71 71032X1FPFX Hinge, Slab Screw: $10-32 X1' PNI FH Stainless Steel 72 7S101X Firge, Frame Screw.. ANOX 1" Phil. FH Stainless Steel N ) i "XX" CONFIGURATION \ 61 SEE DETAIL, TOPLOCK SIMILAR HINGE DETAIL: ant B BEYOND PANEL -0. C LI U IAIL' C) NO CHANGES THIS SHEET e JR - 04110/17 z ¥ (0 7- > c++77 R' In 2 0 L p ZLLm U W d a �e F � j uwwp Z 0 z Q uj LL o N Q, O Lu r-7 S H WX to ryo.� C M ILL [L Z 11ff�� of z w d > O U. �I7!1 'crap saurS ``�lrrnnrr7r7j * : No.58705 ' -� O% ATE TONAL E` ''rrrrni111`` A. LYNN MILLER P.E. P.E.e 58705 O LORIDA M A DADE MPRODU T COUNTY, SECTION • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 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 Ilse Xuthorit% Having Jurisdiction (AHJ). ' This NOA shall not be valid after the expiration date stated below. The Miarpi—Xgle CobuN.Product ... % Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami ,- e County) reserva the right to have this product or material tested for quality assurance purposes. Ifthis,Produot•or materia; • fails to perform in the accepted manner, the manufacturer will incur the expense of Axl?testing'and the AH.1";". may immediately revoke, modify, or suspend the use of such product or materiarMM their.J09dictiori RER reserves the right to revoke this acceptance, if it is determined by Miai —lade County Itroducf Control Section that this product or material fails to meet the requirements of the ap*plivage buiidir..gp ode. This product is approved as described herein, and has been designed to comply with the Flotda'BAilding Code, including the High Velocity Hurricane Zone. ' ..' .. : 0 0 0 DESCRIPTION: Series "FD-5455" Outswing PVC French Door w/ & w/o Sidelite and TranSdm'— N.I. APPROVAL DOCUMENT: Drawing No. MD-455.1, Series titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 Building Official. This NOA revises NOA No. 16-0126.06 and consists of this page 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. 17-0504.06 Expiration Date: January 23, 2019 �2�v5tj� Approval Date: December 14, 2017 i Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.04) 2. Drawing No. MD-455.1, titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ...... 5....TESTS . • • • • 1. T" 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 • • • • • • • • • • • • • • 5) Large Missile Impact Test per FBC, TAS 201-94 """ `" ' • • • 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •;; •along with marked -up drawings and installation diagram of a Series FD;5570/FD- •' • • •; .277.0 PVC double entrance outswing doors, prepared by Fenestration Testing • • • Laboratory, Inc., Test Report No. FTL-8717, dated 11/16115, signed and sealed by • • • Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0126.06) 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 along with marked -up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No.13-0815.04) 3. 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 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0409.01) 2. Glazing complies with ASTM E1300-09 Man Pe , P.E. Product Con rol aminer NOA-0504.06 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. ... • (Submitted under NOA No. 15-0409. 01) . . .... ...... 2. Notice of Acceptance No. 14-0820.12 issued to Vision ExtnAlonS Limlted for their "Brown Coated (Painted or Laminated) White Rigid I'Ve terior TiTrusionIS for Windows and Doors", dated 11/06/14, expiring on 09/30/U.. (Submitted under N. OA No. 15-0409.01) 0 : .... .. ..... 3. Notice of Acceptance No. 13-1121.01 issued to Vision Exti'm1di S Limitltt for theft" •' series "VE 2000 Tan 202 and lighter shades (Non —White .Ngid Cellular PVC * :: Exterior Extrusions for Windows and Doors" dated 01/23/1K expiring pn 01/23/1 i.... % (Submitted under NOA No. 15-0409.01) : 0 0 0 0 4. Notice of Acceptance No. 13-1121.02 issued to Vision Extrufions' Limijtttt far their series "White Rigid Cellular PVC Exterior Extrusions for Windows and'Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under NOA No. 15-0409. 01) 5. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/29/11, expiring on 12/29/16. (Submitted under NOA No. 15-0409.01) 6. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr.-ft? °F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen —Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. (Submitted under NOA No. 13-0815.04) 7. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU - in/ hr.-ft2-`F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20'F in 48 hrs. (Submitted under NOA No. 13-0815.04) 8. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.04) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 13-0815.04) Manuel Per94P. . Product Control Ex mi er NOA No. 17-0 4.06 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E - 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No.13-0815.04) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. • • • • (Submitted under NOA No.13-0815.04) ...... .... . . • F.• • • :$TAANTS 1. "STAt:ment letter of conformance to and of complying with FBC 5" Edition (2014) • • • •; • • • • ',W0'FBC 61 Edition (2017) dated 08/16/17, issued by manufacturer, signed and sealed •. •.. '..' '.by.A. Lynn Miller, P.E. • • • • • • ; • • �. ; • Slat+ement letter of no financial interest and of independence, issued by manufacturer, 'dated 04/28/17, signed and sealed by Anthony Lynn Miller, P.E. ,;,� • • 3. :'TaRoratory compliance letter for Test Reports No. FTL-7370 and FTL-7338, issued .by fenestration Testing Laboratory, Inc., dated 05/23/13, signed and sealed by Jorge • • • • • • ; A! -Maya, Jr., P.E. (Submitted under NOA No. 13-0815.04) G. OTHERS 1. Notice of Acceptance No. 16-0126.06, issued to PGT Industries, Inc. for their Series "FD-5455" Outswing PVC French Door w/ & w/o Sidelite and Transom - N.I., approved on 05/05/16 and expiring on 01/23/19. Manuel Pe .E. Product Control xam inner NOA No. 1 - 4.06 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-3 SERIES FD-5455, NON -IMPACT -RESISTANT, VINYL, REINFORCED�OUTSWING FRENCH DOOR & SIDELITUTRANSOM (SLT/TR) 1) THIS PRODUCT HAS BEEN DESIGNED E TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REDUIRED WHEN USED IN WIND4MNE DEBRIS REGIONS 3) FOR MASONRY APPLICATIONS IN MIAM4-DADE COUNTY, USE ONLY MIAN-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS (CMUS) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1. THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1 rl THICK OR GREATER 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE. GROUT IS NOT REQUIRED. IF USED, NON.SHRWK NONWETALLIC GROUT AT 3.4 KSI MIN. PER ASTM C1107, (DONE BY OTHERS). MAX 1/4' SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS HOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD. 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. COMPLYING WITH THE FBC. 6) ANCHOR EMOEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET -NARROW JOINT SEALANT IS USED ON ALLFOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALWGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) MAX. 114- SHIMS ARE RE WIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LGADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR SIDELITE OR TRANSOM. 6) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VW40LGADS CORRESPOND$ TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA B"NG CODE (INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE 10) ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA INC. O R VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE DESIGN PRESSURE RATING IMPACT RATING VARIES, NOT RATED FOR MISSILE SEE SHEETS 4 6 5 IMPACT RESISTANCE TABLE 1: Group Anchor Substrate Min. Edge Uldance Min. Embedment A 3/18' Elco tJltncon LkgWed CMU, (ASTM C-90) 1' 1-114' U CMU, ASTM 2.1/7 1-114' #10 Steel SAPS ms #101 S.S. SAPS #101ti-e S.S. SAPS P.T. Soethem Pine (SG-0.55) 117 1318' Aluminum, GW3-TS' 5116" 0.067 Steel, A36' S118' 0.067 Sted Stud, A653 Gr. 33' SJ16' 0.063' B 3/16' Elco LAmcon P.T. Sachem Pine (SG=0.55) 1/7 1.318' Graded CMU, (ASTM C•90) 2-1/7 2-1/4' Concrete min. 285 ksi 1' 1J/8' 1/4' E(co Utracon •d CMU, (ASTM C-90) 2-117 1-1/4' 012 Sted SMS (GS) 012 410 S.S. SMS #121" S.S. SMS P.T. Southern Pine (SCO-0.55) 9116' I-wr Aharerwm, 606345' 3/tr 0.071' Steel, A36- 3/r 0.071' Steil Stud, A60 Gr. 33' 318' 0.071- (14 Ga C 114' Eloo 1.1trecon P.T. Southem Pine (SG•0.55) 1' 1J1C Gmlted CMU, (ASTM C4)0) 2-1/7 1.314' Concrete (min. 28S ksl 1' 1.3/8' 114' Mco 410 S.S. CrdeRex Carrade (min. 3.35 ksi) 1' 144' thglouted CMU, (ASTM C-90 2.1/2' 1-1/4' 11C Elco 184 S.S. Appre•Gdor P.T. Southem Pine (SG=0.55) 1' 1-w Concrete (min &27 kaq 1-1/7It Llnpmuted CMU. (ASTM C-90) 4• 114' Elco UlrarAn Concrete (min. 285 ksQ 2-112' D 114' Elco 410 S.S. Cret... Concrete min. 3.35 21/2 12) REFERENCES: TEST REPORTS_ FTL-7330 a 7371 SEE SHEET 3 FOR SPACER INFORMATION. NOA'$: ELCO ULTRACON, CRETEFLEX 6 AGGREGATOR ANCHOR NOAS. ENERGI FENESTRATION SOLUTIONS USA. INC. OR VISION EXTRUSION, LTD. WMTE RIGID PVC HOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PANTED OR LAMINATED) WHITE R101D PVC NOA • • • • • 13) THE 5455 SERIES 1S ALSO KNOWN AS THE 455 SERIES. MahAal Mh F[ Mkn F. Law Straw W ka1 120 kak 154 Stew W kw 95 kw 410 Scww 90 kw 110 kw Eko AW0449 A 57 ksi 96 kw Eke Uu•C4M 156 ktl 177 kw 410 SS Eke C[41aFk.O 127.4 kw IK7 kw 60e1 Ake•rua 16 kw kak 36 kw W 01. 33 SI•N hue 33 kw kw GUIDE TO SHEETS: • • • • • GENERAL NOTES _........ ._..._......... I ELEVATIONS ............... 2 GLAZING DETAILS...._...........__..._ 3 CODES / STANDARDS USED: DESIGN PRESSURES..._......_.._.45 •2017 FLORIDA BUILDING CODE (FBC).6TH EDITION ANCHORS. _...__._...._....._Y._.44 02014 FLORIDA BUXOM CODE (F9C), 5TH EDITION• • : • INSTALIATION...._.__.��...__ 7.9 •ASTME130049 • EXTRUSION PROFILES..___.,_.10 •ANSVAFdPA NM2015 FOR WOOD CONSTRUCTIN • • PARTS LIST.._._..........._._..._.___ 11-12 -ALUMINUM DESIGN MANUAL, ADW2015 • • • CORNER DETAILS..-......_._--11 •AISI SIOO.12 • • HARDWARE DETAM.S..._..._.._.._.. 12 •A1SC 30D-10 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. TABLE 2: type Descrlpt)on • 1 118' Tempered - 5/8' Akapeee -1/8' Tempered 2 311 B• Timperod -117 Mks 3/16' Tempered • ••• •• • • • • • • • • • • • • • e • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C) UPDATED TO FBC 2017, ADDED SPACER OWGS., ¢ REVISEDe22-JR-04110117 d 7 3 U ^[n • O vi t7 N K N � ZLL = ui R o� Ae mr*N FW F a� O> 61 z� N) Z QQa wvs Z O U Z U Z tn w LL w Ri } > d (D hYt o[q [ayg `71L1uulrlllrr * : No. 68705 %13bmlFOF 0 ��:`<4z I1/11111111 A LYNN MILLER. P.E. J7-BYtB' �� Xm WIDTMAX H IMAX _r gr / I / i MAX L )C SLAB HEIGHT MAX SLAB (ALL DOOR HEIGHT CONFIGS.) L TYP. DOOR SLAB X 176• MAX --I 30.8 FT' MAX DETAfI SEE SIZE RANGES HEET FROM TABLE 8. SHEET 5 1I...--. —.{III+-- MAX 40• MAX DLO 11r MAX HEIGHT OR WIDTH OIXXIO SINGLE O (WIDE STILES AND MADE W SANDw—'( MLj! HOWNONSDLRERAILS SHOWN ON MLITES)1 30.8 FP MAX SEE SIZE RANGES FROM TABU 8. SHEET 5 106-IfIr MAX - DLO 111' MAX HEIGHT OR WIDTH L ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . EXAMPLE CONFIGURATIONS :. •'. 40• • • • • • • • • • . — MAX • 3&V%. • • . . • J6y4• +{I tYP. IV LL I • • • • MULL --I — ---I I' MULL XLO 0140 iRA1L3 NARROW STILES AND WIDE RAILS SHOWN ON SIOELITES) 4W MAX rya. HOR90WAL MULLION I I LENGTH I I I / MAX TYP. r MULL 1' MULL 86• MAX VERTICAL MULLION LENGTH SINGLE O (NARROW STILES AND NARROW RABS SHOWN ON'.DELITESLON'..DELITES) NOTES: 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 7) MULLIONS SHOWN ARE STANDARD P FRENCH DOOR MULLIONS PER THIS NOA. 3) MULIFD CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES. SEE SEPARATE NOA 4) FRENCH DOOR MUWON IS LIMITED TO W IN VERTICAL APPLICATIONS AND 40' W HORIZONTAL APPLICATIONS, 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTITR OR MULLED ASSEMBLY. 6) ADDITIONAL CONFIGURATIONS USING THE i' FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. OIO (MAXIMUM OF 2 , t MULLED SIDELITES) �STAES AND NARROW 0/0 WITH RyILS sa qN slDEUTESI HORIZONTAL MULLION CAVE T>EMB _SAND WIDE RAILS SHOWN ON SIDEL� 88 TRANSOM O/X WITH HORIZONTAL MULLION (NARROW STN.ES ANDNARROW RAILS S _ ON TRANSOM C) NO CHANGES MIS SHEET JR • 04/10M7 U � � y b woo O vi gy Zg LL UWd o �s 0 oZ y 0 7d z F LL 0 cm ;q Wys ® 0 :D c2 1Sii = Z LL ZZQ N z U kcal D•• � h U. z QX� S W � LL `�.%Y LYN/yI /''''4 . v ' 've No. W70S *� ��:��: .S ONAL �'.S�11W?�� A LYNN MILER P.E P.EJ 58705 GLASS TYPE 1 7/r NOM. GLASS STACK SW AIRSPACE 11r TEMPERED GLASS 27 EXTERIOR r4 I4 DOOR. SIDELITE & TRANSOM GLAZING DETAILS 7/8' NOM. GLASS STACK tar TEMPERED GLASS 1R' AIRSPACE 311E' TEMPERED OIASS GLASS tvlr 27 EXTERIOR c)--,, d GLASS TYPE 2 7/r NOM. GLASS STACK TEMPERED GLASS I/r AIRSPACE 3/tr TEMPERED GLASS nnr EXTERIOR/'�27 TEMPEREDGLASS IWO* GLAaa sr7E -3/18' TEMPERED GLASS ( GLALw . STRUCTURAL POLYISODUTYLENE WITH DESICCANT EXT. GLASS ti STRLCTURAL SILICONE FOAM WITH DESICCANT BUTYL & DESICCANT FOAM EXT. GLASS —� 1/4' NOM. KODISPACE 4SG TPS - INT. GLASS IOT•MELT BUM ,,-3118' NOM. SUPER SPACER®NXTTM WE GLASS 5h8' O DURASEALO SPACER —MIT. GLASS POLYISO• DESICCANT FILL AREA BUTYLENE 5116"NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEE �1 XL EDGE"" (2)SPACER ••• •••� • ' • •• • • • • • • • • 4NT. GLASS GLASS TYPE 1 GLASS TYPE 2 • • • SHOWN IN SDELITE ADAPTER SHOWN IN SIDELITE ADAPTER • • • Part D•acripBon Malarial 39 Kot wW" 4SG TYS Spacer System • sea to Mowt for ataLiNs �p S Sw�•r NR L I I 40 • Olarrz D�aclhl K • • • • 41 CaLAnal X1 Edpa Spel ar REFERENCE TEST REPORTS: FTL. 8717, 8M 3 8970 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HtOWCf R6VI5'•A ac c..dr M2 w�ue Lt• Fk,rid. Du�� ! •05 .�l� �ntlo• OMe Dy n1' . C) ADDED SPACER DRAWINGS - j JR • 04/10117 > U O � N N 0 N K N z u. i x lu •- o 0 ,8 H N oZ� vl Z 0 Z o: °o H ® O J U W Z LL O W LL Z h J � LL Nl'1 '�ro0 swK LY V�rr�''4 AI EN * : No. 58705 �O,AF TE •k, S S II , ;NAL11N A. LYNN MILLER PE. P.EJI5e705 SINGLE DOOR INSTALLATION M DOUBLE DOOR INSTALLATION 4' MAX. — 4' MAX —'� ASTRAGAL CLUSTER 9-Irr 9'MAX 9.1rr -- MAX r: I MAX j 1 I CENTERED I / BETWEEN ICNGES; / CENTERED �I E NOTE HINGES Ir O.C. NOTE CENTERED I MAX O LOCK CENTERED EER BETWEEN \ BETWEEN'.\ HINGES Lj IOtrr I— V MAX ANCHOR REQUIREMENTS l SAME AS HEAD X T31 DOOR DESIGN PRESSURE +1413.0 PSF Glass type I -MG PSF Glass Type 2 MAX "—s !!1,111! 1 iI 1 ANCHOR REQUIREMENTS SAME AS HEAD XX, (USING ASTRAGAL) ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . SIDELITE-TO-SIDELITS a • • • SIDELITE40-DOOR MULLION INSTALLATI : • .: : 94UL.LrOhl I SAS A —SON r D.C. MIN.. (010) ' • • 000 (Xld. Olk• XIXsee. 3 ULLIOIXI IOIX, OIXXIO, ETC) SEE TABLE 4. — SEE MN CLUSTER --- SEE MULLION CLUSTER THIS SHEET. ` DETAIL BELOW . DETAIL BELOW FOR QUANTITY. , 1 I 1 I \ `1 I SEE TABLE I. SHEET FOR , TYPE I 1 1 1 1 1 j W MAX 1 MULLION LENGTH IN i VERTICAL 1 APPLICATIONS I I :SEE 1 I NOTE 1 I I I 1 1 SIDELITE 1 XX Door. Astragal Cluster Anchors Required O Head a 3111 Doan Width (e) 46 1 00 1 72 76 Q A m .O�pp U m yOy V m U O OD 4 4 4 5 4 5 4 1 95 4 5 1 6 1 O S 4 TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (0/0) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, SIDELTTES a TRANSOMS TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL PRODUCT T 7. HORI2bNTAL NUW ON OESIGN PRESSURE N-7QOPSF •. ATTO9WOOV#0 • e SIDELrJES JOTME • • • MU416N AB Prm R • • i THE WATRUOMN i •• • OF THENINDMDe/LL • • • •DObR I*t 5twft • I TABLE & VERTICAL MULLION ' DESIGN PRESSURE I 1 N•70.0 PSF 1 I 1 SIDELITE SAME AS HEAD MAX Ir , �1. MULLION 4' O.C. MN.+ r 6` 14' O.C. MIN. 1 I SEE TABLE 6. --- / THIS SHEET. 1 SIDE. r FOR ANCHOR QUANTITY. SEE LATETABLE1.SHEET 1 FOR TYPE 1' MILLION 6' %, HORIZONTAL MAX I MILLION APPLICATIONS ALWAYS REQUIRE MAX. TWO(2)ANCHORS (TYPE A-0) AT EACH MILLION END. 40' MAX MILLION LENGTH IN HORIZONTAL APPLICATIONS. TRANSOMS WADER THAN 40' WILL REQUIRE AODMONAL STRUCTURE DR DADE-APPROVED MILLION BETWEEN TRANSOM AND DOOMSiDELTTE. MTAHIL LE96N'GIN VERTICAL APPLICATIONS D O SAME AS HEAD MAX 4'O.C.MM.r+'Tj l -r4'O.C.MIN. SIDE LITE Anchors Rewind for a Ver0el UuMme (earh muWe. aedl Dos a SIdeY•+D.•m VAaN 6A 12q 24 1 32 36,V4 1 40 d m O m V y Oa E m U C Y m D V o I SLTITR � WA 2 1 2 1 ] 2 / WA WA WA 1 2 1 2 2 1 3 2 1 a 2 1 Goer /6 WA 2 1 ] 2 1 3 3 2 WA WA WA Fs —LT- 1 2 1 3 2 1 3 3 2 3 3 2 SEE TABLE 0, THIS SHEET. FOR ANCHOR R OUANTITY• SEE TABLE 1, SHEET 1 FOR TYPE FOR-OPOQO' AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR PM LICE ONLY HALF OF THE FRAME wlmT(oF THE DOUBLE DOOR WHEN USING THIS TABLE. INSTRUCTIONS 1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS. SEE TABLE 1. SHEET 1, FOR ALL APPROVED ANCHORS. FOUR OF THE SD( ANCHORS MUST BE INSTALLED THROUGH THE HINGES. ONE AT EACH HINGE LOCATION (RECOMMENDED $10 FLATHEAD SAPS OR 311r FLATHEAD ULTRACON FOR EACH HINGE ANCHOR), 2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT W THAT CONFIGURATION. FOR EXAMPLE, ON AN -W CONFIGURATION. THE OP FOR THE DOOR THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST OP APPLIES TO THE ENTIRE ASSEMBLY. 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANOEO. 2) MULLIONS SHOWN ARE STANDARD I-FRENCHDOOR MULL10NS. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES. SEE SEPARATE NOA. THE LOWEST COMPONENT OP 13 TO BE THE OVERALL ASSEMBLY OP. 4) FRENCH DOOR MULLION IS LIMITED TO 96' W VERTICAL APPLICATIONS AND 4(' IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIOEUTEITRANSOM OR MULLED ASSEMBLY 6) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PRODUCT REVISED a omep(rin6 with The Florida 41- c C) NO CHANGES THIS SHEET JR-04110117 U cm ., o Ix ed um J � OIL c Q YC = Lu m a0 f—' W eN nrd oZ� N Q o K g v Lg+ U LU Z w w Ix LL ZLL 1rr a LL > LU o N1¢ �oreo ♦u Mft ` .' O�CENSMrs/ � Na 56705 '0,- . STATE ( ' �`S'•."ZORIO!".••'G�a` ,'++! f l AL 111�1 A. LYNN MILER• P.E. P.E.assm S1Ge111e/Tnnsom Design Pressure (H-, pal) for Glen Types 1 A 2 Long SIGs on) 63J/16 66616 66 70 72 76 76 az 84 68 92 g6 96 104 106 111 24 41.70 +/-70 +/-70 +1.70 +1.70 +1.70 +l70 +1-70 +/-70 H-70 +1-70 +1.70 +1-70 +1.70 +1-70 +14D 28 +1.70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 N-70 +1-70 +/-70 +170 +1.70 +1-70 +1-70 32 +170 +1-ro 41-70 +1-70 +170 +l-ro +1-70 +1.70 +170 HaD +170 +170 H70 +1-70 +1-70 +1.70 35 +1.70 +l-ro +170 +1-70 +1-70 +1-ro +170 +170 +/70 +1-70 +170 +170 +170 +1-70 +1-70 +1.70 36J14 +/-70 +1-ro +170 +1-70 +1-70 H-ro +1.70 +1.70 H-7D +! 70 +1-70 0-70 +1-70 +1-70 +1.70 0-70 40 H70 +1-ro +1.70 +/-70 +1-70 +1.70 +1-70 +1-70 +1.70 +/ 70 +1-70 +/-70 +l-70 +1-70 41.70 +1.70 42 +1-70 +1-70 +1.70 +1.70 +1-70 +1-70 +/-70 +1.70 +/-70 +1-70 +1-70 +1.70 +1-098 +14WS 44 +l-70 +1.70 +1-70 +1.70 +1.70 +l-ro +1.70 +1.70 +/-70 +1-09.6 +/66.5 +14T.7 +167.3 46 +1-70 +1.70 +1-70 +1-70 +1-70 +1-ro +1.70 +1-0.4 +/48.7 +/47.6 +/46.5 +145.0 w 48 +1-70 +1.70 +1.70 +1.70 +1-70 +/69g +1-.1 +141.6 +147 +165.6 -1-64.7 50 H-70 +1.70 +/.70 +1.70 +/-70 +/6&4 +167.6 4166 +165.4 +/64.1 w 52 t/-70 ♦/-70 +/-70 +/-70 +169.1 +/67.1 +/4&2 +164.8 +l-a9 54 +l-70 +/-70 +/-70 +/69.2 +168 +/45.9 +145 +163.4 55 +170 +1.70 +149.7 +/6S3 +147.1 +/64.9 +/439 x •1-70 +1-TO +1419 +147.5 H60.3 +l64 00 +/-70 +/69.6 +166.5 +147 +l65A 02 +1-70 +1�.2 +148 +166.5 63416 t/-70 +149.1 +/47.9 +l-06.2 86.5/6 4149.1 H68.9 2r O.C. MAX IF SHORT SIDE IS 40.OR LESS '- --- _ - 28' O.C. MAX I I 1 IF LONG SIDE IS' 40' OR LESS I L23-V2.O.C.MAX.IF LONG SIDE ISOVER40' (SHORT SIDE) T�------- (WIDE STILES AND WIDE KSHOWN ON�DELITES)ON�DELITES) SIDELITUMANSOM INSTALLATION (0) 23.1/r O.C. MAX. IF SHORT SIDE IS OVER 40' SEE TABLE 9, SHEET 6FOR ANCHOR OUANTTTY, SEE TABLE 1. SHEET 1 FORANCHOR -12- MAX (LONG SIDE) NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MD(ED WITHIN THE SAME SIDELITEMWO M OR KILLED ASSEMBLY. 2) SIDELITEITRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN. ROLM UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 28' O.C. MAX. IF SHORT SIDE IS 40.OR LESS 2fr O.C. MAX I IF LONG SIDE IS' JIM OR LESS 1 1 I �1 1 1 1 23-1? O.C. MAX I IF LONG S*E IS OVER 4T 23.1R' O.C. MAX IF SHORT SIDE IS OVER 40• SEE TABLE 9. 1 1 SHEET 6FOR I 1 ANCHOR 1 QUANTITY, SEE I I TABLE 1. SHEET 1 FOR ANCHOR I 1 I TYPE. I 1 1 1 1 1 1 I 1 ----'----•-••--� •! 1PMAX (LONG.'" .0 • •• 6-MAX. L'---•------- ---- J (SHORT SIDE) NA ROW STI 6 S OI 7ES1 � � � • • • • • . • •• . • . . . .• • . • • • • • • •• . • • . . . • • • • • • • • • • • • •• •• • • • •• •• sod, • • • ••• 0 0 C) NO CHANGES THIS SHEET JR - 04/10M 7 • a > 3: 0 t] y U N n•0 D' ayy OJ d Z U. UUa •e w u �Z C oo N O Z y O Z LL O Q 1N Of cm $ biZ O O Lu U) 1•ws F O V) Ir Z < W U. a Z F Cc J (7 U Z W > O LL N1'1 '>+•0 ��`•�`NY LYNN/1�''% * ; [N0. 58705 Tt - 0� ST TE I ff, , 10NAL,E� A. LYNN M LIJUL RIL P.04 56m ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . 00 r�•cr.>•t::•.t-��La�Yi�il•��:'�S:�Os�l1�E:�1�a�1i��iL7® 0 4 ®��0000000000000000©©©©©®©moo®vim©0000 m0000000000©o©o©o©©©©o©o©000©©0000 �.:1�-�00000000©0©0©o©000ca©o©o©o©o©©0000 �.:1*--noo©o©o©o©o©o©0000©o©�©o©Ea©o©©0000 �oo�o©oon©0000000�©u©00000©0000©0000 0�.:*�00©0©000©00000000©0©0©0©0©0©©0000 m©o©o©o©o©0000000�©o©o©ono©oc�©�� m©o©o©o©0000000�oo©o©o©o©o©a�� ©000000000000000Ea©o�■o©o©�� m©ono©0000n■�00000■o■©�■©��®�� moo©o©o©o��■�■��r��o�� NOTES. 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIMITE,117RANSOM OR MULLED ASSEMBLY. 2) SIDELITEI RANSOM MAY BE A SWGLP. STAND-ALONE UNIT. S) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAIIABL.E SHORT OR LONG O ENSION. "ODU TREVIS[D Bw Flom. R �T� ESTNIS SHEET 71m, 011 W U 0 o slap 004 � o 2' H J J Cc Qp Z LL 8 p QY'O Z o�..gYii .�- 2 W 0 2 ~ o a p � 0 H 2 W U U. Z z j d Mr{ xp s�w5 LYIWy '�.. oOENSF * N0.58705 *� 0.. a `, �'',S'0NAL ��/1111IILL A. LYNN MILLM P.F— EMBEDMENT 114' INSTALLATION T— SHUN 23 OPTION 1 INSTALLATION ANCHORS EDGE _ 18 INTO 2X WOOD. DISTANCE ) I 13 `•, 1 TYP. ANCf OR TYPE. 68 87 3 EMBEDMENT AND EDGE DISTANCE PER 7133 33 PRODUCT RBVIS6'a SUBSTRATE. SEE a �NTi•1 will O• FIai3 Ao TABLE 7, SHEET YI��N t. I_ aagtwA. E:.pirnfen it•M IL] 1 ANCHOR PER HINGE *Elmlm. TO BE THROUGHSUBSTRATE. MIN.010 A1LaFLATHEAD SMS. SEE TABLE 1, SHEET 1. 72 9 47 48 53 B C)NOCHANGES THIS SHEET 28 JR-ou1W17 70 DETAILOA 18 OOR FPAMING. SEE SUCKSTRIP ALSO SEE BELOW TERIOR NOTE 2. THIS SHEET ID DETAIL) n 3 Z. TYP. ANCHOR TYPE, EMBEDMENT N N AND EDGE DISTANCE PER p TYP. ANCHOR TYPE. EMBEDMENT AND SUBSTRATE, SEE TABLE 1. SHEET 1. } •+at O AVOID INTERFERENCE WITH LD N w EDGE DISTANCE PER SUBSTRATE. SEE OPPOSING ANCHOR By CHOOSING 1O TYP. ANCHOR TYPE. C! TABLE t, SHEET' I. THE CORRECT LENGTH OR TYP. ANCHOR TYPE, EMBEDMENTAND O LL EMBEDMENT iN' STAGGERING LOCATIONS. 23 EMBEDMENT AND EDGE EDGE DISTANCE PER Z La €j .,_ MAX, 23 DISTANCE PER SUBSTRATE, SUBSTRATE. SEE 23 10 SEE TABLE 1, SHEET 1. 23 10 TABLE 1, SHEET 1. ILu - W F �. U EDGE 16 DISTANCE . - 1 ANCHOR PER HIIOE TO BE p 2 NA a THROUGH SUBSTRATE. MIN. LL $10 FLATHEAD SMS WITH O INSTALLATION 1 M.N. 3 THREADS BEYOND ¢ I, 29 METAL SUBSTRATE. 52 Of 2 a2 71 7 23 41 ® S ON >4 WSTALLATI' ANCHORS DIRECTLY = Z 2 INTO MASONRY. U tI<tI. W � a O D: LL J • 26 4 72 4 j Z IL EXTERIOR — ` EXTERIOR 47 4B •�'! x•O ••! •• ••• • • •• • V 1' FRENCH DOOR MULLION �— 18 70 • • 2B • • • Y? • s : �.�pNY LYNN�'�.,� SUBSTRATE. M'.N.1 67FLATHEAD DETAILQi • • • • Ex��RAR • • OISTAIL ! : '��='' �1cENSF'• �1�� DEra►LQ •�—�• . ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1. • • • • • • • • -� ••.'P * ; No. 58705 AL.lAT10N NQTESi ='0 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET t. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION 0ONr &:Y%E USEr*(% • • • • • s STEI-47! ' O S ANY SIDE OF THE DOOR• SIDEUTE OR TRANSOM. • • • • • • t• • • ~` '••.!iOR10►•.••' \�� 2) WOOD BUCKS DEPICTED ON THIS SHEET AS -1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12'. JX W000 BUCKS ARE OPTIONAL IF LWR CAN BE IEiTALLEDDIREOTLY TO • • • • • • • 'i CiS - • • • • • G �` µUTHOSONRIY. WOOD BUCKS DEPICTED HAVING AS'2X' ARE I-Irr THICK OR (TREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHER• OFWkS APVFQOVED By : ! • • • • • • • • • �'�/,'ONAL E� �`` !Nl IIII LIt 3) FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SUE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR. SIDELRE OR TRANSOM. A) IF APPLICABLE. LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A. LYNN MI.LM P.E. P.E.• SM06 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• 0 • ••• • • •• •• • • f • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TYP. ANCHOR TYPE. INSTALLATION - - EMBEDMENT AND EDGE • • •yL • 18 23 DISTANCE PER SUBSTRATE, • • • • 11:Tl • • • • ,Y (^F � 23 10 SEE TABLE t. SHEET 1. • • INSTARAITIDR ANCHORS • • • • • • IRA • �' DIRECT& INTQIfTAL. 1 ANCHOR PER TO BE • • • • • • • 18 • EDGE DISTANCE THROUGH SUBSTRATE. MIN O/0 FLATHEAD SMS WITH 1 MIN. 3 THREADS BEYOND DOOR 87 U vlSiTtLE uoHr {�— 29 METAL SUBSTRATE. • • • • • • • • • 33 71 O WIDTH (ILO) I 7 f • • • • • : :. • • • PRODUCT RSVISED • f TYP. ANCHOR x �d1Nwild th f e FTa & • • • • • • • • TYPE, EMBEDMENT AND EDGE dAOldis{� DISTANCE PER ioa SUBSTRATE, SEE ;,�o= TABLE 1. SHEET t. awi EXTERIOR 3 31 72 ID E%TER a r c) NO CHANGES THIS SHEET I"FRENCH DOOR MULLION 47 20 70 � Q A -0 OM? 18 DETAIL D 28 MIAMWADE APPROVED MULLION (SEE SEPERATE • DETAIL Q NOA), ALUMINUM. STEEL y U FRAMING OR STEEL STUD. > V) �I INSTALLATION OPTION 3 DDDTt FRAME WIDTH N INSTALLATION ANCHORS THROUGH }O yap O ui I BUCKSTRIP INTO MASONRY. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE TYP. ANCHOR TYPE. EMBEDMENT 0 N h DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET AND EDGE DISTANCE PER O EMBEDMENT' TYP, ANCHOR TYPE, 1. AVOID INTERFERENCE WITH OPPOSING EMBEDMENT 114• 18 23 ANCHOR BY CHOOSING THE CORRECT SUBSTRATE, SEE TABLE 1, SHEET 1. Q LL • • F_MBEOMENT AN I LENGTH •s MAX OR STAGGERING LOCATIONS. Iw • EDGE DISTANCE PER I SHIN 23 SUBSTRATE. SEE 23 10 T— w V 3 cN at10 EDGE TABLE 1. SHEET 1. EDGE SHIM W � DISTANCE _Y DISTANCE ' �z� 18 I ,• � o TYP. ANCHOR - 31 1 Z Q It O co TYPE 29 O Iwy,5 EMBEDMENT 5 33 42 • AND EDGE ' DISTANCE 97= PER ` • '' • Z O Z SUBSTRATE. • SEE TABLE 1, Z Q J •w., SHEET 1, •• / LL ••� • j Z • CONCRETFSCMU ' 31 RIOR • PER ANCHOR 3 n ♦ EXTERIOR «Yxp t� REQUIREMENT 1X WOOD - V EXTERIOR BUCKSTRIP, SIDELRE/1RANNSOM fRME WIDTH CPER ANCHOR 18 PER ANCHOR 1 nn 32 V SEE NOTE2, THIS SHEET. DETAILQ DETAILQG REQUIREMENT N IN TALLATIOPTION .Y LYN ``��O V�NBt?!%!!� DETAIL cO INSTALLATION ANCHORS INSTALLATION NOTES DIRECTLY INTO MASONRY. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1. SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR. StDEUTE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS •1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/Y. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO D,n '.•, TE OFFF (V MASONRY. WOOD BUCKS DEPICTED AS'2r ARE 1-1/2• THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. FS •.:� O ...... • •'G�� ` '''�S�ONAI 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL A6EMBER SHALL BE OF A SIZE TO FULL PROVIDE SUPPORT TO THE FRAME OF THE DOOR, SIDEUTE OR TRANSOM. / rlrttl 4) IF APPLICABLE. LOWEST DESIGN PRESSURE FROM DOOR. SIDELITl, TRANSOM OR Iatx.uoN APPLIES TO THE wNKI.E SYSTEM. ilt� A. LYNN MILLER, P.E, RE UM INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X SUCKSTRIP INTO MASONRY. EDGE • DISTANCE 2X WOOD CONCRETE BUCKSTRIP PERANCHOR • OR FRAMING. REOUIREMIENT EMBEDMENT SEE NOTE 2, THIS SHEET /X WOOD BUCKSTRIP, SEE 23 NOTE 2, THIS SHEET. 1l4• MAX SHIM ANCHOR TYPE. :INTENT AND EDGE MICE PER SUBSTRATE. TABLE 1. SHEET 1. AVOID RFERENCE WITH USING ANCHOR BY DSING THE CORRECT ,TH OR STAGGERING \TIONS. TYP. MEMBER TYPE. EMBEDMENT AND EDGE O DISTANCE PER SUBSTRATE,SEE FLUSMr T TABLE 1. SHEET 1. LB.. SHEET 12 DETAIL IQ INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO 7% WOOD. EDGE DISTANCE DETAIL1 K EMBEDMENT _L 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 114• MAX SHIM TYP. ANCHOR TYPE. EMBEDMENT AND EDGE C)REVISED 0 22 - JR - 04MO117 DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 1. 27 1 SIDELITE/ _ TRANSOM DOOR WINDOW FRAME VIJSLE LIGHT VISIBLE LIGHT HEIGHT HEIGHT (DLO) D HEIGHT (DLO) � FRAME M � V HEIGHT _ EXTERIOR NI STALt6D N NOTES: a 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON EXTERIOR j DETAIL nJ DETAILQL TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON <:3 1 ANY SIDE OF THE DOOR. SIDELITE OR TRANSOM. INSTALLATION TYP. ANCHOR • I I I OPTION 2 TYPE' EMBEDMENT 2) WOOD BUCKS DEPICTED ON THIS SHEET AS •1X', ARE INSTALLATION 1 • WSTAWOY • • • • AND EDGE — DISTANCE PER BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-VT. 1X I •ANCHORS ME" • • r.{ p 1 SUg57RA7E. SEE WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED -Dr OPTION 1 I 22 1 I 23 TYP. ANCHOR • INTO MASONRY! • • • lJ TABLE 1, SHEET 1. DIRECTLY TO MASONRY. WOOD SUCKS DEPICTED AS ARE INSTALLATION ANCHORS TYPE. EMBEDMENT • • S;. 1-1(2' THN;IL OR GREATER. INSTALLATION TO THE SUBSTRATE INTO • AND EDGE • • • • • OF WOOD BUCKS TO BE ENG94EERED BY OTHERS OR AS 24 DISTANCE • • M • • 3.4• MAX. SHIM APPROVED BY THE AUTHORITY HAVING JURISDICTION, 7 TEESEE 23 RI KSI NON- SHRINK, 3) FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER 2 TABLE 1, SHEET 1. NO GROUT - FULL SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE • • • • L LENGTH FRAME OF THE DOOR, SIDELITE OR TRANSOM. FULL LENGTH 114• MAX. SHIM�,-•— i -� • • - • • • • i .• , •••'• rj 4) IF APPLICABLE. LOWEST DESIGN PRESSURE FROM DOOR • • • ,w� t ' •• • i • , EMBEDMENT SIDELITE, TRANSOM OR MNXIION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP Q EMBEDMENT • GONCR PER Y • • • •� • • • • SYSTEM. OR FRAMING, SEE • 4M4CHOR • • • • IN i • NOTE 2, THIS SHEI f REQUIREMENT • • EDGE DISTANCE EDGE DISTANCE �-{ • • • • • • • • • • Wrc w to U ••a ?_ w r O •wa O vi (D N oLLg K h � xMi� o o Z F ev0 ZLL Q 0 d' p ® O N•v5 F O = U ZO Z < nooy it K Q U. Z J N j Z LL ms .�,� �+�•s ��`�Or1YILYNA tA''��.� t1/ * : No. Se 30 ATE OF AAhunIN`` A LYNN MILLER P.E P.E/ 5oR15 4585 sar I 1A00 OFRAME HEAD 3 JAMB 7 #20000, Rigid Cekbr PVC 5 HINGE STILE REINFORCEMENT #20013, 6063-T6 T_;12W —+•) Z� 1.359' Aer 1 INACTIVE 13 ASTRAGAL COVER #20004, Rigid PVC 7.825' .07r 1.375' OFRAME SILL #20001, Rigid PVC �+ 1.505• �-I .080• 3.518' ul .888' OTOP 6 BOTTOM RAIL RLINFORCEMENT #20014, 60046 .070' J � .610' 16 FRAME SCRE� COVER #20007, Rigid PVC . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . •. . . .. . . . . . . . 4.921' � • • • 2281' -•-r•� • • T .312' 1,7I+58- 1 3 PANEL RAIL S STILE #20002, Rigid Cellular PVC f ••�� 2.146' —1 276' .o80' 3.518' —may 1A7r 7 PANEL STILE REINFORCEMENT #20015, 6063-T6 {•+— 2AW .781' 3.518' .01wwr +.o7s• 8 ACTIVE ASTRAGAL #20016,6063-T6 1.45r ronftpptc 3.078• .182' 1.08r .374' TF .100• 4,S8t• .o80' 3A1r 1.000• 9 INACTIVE I - FRENCH ASTRAGAL � 0 DOOR MULLION #20017,6063-T6 #20022,606346 125r yr 07V � .080' ((_v J� ��J .313' II � --gam . wµ � .3-FF_ tow � .773' d 082' % FIAADD NGE ) S 1 CAp ON 19 T ACTIVE ASTRAGAL COVER 020006, Rigid PVC 00097Rigid PVC #20011. Rigid PVC 2285' --y 1 Ir.,40' mr I.0or .101—�"�f�_ .tar 2w _ T .080' OSINGLE DOOR THRESHOLD ANCHOR THRESHOLD O O O O DRIP CAP 26 HINGE TRIM 27 7/6' BEVELED 20 ASTRAGAL COVER 22 COVER 23 PLATE 24 CAP 25 COVER BEAD �. #20012, RkJld PVC #20057. 6063-T5 019031.60(1346 #200207 6063-T6 #20021, 6063-T6 #20023. Rigid PVC #20024, Rigid PVC ALL RIOIO AND RIG1O CELLULAR PVC BY V,SION EXTRUSIONS, LTD. ,: JUC7 R: VISM -.w'yl,s Wtm tb- Fkdb A.apros W# � ZQ l3�pintica Dee - By ASIsm Carta C) REV+SED 9 22 - JR - 04/10117 i w Y N U '••n C9 • yO r- w �04 J J ~w Z SW v o2 � N Q LL o w Q .- • S = U co F z w ZO _ •p,, ` U, N 1N > Lu I w •fou 'x•0 twac LYNNOCEMSp M''%, 667115 ••P40MO1' `��`�. t.`�• A. LYNN MLLER. P.E. P.E.#58705 TABLE 10: PoT PartS Doserlptlen Material Main rant 2 2DO01 Door From• S• glod PVC Pw ZA a Ris Deltas, PVC 4 200W SIOSW N 4M S 20013 6W Rshlarearnara AAan., 5013.7I 2WI4 PSW 7 20013 Pseel SW AAarL. 3• S 2001 w Ntrapol R)W4 PVC S 20017 best" N RIpW PVC 10 20w 1- mreA Ow MUM" AAM.1053411 u 200D4 %w" Cmr RWW is 2owl ll r com RW PVC 1 t 2W.,• n YnSs Mold PVC 1•Mullm Cap Floyd we 19 20MI Active Aft Cow Rlod PVC 20 2ON2 r AstfspiC~ Rigid PVC 22 20057 TAws1ro10 Cow Akm. 1053-TS 231 19031 Archer PIN. AAan., S083-TIP 2D020Tttwshold Cow ANn., 5053•T5 25 2=1 Drip Cap PVC s 2002522r TrWn Cm Pvc 27 20021 nr BoL RI.4 Pvc 28 Fin V/wDrnttip 21 t 1 I. arAono• 31 714FPT41(W F Slab Screw. 014 X I.i& PR FH, WSW O.C. Stafitim 9" 32 7S101X Frrrr4o.Nw. Slob Screw. 510 X1• PA- PH, 2C O.C. stwl 33 75XIFPT410 Robilmornord Su .. SS X V PIL FH, 1S O.C. Sta sum 34 710XIFPA% rarrto .tiDX 2- PIL Fitu 1N1 SS 714FPTIf0751/ WW 5I50 A"Gfrft Straw. 914 X I-Irr Ph. FH TRAW-88—sr%—W 3 7fI20X2.2S 510 NssmAty SCm .. tl14 X2-u4• PR FM SnAans Stul U 720025swing Bieck. --SS 1 5 EPOu A Back . Doq pM r GE-7700 S•cr• 47.73 sss Hanlwr• SOM, Taal 11, Shot 12 SO 20033 Ytettlr N r AooM S1 Z0073 A41M N Cep Aeabl ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC OR VISION EXTRUSIONS. LTD. ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM. DAYIRE OPEN74G f D( SI;FS WHEN USING PART S 3: (WIDE RAILS OR STILES) X DOOR FRAME HEIGHT- 12.1 • DLO HEIGHT X DOOR FRAME WIDTH -12.3 DLO WIDTH rDOOR FRAME HEIGHT 12) - 12.1 a DLO HEIGHT XX DOOR FRAME WIDTH 12). 11.7 • DLO WIDTH SLTITR FRAME HEIGHT- 12.1 : OLD HEIGHT SLTITR FRAME WIDTH -12.1 • DLO WIDTH WHEN USING PART S 4: (NARROW RAILS OR STIES) SLTlrR FRAME HEIGHT- 4.9 OLD HEIGHT SLTITR FRAME WIDTH - 4.9 DLO WIDTH DOOR JAMB 155' a O �Ilfs /_�. JAMB W/NARROW FRAME W • • SIMLIIE"SOM . • SILL MUWIDL FRAME: 1 (HEAD SIMILAR) • • • • • • • • • • ••• 0 0 0 000 0 0 -III,:, R6VISrD .� L.•e} .yrtwltA it. Fk4u },�prrbolM° r 4019 Dy Vix i C)REVISED 022-JR-041141117 i M Y y U �tl Ix h OS o� O Vj v p �0 co 8 Q Z U. 2: Ld R "' w—i •� C Z - a4 o2 Z a O m � o Z Z WO ,$ 1�Lu O LLR! W 1N Ln Si Z Z p I.A.C) IL afFl '><A7 rn�o$ 111111111 r r 1, I11 j LYNN /,,�� .}t N�o.587Dgy 7D0'.1 IfflNAL 1��G A. LYNN MILLER PE. P.E.0 58706 .•. . . . ... . . . . . . .. . . . . ... . . . . ... . . HARDWARE DETAILS & LOCATIONS • : • �. • • •• 47.46 82.83 . . . • . . /� EQUALLY- / SPACED / / 67 47�9 / b �-� EQUALLY. SPACED \ O \ 44' EQUALLY • \ MAX SPACED \ Ur 7 \ MAX AX TYP. 70.72 i "X" CONFIGURATION Yft:ie:4ui S PGTPart 0 Description Material 4 b O as$ tee 48 6MM702 P3000 3-PT Rhino Lock (OM W), Amesbury ft. stainless Steel 49 71032XIFPFX Rhino Lod( Screw. 1032 X 1" Pill. FH Sts!tMess Sled 52 20027 tehls SLRe Plat• Assembly, Ameslitry ft. takilesa Stow 53 20026 Center Strike Plae Aaam , Ameso. bury hahilesi St tew 54 7S101X trike Plate , (Xt Y10 X 1' PAN. FH 410 S.S. 55 76X1 FHUX Strike Plate Screw, : all X 1r2' Phil. FH 410 S.S. 60 7SB1202 Flush Bdt M 61 7803T25 Fkrah Bolt R00 62 420034 Fkrsh Bolt G(dOe (p0 63 7 12FP)QP Flush Solt GWde Screw. 832 X 1!Y Pa FH 64 48033N Guide Pin 65 78M Flush BLA SW(s PMe Ameshu ft tawess Steel 66 7832X12FPXa FW Bab StrO •Plats Screw, pOQ: $8 X314' Phil. FH 410 67 Was lHwd&Uw 68 win my Hanwdl. m 70 71 20025[Butt 1032X1FP X Hinipe, Amesbury Inc. Staining Stew , Stab Screw. $1032 X 1' Phil FH Stainless Sted 72 7S101X ". Frarns Screw. 910 X 11 Phil. FH SWMess tew s a �I ' a 0 0 0 0 0 0 a f. vii "XX" CONFIGURATION \ 61 SEE TOPLOCK DETAil SIMILAR HINGE DETAIL a,ir BEYOND PANEL I • • 70.72 —.—o .Ue JJK: C) NO CHANGES THIS SHEET rt Xt-04h0h7 Y to U 'wn > o O y 7)o0 N D.' N - g Z = w o �a H W I 5: J oO ZS y 0) mW LL O CIA H J»4 o w Z CO 2 z w tu � U. a z N tef C9 � z 5 w o. LL I ETE��.' TONAL ENG``• „fill t (t rt A. LYNN MILER P.E.