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RC-10-1283Scheduled Inspection Date: February 14, 2011 Inspector: Bruhn, Norman Owner: WEBER, MICHAEL & MARY Job Address: 1700 NE 105 Street 419 Miami Shores, FL Project: <NONE> Contractor: FAB INTERIOR & EXTERIOR INC. Building Department Comments February 11, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 Inspection Number: INSP- 148491 Permit Number: RC -7 -10 -1283 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1122300500760 Phone: (305)751 -4447 REMOVE & REPALCE KITCHEN CABINETS NEW HARDWOOD FLOORS, PLUMBING FIXTURES AND BATHROOM FINISHES, NEW CLOSET FOR WATER HEATER AND INTERIOR PARTITION AND CEILING PAINT Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 2 of 18 9)'La'I O koliudlo—Avok BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 1 %'9) City \AM ' Xe5 Tenant/Lessee Name 1 State Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Roofing I �� \( Vie 1 mailWelone ' # O5 L - 3515 Job Address (where the work is being done) \ O I �� City Miami Shores Village County FOLIO / PARCEL # a3c Miami -Dade Is Building Historically Designated YES Contractor's Company Name OA'') ,ri E Q Contractor's Address A City arlAi SVAI S State L Zip '3.` �jS Qualifier Name (xt, 0 i �, ��O Phone # State Certificate o 1 Registration No. C C V 15 Architect/Engineer's Name (if applicable) C' 4 \\e. tj Phone q5-0S02 - 9.-(c Value of Work For this Permit $ 3 1 0 Alteration NO ['New Type of Work: • Addition 111 Describe Work: ,i'r t A .. Zip13 Double Fee $ Phone # Zip Certificate of Competency No. Permit No. RCIO Master Permit No. L- { (cA 7 ) \3`3 \ V c. Phone L JUL 1 4 2010 Square / Linear Footage Of Work: \ ?)55 3 ❑ Repair/Replace ❑ Demo ition t1. 0 GA MAMA l k ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** � . of Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ S tructural Review. $ Total Fee Now Due $ q CO /CC Technology Fee $ Zoning $ See Reverse side --> ■755-3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job :>ite 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. The fore day of who is Sign: Print: My Commission Expires: (Revised 02/08/06) Owner or Agent CV The foregoin As iden e Y iLj_ IC: y e or who produced r e t P % Notary Public State of Flonda Desiree Ramos c c` My Commission D0877402 'l'oF mo o , Expires 04/05/2013 rsonally" . own oin nstrument was ac owledged bgfore me this Lot APPLICATION APPROVED BY: L j(fr "re:F/0 , day of who i Sign: Print: Contractor instrument was acknowledged bef e m this 20 'C, by NOTARY PUBLI ( : y a .—car-As ri A VO °ti_ Notary Public State of Flonda `' Desiree Ramos y Commission 00877402 Ex ir- '4/05/20t3 6 My Commission Expires: e or who has produced entification and who did take an oath. 2_0 \5 Plans Examiner Engineer Zoning k NOTICE OF COMMENCEMENT A RECORDlia COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION t,. PERMIT NO. STATE OF FLO IDA: ; COUNTY OF MI-DADE: THE UNDERSI s IED hereby gives notice that improvements will be made to certain real property, and int accordance with Chapter 713, Florida Statutes, the following information is prOvided in It Notldp of Commencement. 1. Legal desc 2. DeScriptiqt f improvement: . .,- Interes in prOrrty: n Of pro erty arkd street/address: \ 0 5 A Tie and address: q j uff • Name and ad fess of fee simple titleholder: 1 4. COntractrirVname, and address: 4 Or _L___S__ 5. Surety: (Pqrnent bond required by owner from contractor, MK, DA% Name and atikess: ; au - i ; n copy or on•inallif • A h fi Amount of bokd $ 1111Mit A D 20 tip 6. Lender's ndrne and address: HARVE V WITNESSAI vI ar i zi c a LE nd tr alS fc feral. K., a =d I " By -- "•mihilINKIM1 o ......._ --,,----- 7. Persons wi nin the state of Florida designated by Owner upon whom notices or if her documents may be served as provided by t 'S i ption 713.13(1)(a)7., Name and al0ess: ' 8. In additio0 --,4 him!elf, Owners designates the following person(s) to •receive a copy of the Lienor's N9tice as provided in Section 7i ), Florida Statutes I I Name arid a6 less: i 9. EXpiration: te of this Notice of Commencement: (the expiration date is 1 year from the date of recording uinless.a i different dat specified) 101:awe 1 f Print Owner's Name Sworn tO andjbs Notary. Publ' Print Notdry's- f ame My cOmrhissl yg expires: _TAX FOLIO NO. IA 1230- 050.- OR-(90 r rida Statutes, 5 a5ia ,20\0 11 111111111111111111111111111111111111111111 Prepared by Addr CFN 2C)1C)FZ014726414;) OR Bk 27353 P9 0617; (1p01 RECORDED 07/15/2010 0?:54:24 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE SS: To k\e_ Courts D.C. 0 4, - 11104,..voutrouti- _ ,,,e SMOKES CONDOMINIUM APARTMENTS 1700 NORTHEAST 105TH STREET ON BISCAYNE BAY • MIAMI SHORES, FLORIDA 33138 • PHONE (305) 893.6741 To Whom It May Conern: Permission has been sgranted to Unit # For the of ° °� �� e p d Sincerely% Bd. of Director Inspection Number: INSP - 151487 Permit Number: PL -9 -10 -1675 Scheduled Inspection Date: January 31, 2011 Inspector: Hernandez, Rafael Owner: WEBER, MICHAEL & MARY Job Address: 1700 NE 105 Street 419 Miami Shores, FL Project: <NONE> Contractor: Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 INSTALL TUB TOILET AND SINK ONE DW AND WATER HEATER. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments January 28, 2011 For Inspections please call: (305)762 -4949 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1122300500760 Page 4 of 29 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 JOB ADDRESS: /100 'O /L -5" '7 / S r ,4/T gier Permit No. /0 `' . g 3 • Master Permit 4. L / 0 ^ � �O 75 Permit Type: PLUMBING y OWNER: Name (Fee Simple Titleholder): ' c 6-4; ' / / #1/ i f Phone# Address: / t 7/ 90 41.3 b5 srfgt 0 9 Cit m ,9147 State: Tenant/Lessee Name: Phone#: Email: 0 ) 335 — 5471- Zip: 3 3 / 3g City: Miami Shores County: Miami Dade Zip: 3 3 /3 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: dO 1/ R(//!y 4/; <o Phone#: 3-or-SO - ?7i' Address: l0� / / 5T Cit #M2. tPl h State: 7L Zip: 3a !o Qualifier Name: Phone #: A State Certification or Registration #: C::ld o S'2 /f2 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: ArchitectfEngineer: Phone#: Value of Work for this Permit: $ IA Me ' Square/Linear Footage of Work: Type of Work: ❑Address OAlteration ❑New Atepair/Replace []Demolition Description of Work: %i 5 . /f4 C ' , I _ yy * * * * * ** * * * ** *** * * * * *******a*** Fees***** ********* **************** *** ***+*** **** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ \ \Q, q0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT .F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent ontractor The foregoing instrument was ackn wledged befor me this The foregoing instrument was acknowledged before me this?" day of , ��; G ( , by ri , day of who is orally known to Me , . roduced iden NOTARY PUB C: Sign: Print: My Commission Expires: � d NthoydifibrillgatIPoPPa Desiree Ramos c My Commission DD877402 Expires 04/05/2013 ii ***************************************************************************** * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** APPRO'VED BY 4/ / /- Plans Examiner Zoning (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) ,20/0, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLI Sign: Print: l t/ t f y.9Nbe- 4 i p UB My Commission Expires: ' ,. a LUIS FERNANDEZ * MY COMMISSION 4 DD 832441 EXPIRES: November 7, 2012 FoF p Bonded Thor Budget Notary Services Structural Review Clerk Inspection Number: INSP- 155861 Permit Number: EL -9 -10 -1692 Scheduled Inspection Date: February 10, 2011 Inspector: Devaney, Michael Owner: WEBER, MICHAEL & MARY Job Address: 1700 NE 105 Street 419 Project: <NONE> Contractor: Miami Shores, FL Building Department Comments February 09, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1122300500760 REPLACE FIXTURES .REMODELING KITCHEN Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 17 of 20 BUILDING- PERMIT APPLICATION FBC 20 Permit Type: Electrical Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 JOB ADDRESS: / 7 E /iO S y City: Miami Shores County: Folio/Parcel #: //-22.30 - v Sb O 1 G O Is the Building Historically Designated: Yes CONTRACTOR: Company Name: € GI $ C A.71 co ( J 5 "�J• Type of Work: ❑Address ❑Alteration ❑New Description of Work: RC, / GF 1(7 /7cc,3i - / L / ,r - . Aix -) Permit No. panwn SEP 2 2 210 ru 0 1 � Master Permit No /0 - /26 3 . OWNER: Name (Fee Simple Titleholder): M A /9( � t �' Phony#: Address: 1.1 /U -/# g /Os ' SI �?" • State: �. c City: , /'4 " J�R..£' Tenant/Lessee Name: Phone#: Finail• Miami Dade zip 33/38 Zip: 33/ 3B NO Flood Zone: u5rak FOUL Phone#: 3 0 S ' 2- 1 - Address: 600 F46v j U . City: ,tid' State:' zip: 3 3 / Sl � Qualifier Name: .6444 �F 4.e...)94.) _if Z . Phone State Certification or Registration #: 9 9 ED 0 v 3 /a . Certificate of Competency #: Contact Phone#: 30 S u / 94 • Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ / &5b • W • Square/Linear Footage of Work: C1e�air/Replace ❑Demolition * *+x******************* ***** ** * ***** *** P **** gar ****+ * * **** * ***********+av **** * ***** Submittal Fee $ Permit Fee $ C $- Scanning Fee $ Radon Fee $ Notary $ _ - Training/Education Fee $ Double Fee $ Structural Review $ CO /CC $ DBPR $ Bond $ Technology Fee TOTAL FEE NOW DUE $ MUM/ x Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR LVIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / A),de ca ner or Agent Contractor t d efore m this 2 2 The f g r strument was ackfi wledged before me this The foregoing mst men was ac kn ow 1 e�ge day of � 0 �, b . �" �� . day of , 20l/a, by who is pe o ry ally known to me or who �h s produced who is ersonally knowo me or who has produced �� As identification and who did take an oath. as identification and who did take an oath. Sign: Print NOTARY,P My Commission Expires: * * * * * * ** * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) IF 'kit G Notary Public State of Flonda i ; Desiree Ramos < My Commission DD877402 de Expires 04/05/2013 I ' —� IC: �e 'P /S Plans Examiner Structural Review NOTA IC: r 00000 000000000000 000sco1•acom . az.o: ».7 4' UUANA ALVAREZ 4 Cornr a DD0 11 CC a Sign: s _ • •" 10 Print: G 4 ' k �A` •' , S V 1 Ronda Notary Assn., Inc My Commission Expires: Zoning Clerk Inspection Number: INSP- 154153 Permit Number: WS -10 -10 -1898 Scheduled Inspection Date: December 15, 2010 Inspector: Bruhn, Norman Owner: WEBER, MICHAEL & MARY Job Address: 1700 NE 105 Street 419 Project: <NONE> Miami Shores, FL Contractor: FAB INTERIOR & EXTERIOR INC. Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 1 0 Phone: (305)795 -2204 Fax: (305)756 -8972 REPLACE ALL WINDOWS AND SLIDING DOORS THROUGHOUT APARTMENT AS PER ATTACHED SET OF PLANS Pass //az - Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 152653. Anchors in doors are covered. Maximum 1/4" shim space at sliders is exceeded. NB i c, December 14, 2010 For Inspections please call: (305)762-4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122300500760 Phone: (305)751 -4447 Page 11 of 16 BUILDING PERMIT APPLICATION FBC 20 Tenant /Lessee Name Email Job Address (where the work is being done) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Imo N t - ' GQ (C City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 4 t 223 Oo5 rx-) 0 Is Building Historically Designated YES NO Architect /Engineer's Name (if applicable) Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ / M°° DPBR $ Phone # ''( OCT 2 72010 BY: Permit No. WS 10 I g Master Permit No. C -' - 1 O ° t 23 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) M∎ cAncel £ tiZ(Z. e-(€ ( 2 -Phone # Owner's Address ti—o0 NE tcY5 S t► 2 - ee - - k At 41 c l City Gym.. S kOU State Lo Zip 3 3 t - 2_1 Phone # Zip 3o5 33 ± ts 23 - 2t4 Flood Zone Contractor's Company Name - FP -+ . n ¢ i. . -' M , o e ._ Phone # (3bj) -I— i ^ 4'4Ct -t 9-- Contractor's Address .2. IS N i=. on- t` S '{"r = ect City 1A A;-- Ao M 5 State --- 1---- Zip $3 ( 9 Qualifier Name � j : 0 ,2_,..1-, Fa 3 Phone # (3�) 1 L A ii. 49 State Certificate or Registration No. Certificate of Competency No. Contact Phone I -f a x -m e. . C) - , �� CIS �' �,( 2 -f� f E -mail �� T � Value of Work For this Permit $ 5 Square / Linear Foota Of Work: Type of Work: ❑Addition ['Alteration ['New [(Repair/Replace Describe Work: ef k c:2 - fit _ � ( W,t1c ( '0Lv A s .(kcQt; n a / L S ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -4 ❑ Demolition _4 Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absencegf such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature n Sign: / /S Print: 20 1 p Y °4e4 Notary Public State of Florida Steven L Wilson o My Commission DD743783 F1 Expires 02 /19/2012 My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) / 0 0 *'6Plans Examiner Engineer Signature NOTARY P C: Sign: Print: as i. ntification and Owner or Agent / Contractor The foregoinF. instrument was acknowledged before me this 4 instrument J2 The foregoing instent was acknowledged before me this k day of °‘-1 -0 6 7 : 12 - str , 20 ( , by , day of , , 20 10 , by who personally know l o me or w o has produced whoss personally known to e or who has produced identific . i on at>l who did take an oath. ho did take an oath. My Commission Expires, r o oAY N/.9 Notary Public State of Florida Steven L Wilson ® My Commission DD743783 fFOF mo o' Expires 02/19/2012 Zoning Clerk checked C C c Date Company Name : Address City State File Location: Description 37 "X48" Window 52 "x 60 "Window 46 "x52 "Window Sliding doors MECAWind Version 2.0.2.7 per ASCE 7 -0 i 2010 Developed by MECA Enterprises, Inc. Copyright 2010 ti' CT 10/21/2010 Arvelo & Assoc., 4848 sw 74th ct. Miami FL C: \Program Basic Wind Speed(V) _ Structural Category Natural Frequency Importance Factor = Alpha = At = Am = Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = 120.,.00 Parapet: Qp: Pressure at Top of Type of Parapet Parapet- Windward Parapets Parapet Case A Case A: Total Force Case A: Total Force 3.00 4.33 4.33 4.00 4.00 Parapet Case B Case B: Total Force on Case B: Total Force on Project No. Inc. Designed By Description Customer Name Proj Location Files \MECAWind \Default.wnd. User 146.00 II N/A 1.00 9.50 0.11 0.15 0.20 0.20 0.23 : 43.75 44.50 .00 ft ft ft ^ 2 4.00 5.00 5.00 4.33 6.67 Qp: Pressure at top of Parapet Input mph 12 ft ft ft 12.00 21.65 21.65 17.32 26.68 4 0.887 4 0.847 5 0.847 4 0.862 4 0.832 Parapet - Edge Zone 4 (Back + Parapet - Corner Zone 5 (Back 1011210 A.A. MR. & MRS. WEBER APT. SISTERCORP. 1700 NE 105TH STREET, MIAMI SH Data: Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area ft Bldg Width Across Ridge= 77.00 ft • • �.••• Main Wind Force Resisting System(MWFRSr) • Figure 6 -5 Internal Pressure Coefficients for Buildings;• Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = •-•; -0.977 -0.937 -1.153 -0.952 -0.922 • . .• ••• Parapet ��• = Solid Top Elev. of Parapet = • 2. e .. = 74.43 psf Parapet- Leeward Pre :s • • Wind Pressure on Cozrtponents and Cladding.. • Width of Pressure Coefficient Zone "a" = 7.7 ft Width Span Area Zone Max Min Max P GCp GCp psf 52.652 50.643 50.643 51.403 49.932 Components & Cladding (Para 6.5.12.4.4) = Building = C = No • 0.85 = 900.00 ft • 1.00 • 0.65 = 500.00 ft • 15.00 ft = 1.12 Deg = Monoslope = 43.00 ft = 9242.00 ft^ • •••• • • •••• Min P psf - 57.092 - 55.082 - 65.771 - 55.842 - 54.371 = 49.62 psf on Parapet - Edge (Wall Zone 4 + Roof Zone 2) = 133.97 psf on Parapet - Corner (Wall Zone 5 + Roof Zone 3) = 183.60 psf • • 0 0‘%1111111 1 AMA 4 1 � Front) = 93.78 ,is� . .......... !1 1,, i /i ce + Front) = 107 i 8rKSCi • • •.• • 0000 • • • • • • • • •0 • • • • MIAMNDADI: COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.Eov/buildinecode NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dad % County Product Control Division that this product or material fails to meet the requireme qF the aOpliertille building code. • • • This product is approved as described herein, and has been designed to comply with the F .losida Buirdiag • Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "730" Aluminum Sliding Glass Doors w/ wo Reinforcements- L.M.I.'. • APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Series Alum. Sliding Glass j);ggr,lmpacl , .. sheets 1 through 19 of 19, dated 04/18/05 with revision "I" dated 12/13/07, prepared by PGT lndusthe%' signed and sealed by Lucas A. Turner, P. E., bearing the Miami-Dade County Product Qontnol Renewal. stamp with the Notice of Acceptance number and expiration date by the Miami Dade 4ounty Product • Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • . • • • • .... • • • .•. • LIMITATIONS: 1. All 90 Degree Doors Must Be Reinforced Regardless Of Design Pressure. 2. Refer To Table In Sheet 3 For Positive Design Pressure Limitation Verses Sill Height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 renews NOA No. 07- 0511.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMIOADE COUNTY O APPROVED NOA No. 09- 0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 Page 1 • • • • • • • ..... • • • • • •• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4406 -1, titled "Series Alum. Sliding Glass Door, Impact", sheets 1 through 19 of 19, dated 04/18/05 with revision "I" dated 12/13/07, prepared by PGT Industries, signed and sealed by Lucas A. Turner, 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) 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 aluminum sliding4gg4. prepared by Fenestration Testing Laboratory, Inc., Test Report Nd Fl a dated March 25, 2004, FTL- -4161, dated March 26, 2004, FTL -4162, dated March <0 : :: • 2004, FTL -4163, dated March 25, 2004, FTL -4171, dated 1¢$ 2004, FTL -4454, dated Jan 31, 2005, FTL -4524, dated Jan 31, 2005, and J TL -5084 • • dated October 17, 2006, all signed and sealed by Edmundo Largaespado, P. E • • (Submitted under previous NOA No. 06- 0523.03) • • • • .... .. • . • C. CALCULATIONS • • • • • • • • • • • 1. Anchor verification and comparative analysis dated 10/01/07 and last revised on 03/11/08, prepared by PGT Industries, signed and sealed by Lucas A,'Tt*rner, r? Et • • Complies with ASTM E1300 -02/ 04 (Submitted under previous NOA No. 07- 0511.06) D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E -1 . E. MATERIAL CER 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass? Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. Notice of Acceptance No. 09 -0127.13 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", approved on 03/04/09 and expiring on 03/04/14. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2007, dated July 21, 2009, signed by Robert L. Clark, P. E. 2. Statement letter of conformance and no financial interest, dated October 01, 2007, signed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 07- 0511.06) 3. Laboratory compliance letter for Test Report No.'s FTL -4159, dated March 25, 2004, FTL -4161, dated March 26, 2004, FTL -4162, dated March 30, 2004, FTL -4163, dated March 25, 2004, FTL -4171, dated March 29, 2004, FTL -4454, dated Jan 31, 2005, FTL -4524 dated Jan 31, 2005, and FTL -5084 dated October 17, 2006 all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 06- 0523.03) G. OTHERS • 1. Notice of Acceptance No. 07- 0511.06, issued to PGT Industries for their Series "730 . Aluminum Sliding Glass Doors w/ wo Reinforcements ", approved oft V4 /03/08 add • • . • • expiring on 11/11/09. • • 2. Test proposal No. 06 -0114, issued to PGT Industries for their Serigi; 730 Al pinpm . • Sliding Glass Doors w/ wo Reinforcements ", approved on 04/14/11b.bg' BCCO• • .' E -2 0 • • • • • .. .. .. • • • • • • • • • • • • • • • • • 0• • • • • Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 GENERAL NOTES: IMPACT SLIDING GLASS DOOR (ALUM. REINFORCED / NON - REINFORCED) 1. GLAZING OPTION TYPES: (SEE DETAILS ON SHEET 2) A. 7/16° LAMI CONSISTING OF (1) EXT. LITE OF 3/16° ANNEALED GLASS AND (1) INT. LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL -4159 AND FTL -4161. B. 7/16' LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER TEST REPORT FTL -4163 C. 7/16° LAMI CONSISTING OF (1) EXT. LITE OF 3/16" ANNEALED GLASS AND (1) INT. LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. D. 7/16" LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. E. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 7/16' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE. THE 7/16° LAMI COMPONENT IS REM C ABOVE. TEST REPORT FTL -4162. F. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16° AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. THE 7/16° LAMI COMPONENT IS REM D ABOVE. TEST REPORT FTL -4162. G. 9/16° LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 1/4° HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. 2. CONFIGURATIONS: SEE SHEETS 4 AND 5. REINFORCEMENT REQUIREMENTS SEE NOTE 2, SHEET 3. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 15 THROUGH 19. 5. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORTS FTL -4159, FTL -4161, FTL -4162, FTL- 4163, FTL -4171, FTL-4454, FTL -4524 AND FTL -5084. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SGD730, 2-TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. DOORS SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE •• ••• • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • •• ••• Mow PA: Mood* Px nogotop PJC Dare AK Dais Didfe MEW Oeta Otto &q&54 N tt«,ebac Clwated Or r.L AODREd1F. /N 7OGEN ND,E9. At DNO1ERE EI E . • • ADD TYPES TO NOTE 16 MOUE NO8R ,NOTE7.• • • • • • • • • CLARIFY EXZAJ7. OFGIME RECIPES MOTE 1. NO CHANGE WESSHEET • • • • • 4/16.6 • • • • • P.O. IVO 1529 • 11101(O2515 21 3421'4 • • • Visibly Better GENERAL NOTES AND MAP ne! ALUM. SLIDING GLASS DOOR, IMPACT 30730 Bum NTS ter* •s.aee 1 d 19 i 4406 -1 Roc 1 NOA DRAWING MAP GENERAL NOTES GLAZING DETAILS DESIGN PRESSURES ELEVATIONS CONFIGURATIONS VERT. SECTIONS HORIZ. SECTIONS PARTS LIST EXTRUSIONS ANCHORAGE SHEET 2 3 4 4-5 6-8 9-11 12 13-14 15-19 PRODUCT REVISED nantPlYing Building Code with the Florida Acceplaace No437 - 00 I .46" Espitsgo Dato 9 n Dadi C Division PRODUCT RENEWED as complying with the Florida Banding Code Accept= No - r By BY tom. Division product amend 4f 20l-- Lucas A. Tumor, P.E. PE 958201 Mec attlm ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • •• • EXTERIOR EXTERIOR EXTERIOR 7/16' NOM. 3/16" ANNEALED GLASS .090 SGP INTERLAYER 3/16° HEAT STR'D. GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP), GLAZING TYPE A .591 NOM. GLASS BITE .591 NOM. GLASS BITE 7/16° NOM. 3/16' HEAT STR'D. GLASS .090 SGP INTERLAYER 3/16° HEAT STR'D. GLASS 7/16" LAMI GLASS (SGP), GLAZING TYPE B 7/16" NOM. 3/16" ANNEALED GLASS .090 PVB INTERLAYER (NOTE) 3/16" HEAT STR'D. GLASS 7/16" LAMI GLASS (PVB), GLAZING TYPE C EXTERIOR • • • • • • • •• • •• • • 1 1/16" NOM. EXTERIOR r URI m CD 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE E NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. 7/16' NOM. 3/16' HEAT STR'D. GLASS .090 PVB INTERLAYER (NOTE) 3/16° HEAT STR'D. GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (PVB), GLAZING TYPE D •• ••• • • • • • •• • • • • • •• 3N6"TEMPERED GLASS AIR SPACE 3/16" ANNEALED GLASS .090 PVB INTERLAYER ( NOTE) 3116° HEAT STR'D. GLASS .591 NOM. GLASS BITE EXTERIOR EXTERIOR 1 1/16" NOM. .591 NOM. GLASS BITE 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE F 9/16' NOM. 1/4° HEAT STR'D. GLASS .090 SGP INTERLAYER 1/4" HEAT STR'D. GLASS .591 NOM. GLASS BITE 3/16' TEMPERED GLASS AIR SPACE 3/16° HEAT STR'D. GLASS .090 PVB INTERLAYER (NOTE) 3/16" HEAT STR'D. GLASS PROD UCT REVtsED BuieZZ we Florido Ac p co N Of �I, b C Firerion Date.G/O BY Miami PRODUCT RENEWED as complying. Building Code Acmytm o No 7 7-' 9/16" LAMI GLASS (SGP), GLAZING TYPE G 3A44. B"mlBF FJC BF FX Raba* FA: •em 8x FJC Datec 6 %U07 B•e 1W96/07 Dabs 11mTS"T Das 6118RM Rataskse H d Naiad Bs J.L SEPARATED GAGING DETAILS AND ADDED 6!/193 TMFE GESRWATiON, • i NO CHANGE THfBSHEET • • • • • • NOCfANGE TTBSSHEET • • • • • • • Dab 411.17• • • • ••• Iwo TELiAIDIpWYDW1t€ Nowa 41. 8427 Wi FL 342 GLAZING DETAILS . Tax ALUM. SLIDING GLASS DOOR, IMPACT 3GD7 FULL 2 " to twe„ec, 4406 -1 Revs I Lucas A. Tumor, P.E PE $58201 Mtacimmm ••• • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • •• • • • • • • • • 90° CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 3112" HIGH (REINFORCEMENT REQUIRED) TABLE 1. SEE REINFORCEMENT DETAILS ON SHEETS 9 & 10 A. FTL -4159, FTL -4161: 7/16 LAMI (3/16A EXT. +.090 SGP +3 /16HS INT.) B. FTL -4163, FTL -4161: 7/16 LAMI (3/16HS EXT +.090 SGP +3 /16HS INT.) G. FTL -4163: 9/16 LAMI (1 /4HS EXT. +.090 SGP +1 /4HS INT.) NOM. PANEL WIDTH C 24" (2) 30" (2 36" (3 42" (3 48" (4°) 54" (4 A,B,G +70.0 y CO 0_ DOOR HEIGHT A,B,G +70.0 A,B,G +70.0 A B,G A B,G A B,G A +70.0 +70.0 +70.0 +70.0 +70.0 +70.0 +66.2 80" (6 -70.0 -70.0 -70.0 -70.0 -70.0 -70.0 -70.0 -70.0 -70.0 -66.2 84" ( +70.0 +70.0 +70.0 +70.0 +70.0 +70.0 +70.0 +68.5 +70.0 -70.0 -70.0 -70.0 -70.0 -70.0 -70.0 -70.0 -68.5 -70.0 +62.8 -62.8 ( +70.0 +70.0 +70.0 +70.0 +70.0 +68.0 +70.0 +62.9 +70.0 +58.8 -70.0 -70.0 -70.0 -70.0 -70.0 -68.0 -70.0 -62.9 -70.0 -58.8 98" (8 ° ) +70.0 +70.0 +70.0 +69.5 +70.0 +62.5 +70.0 +57.5 +70.0 +53.9 -70.0 -70.0 -70.0 -69.5 -70.0 -62.5 -70.0 -57.5 -70.0 -53.9 60" (5 0) B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 102' (8 +80.0 +60.0 +60.0 +60.0 +60.0 +58.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 -58.0 -60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +54.4 +60.0 90° CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 31/2" HIGH TABLE 2. (REINFORCEMENT NOT REQUIRED AT STRAIGHT INTERLOCKS & ASTRAGALS) C. FTL -4171: 7/18 LAMI (3!16A EXT.+.090 PVB +3 /16HS INT.) D. FTL -4171: 7/16 LAMI (3/16HS EXT.+.090 PVB +3 /16HS INT.) E. FTL -4162: 1 1/16 LAMI I.G., 3/16T CAP +7/16 AIR SPACE +7 /16 LAMI (3/16A EXT.+.090 PVB +3 /16HS INT.) F. FTL -4162: 1 1/16 LAMI I.G., 3/16T CAP +7/16 AIR SPACE+7 /16 LAMI (3/16HS EXT. +.090 PVB +3 /16HS INT.) NOM. PANEL WIDTH 24" (2 36" (3 42" (3 48" (4 ° ) N g ti C,D, E,F C ,D, E,F DOOR HEIGHT 80" (6 +80.0 -80.0 84" (7 +80.0 -80.0 30" (26) E, +80.0 -80.0 +80.0 -80.0 90 " ( +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 reamer MD Antata. CORM TABLE 3 WM TABLE I.= FM700601E07 FJL WIW7 O NO7E7t7Au. TA&ES. REVISE NOTES AAmADD OW001AMi� • • RwsdBr Oft R m m a c CAMPY TABLE 1Do R SIZES An'pEXTJA?: OF ALL GLASS FA IWI&07 N ADO NOTE MIL Hr. TASLA EXPAND 2NO7EAMIAWl,V7E FJ FJC I REVISE DP MULE FORMAT (N°0E N PRESSURE CHAIM* • • • FA 6/18/04 .u. 411800 96" (8°) +80.0 -80.0 • • ••• 1070 • P.O, Bqx ?we • NO((0ut4Ft 9474 • 108" (9 ° ) -60.0 -60.0 -60.0 -60.0 -60.0 -54.4 -60.0 SEE NOTE 1 SILL HEIGHT 3.500" 2.713" 2.437" POS. DESIGN PRESS. +80 PSF +40 PSF +40 PSF 114" (9 +60.0 +60.0 +80.0 +59.8 +60.0 +51.7 +60.0 NOT AVAILABLE -60.0 -60.0 -60.0 -59.8 -60.0 -511 -60.0 120" (10 ° ) +60.0 +60.0 +60.0 +57.9 +60.0 +49.9 +60.0 r ... OH LENGTH y E OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 L $ OR GREATER 0 SEE NOTE 1 -60.0 -60.0 -60.0 -57.9 -80.0 -49.9 -60.0 90° CORNERS REQUIRE REINFORCEMENT IN CORNER BASE STILES REGARDLESS OF THE DP TABLE USED. C,E +80.0 -80.0 +78.7 -78.7 +74.7 -74.7 +69.5 -69.5 D,F +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 C,E +76.8 -76.8 +73.2 -73.2 +68.0 -68.0 +62.5 -62.5 D,F +80.0 -80.0 +80.0 -80.0 +80.0 -80.0• • +804 *80'0 • • • • • NOTES: 1. FOR DOORS WITH 2.438" OR 2.713" SILL HEIGHTS: POSITVVE DESI P U�E IS LkItD TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHA!U•ED. YENTICAL 9E011 SHCETS 8 THROUGH 8. POSITIVE DESIGN PRESSURES SHOWN IN TABLES 1 AND 2 MAY BBiUSEDS'R- EN TIleDOOTt IS 1 BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE DIAGRAM ABOVE); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 2. SEE SHEETS 9 THROUGH 11 FOR ASTRAGAL, CORNER ASTRAGAL AND INTERLOCK REINFORCEMENT DETAILS REFERRED TO IN TABLES 1 AND 2 ABOVE. DESIGN PRESSURES 7- ALUM. SLIDING GLASS DOOR, IMPACT atefsatdet S607 ati" ae.e moue FULL 3 d 19 44064 a." I PRODUCT R£Y!S D as complying with the Florida Building Code Acceptance Noo7 OS //•' Pxp' Dam "one,* , Yw D Nllmui ad{Pr ConU Division }9 inpiyinc: }luiaa Mfd p8 0 e N Dada Product Dhisioo S I C/ Lucas A. Twnm, P.8. PE x28201 Mechanical ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • CONFIGURATION 0 Xp or pX 00 OXor) BY - PASS pP XX BY -PASS p or )0(p XOX BY-PASS 000 OM BY -PASS POO or MOO OM BY -PASS 00XorX00 BY -PASS OM or )0(0 BY -PASS )00( BY-PASS p or) p 0)0(or )0(0 BY -PASS 0000 MOO BY -PASS O)0042 or p)000 p)00(:( or X)00(p BY -PASS )000(BY -PASS Pip 000Xor)(000 BY -PASS 00XKor X700 BY -PASS OXIO(or)00O BY -PASS )000( BY -PASS p)000( or map )000%. BY-PASS pip )00000(BY -PASS )0000000( FPO* FJC waeaey FJC Remelfir FJC FX 91107 arc fDUMP OPP �N04 tistkissc N arm. ✓a 11F PANELS 1 1 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 5 8 8 8 8 TRACKS 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 4 4 4 4 4 3 3 3 4 4 AVAILABLE IN 90 CORNER ✓ NA NA ✓ ✓ ✓ NA NA NA NA NA AOD90 DEGREE 70 COMO DANIA •DOPXNmeCoRmeiElaYATIet• IKII•taENDIEB•• OWN NOTE • • • • • — di ADDIMYOLDFOROIIA 7ON01E91At1®9 • • • . • • No CHIME 7i SHEET • • aaer E j t POCKET DI� MAX. HORIZ. DLO TYP., SEE NOTE 8 pX OR Xp MAX. HORIZ. DLO TYP., SEE NOTE 8 XO OR OX • . • .• • • • rma nzoNoLgOrveNE • • • • P.D. w•C152 • NOKOMA FL 944 1E 391/4° TYP. DLO HEIGHT = DOOR HEIGHT - 71/4° DLO WIDTH = NOM. PANEL WIDTH - 4 9/16° TABLE 3. (LOWER CASE p REPRESENTS POCKET) NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). 3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19. 4. MAX HEIGHT FOR DOORS WITH UP TO 4 FT. (48°) NOM. WIDTH PANELS IS 10 FT. (1201. MAX HEIGHT FOR DOORS WITH UP TO 5 FT. (60") NOM. WIDTH PANELS IS 8 FT. (98"). SEE TABLE 3 ABOVE.. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (120 °) DOORS IS 118 8/4 "4NJf. AND POR 8T. F GH:96; • DOORS IS 88 3/4" MAX (MAX DLO HEIGHT = DOOR HEIGHT - 71A7 -••�-- • • • • 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60") WIDE PANELS IS 7/18° 14:X. •N FOit4FT.�4B' • • • WIDE PANELS IS 43 7116° MAX (MAX DLO WIDTH = NOM. PANEL WIDTH - 48/16 • • • 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAIYA ND SRC 8F ALL LIXED • • • INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW. 1 XXp OR pXX FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL FIXED PANEL SIDE RAILS 12" • • 1W, Better 1 M POCKET MAX HORIZ. DLO TYP., SEE NOTE 6 8CD730 I NTS Gf MAX. TYP., pXXXO OR OXXXp see. 4 d 19 OXO EXAMPLE OX - XO 90° OUTSIDE CORNER • ... DrAMPLEELEVATIONS & CONFIGURATION DIMENSIONS t•r ALUM. SLIDING GLASS DOOR, IMPACT mrni6 Or 4406 -1 I I 6 HT. 4 PRODUCT REVISED as complying with the Florida Building Coda � Acceptance NorP2nOnl!O Expiration DateOg Mond Dado induct Canto. Division PRODUCT ILE Fl da Building Coda Division 3/448' Lucas A. Tumor, P.E PE #58201 Mechanical ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • • • • • DLO, SEE NOTE Dr 1 'OCKET —..,,.,TI 0 = I Ai 1H r 1G Fr /i 1 IA DLO, SEE NOTES i i MAX SE NOT II iORIZ. DLO !CC sent a CFF 1JC1TC CONFIGURATION 0 Xp or pX 00 OXor) BY - PASS pP XX BY -PASS p or )0(p XOX BY-PASS 000 OM BY -PASS POO or MOO OM BY -PASS 00XorX00 BY -PASS OM or )0(0 BY -PASS )00( BY-PASS p or) p 0)0(or )0(0 BY -PASS 0000 MOO BY -PASS O)0042 or p)000 p)00(:( or X)00(p BY -PASS )000(BY -PASS Pip 000Xor)(000 BY -PASS 00XKor X700 BY -PASS OXIO(or)00O BY -PASS )000( BY -PASS p)000( or map )000%. BY-PASS pip )00000(BY -PASS )0000000( FPO* FJC waeaey FJC Remelfir FJC FX 91107 arc fDUMP OPP �N04 tistkissc N arm. ✓a 11F PANELS 1 1 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 5 8 8 8 8 TRACKS 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 4 4 4 4 4 3 3 3 4 4 AVAILABLE IN 90 CORNER ✓ NA NA ✓ ✓ ✓ NA NA NA NA NA AOD90 DEGREE 70 COMO DANIA •DOPXNmeCoRmeiElaYATIet• IKII•taENDIEB•• OWN NOTE • • • • • — di ADDIMYOLDFOROIIA 7ON01E91At1®9 • • • . • • No CHIME 7i SHEET • • aaer E j t POCKET DI� MAX. HORIZ. DLO TYP., SEE NOTE 8 pX OR Xp MAX. HORIZ. DLO TYP., SEE NOTE 8 XO OR OX • . • .• • • • rma nzoNoLgOrveNE • • • • P.D. w•C152 • NOKOMA FL 944 1E 391/4° TYP. DLO HEIGHT = DOOR HEIGHT - 71/4° DLO WIDTH = NOM. PANEL WIDTH - 4 9/16° TABLE 3. (LOWER CASE p REPRESENTS POCKET) NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). 3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19. 4. MAX HEIGHT FOR DOORS WITH UP TO 4 FT. (48°) NOM. WIDTH PANELS IS 10 FT. (1201. MAX HEIGHT FOR DOORS WITH UP TO 5 FT. (60") NOM. WIDTH PANELS IS 8 FT. (98"). SEE TABLE 3 ABOVE.. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (120 °) DOORS IS 118 8/4 "4NJf. AND POR 8T. F GH:96; • DOORS IS 88 3/4" MAX (MAX DLO HEIGHT = DOOR HEIGHT - 71A7 -••�-- • • • • 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60") WIDE PANELS IS 7/18° 14:X. •N FOit4FT.�4B' • • • WIDE PANELS IS 43 7116° MAX (MAX DLO WIDTH = NOM. PANEL WIDTH - 48/16 • • • 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAIYA ND SRC 8F ALL LIXED • • • INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW. 1 XXp OR pXX FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL FIXED PANEL SIDE RAILS 12" • • 1W, Better 1 M POCKET MAX HORIZ. DLO TYP., SEE NOTE 6 8CD730 I NTS Gf MAX. TYP., pXXXO OR OXXXp see. 4 d 19 OXO EXAMPLE OX - XO 90° OUTSIDE CORNER • ... DrAMPLEELEVATIONS & CONFIGURATION DIMENSIONS t•r ALUM. SLIDING GLASS DOOR, IMPACT mrni6 Or 4406 -1 I I 6 HT. 4 PRODUCT REVISED as complying with the Florida Building Coda � Acceptance NorP2nOnl!O Expiration DateOg Mond Dado induct Canto. Division PRODUCT ILE Fl da Building Coda Division 3/448' Lucas A. Tumor, P.E PE #58201 Mechanical ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • • • • • Dr 1 'OCKET co 0 = I 1H 4X. HORIZ. DLO �JI r0 CCC e.nnTC Q - 1 CONFIGURATION 0 Xp or pX 00 OXor) BY - PASS pP XX BY -PASS p or )0(p XOX BY-PASS 000 OM BY -PASS POO or MOO OM BY -PASS 00XorX00 BY -PASS OM or )0(0 BY -PASS )00( BY-PASS p or) p 0)0(or )0(0 BY -PASS 0000 MOO BY -PASS O)0042 or p)000 p)00(:( or X)00(p BY -PASS )000(BY -PASS Pip 000Xor)(000 BY -PASS 00XKor X700 BY -PASS OXIO(or)00O BY -PASS )000( BY -PASS p)000( or map )000%. BY-PASS pip )00000(BY -PASS )0000000( FPO* FJC waeaey FJC Remelfir FJC FX 91107 arc fDUMP OPP �N04 tistkissc N arm. ✓a 11F PANELS 1 1 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 5 8 8 8 8 TRACKS 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 4 4 4 4 4 3 3 3 4 4 AVAILABLE IN 90 CORNER ✓ NA NA ✓ ✓ ✓ NA NA NA NA NA AOD90 DEGREE 70 COMO DANIA •DOPXNmeCoRmeiElaYATIet• IKII•taENDIEB•• OWN NOTE • • • • • — di ADDIMYOLDFOROIIA 7ON01E91At1®9 • • • . • • No CHIME 7i SHEET • • aaer E j t POCKET DI� MAX. HORIZ. DLO TYP., SEE NOTE 8 pX OR Xp MAX. HORIZ. DLO TYP., SEE NOTE 8 XO OR OX • . • .• • • • rma nzoNoLgOrveNE • • • • P.D. w•C152 • NOKOMA FL 944 1E 391/4° TYP. DLO HEIGHT = DOOR HEIGHT - 71/4° DLO WIDTH = NOM. PANEL WIDTH - 4 9/16° TABLE 3. (LOWER CASE p REPRESENTS POCKET) NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). 3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19. 4. MAX HEIGHT FOR DOORS WITH UP TO 4 FT. (48°) NOM. WIDTH PANELS IS 10 FT. (1201. MAX HEIGHT FOR DOORS WITH UP TO 5 FT. (60") NOM. WIDTH PANELS IS 8 FT. (98"). SEE TABLE 3 ABOVE.. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (120 °) DOORS IS 118 8/4 "4NJf. AND POR 8T. F GH:96; • DOORS IS 88 3/4" MAX (MAX DLO HEIGHT = DOOR HEIGHT - 71A7 -••�-- • • • • 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60") WIDE PANELS IS 7/18° 14:X. •N FOit4FT.�4B' • • • WIDE PANELS IS 43 7116° MAX (MAX DLO WIDTH = NOM. PANEL WIDTH - 48/16 • • • 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAIYA ND SRC 8F ALL LIXED • • • INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW. 1 XXp OR pXX FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL FIXED PANEL SIDE RAILS 12" • • 1W, Better 1 M POCKET MAX HORIZ. DLO TYP., SEE NOTE 6 8CD730 I NTS Gf MAX. TYP., pXXXO OR OXXXp see. 4 d 19 OXO EXAMPLE OX - XO 90° OUTSIDE CORNER • ... DrAMPLEELEVATIONS & CONFIGURATION DIMENSIONS t•r ALUM. SLIDING GLASS DOOR, IMPACT mrni6 Or 4406 -1 I I 6 HT. 4 PRODUCT REVISED as complying with the Florida Building Coda � Acceptance NorP2nOnl!O Expiration DateOg Mond Dado induct Canto. Division PRODUCT ILE Fl da Building Coda Division 3/448' Lucas A. Tumor, P.E PE #58201 Mechanical ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • • • • • D LOCKSTnE I�NiE�RLOac • LM INTERLOCK ASTRAGAL �� INTERIOR • ''` - WINKLE ADD-ON G LOCKSTItE IFIi�ERL� K LM ASTRAGAL /MALE ADD-ON di INTERLOCK GR DOUBLE INTERLOCK OPERABLE LOCKSTILE RP FIXED LOOKSTILE R.H. 11 mm.. �-iu Ell INTERLOCK Y FIXED Lo t csnLE , E P R INTER J } (ALL CONFIGURATIONS) O NS) 0. R EXTERIOR L� L ocxsnLE � DOUBLE INTERLOCK FIXED LOCKSTILE DOUBLE INTERLOCK - I DOUBLE r�� ,� 6� .. ID INTERLOCK SD INTERLOCK INTERLOCK J OPERAB ASTRAGAL BASE DS DOUBLE INTERLOCK INTERLOCK U ASTRAGAL BASE W/FEMALE ADD-ON OPERABLE LLOCKSTILE W DOUBLE INTERLOCK �^ ASTRAGAL BASE W/FEMALE ADD-ON T ASTRAGAL BASE W/FEMALE ADD-ON FIXED PRODUCT REVISED as complying with the Florida N �`� . • LOCKSTILE WNI DOUBLE INTERLOCK ASTRAGAL BASE W/MALE ADD-ON DC DOUBLE INTERLOCK CORNER BASE STILE WlOUTS CORNER RECEIVER STILE Acceptance c n7 tFra AacoP le C Expiration Date t 2,p� B , Goa -Is_ WR W E Q DOUBLE INTERLOCK C D CORNER BASE WrouT S IV E E R KS STILE .. -ON � Im .ti �'_ ❑�.i BOCK n n rhaduct co.) IN R LocKSm.E INTERLOCK U DA INTERLOCK CCRNER BASE STILE qt_.I WIiNSIDE CORNER RECEIVER STILE MRODI:CT RFASS W FA w'M Ihm Florida S FIXED LOCKSTILE ASTRAGAL BASE W/FEMALE ADD-ON A T AD i ['L CORNER BASE WAI�. E RECEIVER STILE IRE STILE DOUBLE INTERLOCK K INTERLOCK OPERABLE OCKSTILE DQ INTERLOCK CORNER BASE STILE s cr „rp'•Y"'s Boilou3 ij -.arr.- O6 Ant* Dam a. - - S! = Q U Division LWO/CKSSE L LH INTERLOCK ' ASTRAGAL BASE W/FEMALE ADD-ON CORNER BASE LOCK L SSTILE STILE / DOUBLE ' MM. INTERLOCK FC LOCKSTILE .RLE COQ F► : YI�O IDE CQRN�2 : •RECEIVER STILE • a • •• • • • • • • • • • • • • • •S• • . •LOCKSnLE • CORNER BASE STILE c� X1 //{ q / r t l /OJ Luna A Turner. Pa Mechanical WANSIDE CORNER RECEIVER STILE CF CORNER BASE STILE W B CE IrvERC • • • • , • • • • • • • CA • • RE VERB S� LOCKSTILE LOCCKSTILE �tl,�4�tl 1 °1+ OMICE NO T T • • • • • • • O • • 1070 TE OY( • • a I i s • "l I • awalpeas PANEL TYPES No(7 (w7107 �T • • • • 711. ALUM SLIDING GLASS DOOM IMPACT •a SO D730 I NTS I 5 a 19 I 4406-1 I r��auac�n� r • • • �� FJC adir 818104 � 41. OMs 1 • • • via* Bate* • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • •• ••• • • • •• • • EXTERIOR OPTIONAL, AVAILABLE ALL ORIGINAL 2 -TRACK CONFIGURATIONS 2.438" <74CTiRIOR •IN • •• (J1 E4IIygS�•• • TYP. VERTICAL SECTION SHOWING OIL• ••1 • •i s • • • • sit VERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED PANEL TWO ACTIVE PANELS NOTE: REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. SEE NOTE ASTRAGAL SIDE RAIL PRODUCT REVISED Pl�ida as complying Building Cot. m"=�` of Dom .41/6016. M Dnd pmdoUCmdlal PRODUCT R+'NEWED as cmmplying .vit Me Florida Building Cada a Cccptucrsilo 3 ABOVE Miami Dade Precinct Coni d Division 34 !/cr FJL Road Br FA Rwa10y FX Dem 911107 R, O oat 1D7&D7 Der 12113107 Draw er F.K Dabs Realcac H Redsbrac a.mdex 41. ADO NOTE RE NO 88100ENDERPOS. PRESSURE • - +• ADD Stu. HT. TAM. E AIM FOSRNEOPR TO NOT: • s • NO CHANGE THE St EE7 • • • • • • • um /1134TH 1 7D NOK011k ' . 7 4 • w ,tor VERTICAL SECTIONS, ORIGINAL 2 TRACK ALUM. SLIDING GLASS DOOR, IMPACT 800730 7/2 I B d 19 I� 4406-1 Lucas A. Tumer, P.E. PE 088'01 McUmnlcal ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • • • • ••• • • EXTERIOR 3.500° ASTRAGAL ASTRAGAL SIDE RAIL SIDE RAIL SEE NOTE ABOVE EXTERIOR • • • • • • • / E: T1A R FRAME WITH SCREEN RAIL • • • SKI>ERIORE • TYP. VERTICAL SECTION SHOWING ONE• • ••• • 6RIflR (141ECJ4ilD�ls); • ••• TYP. VERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED PANEL W/ SCREEN TWO ACTIVE PANELS W/ SCREEN • • • •• - • a• • OlPAND NO7E ANO SILL MENDER NOTATIONS. • • • • • • Fame er FJC id Er FJL Rau dfir FJC Ormuf Op FJc 91007 Mire 1006107 Dar 1913®7 Ratedear • • • ADD 801 H1: TABLE AA0)POSMVEOP REFERENCE TO NOTE* • • NOCHMGE7F08SHEET • • • • • W18104 Moistens OrmaBF J.L Deft 401105 • • • 1070 7ECOMLOGYDOE 1 3458 • RQY O.• 1828 •• NOKOMIS, FL 34270 agile 1/2 I �7 d 19 2.713° ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL NOTE: ITEM 81 OR 82, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. SEE NOTE ABOVE VERTICAL SECTIONS, 2 TRACK ALUM. SLIDING GLASS DOOR, IMPACT amww- 4406 -1 p. ^.OSL :C(' REV tsr.D nv comoriat6 the 1. 133.I'7 roC QL�+� -` 6 Exphation Datc . �vru�.am Miami Division PRODUCT RENEWED as complying wilt the Florida Building Coda Acceptance No FDA Luna A. Turner. P.E. PE 088201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPTIONAL ON 3 OR 4 TRACK FRAME j _(S 17, S20 or S4 EXTERIOR €16,S19 •• ••• • • • • • •• • ^ � Bili � OPTIONAL ON 3 OR 4 TRACK FRAME • • G� EXTlOR/ iorrutIOR C•' TYP. VERTICAL SECTION SHOWING • • • • • • • • • TYP. VERTICAL SECTION SHOWING THREE ACTIVE PANELS W/O SCREENS FOUR ACTIVE PANELS W/ SCREEN TRACK 3.500° SEE NOTE ABOVE NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. ASTRAGAL SIDE RAIL PRODUCT R n IS .widn comPTY v A No G -o S1 •o Expiration Dam ` By Lst 1 .L... Miami D Division PRODUCT' RE D ema ne Building B BuildutBCode _ i Ex lstioa Dnto . , yi rr!� �° (II - Zap¢ Miam1 Product Coned Division ;4 Var gored Or FA FX FIPABOTW/EAI1® SILL FX1E • •:• • ADD EL HT. TABLE AND POSMVEO/1 71 0TE • Rws/81c FJC Damt1F F.L Mee 8/11107 Deft 10RH117 Oda BP18S4 Rinitlos O Bwlhs J1 NO CHANGE THIS SHEET • • • • • • osla • ••• OW OR& • a • • P.S. BO1t168 • • I1011IX FL 94274 1 VERTICAL SECTIONS, 3 & 4 TRACK ALUM. SLIDING GLASS DOOR, IMPACT awm`°ec t� SQD730 112 8 d 19 maora xr 4408-1 I I Luca9 A. Tumor. P.E. PE 058201 M ••• • • • • ••• • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • •• • • SECT. A-A FIXED STILE AT JAMB (OUTSIDE) 60 or 69 LOCATED AT VERTICAL CENTER, 12• FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D ITEM 524 SHOWN SECT. B-B DOUBLE & SINGLE INTERLOCK EMI 11111111.1 1iolmuII IIIIHOUr I sm •N �' /min .� ' M . III ``m -� INTERLOCK REINFORCEMENTS REQD VW USE OF TABLE 1, SHEET 3 ITEM 68 SHOWN ( 3, 66,6 8 or 71 ITEM S24 SHOWN C 18,S21 or S24 l T� ��_\ [1.11 �t_..__\ eo • • • • • • /L STRAGAL REINFORCEMENTS SECT. C-C • • • ••• • • • • (�� BQ' WI USE OF TABLE 1, SHEET 3 MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) SECT. D -D MOVABLE INTERLOCK AT P -HOOK SECT. E -E MOVABLE STILE AT JAMB (INSIDE) INTERIOR (ALL SECTIONS) EXTERIOR PRL� B ufldiag Coda Aaentanm No Do Expiration Dare 2a7 J BT ODUCT 1sG.R C Division PRODUCT IUPNF:WED as csrarl}in3 wavt the Florida Dad » Coda Acs= ntes:sca Ir':t � �' ;fir By 2O � Missal Dade Pradua Division 3 4( /of Rau I BF FJC Read BF FJC Road OF FJC 01■matc FIG Oahe 9/11A17 mar 1011005 Cies BH8/04 ReMone O Gros/BT JJ. • ••• • • • • • • CLARIFY LIFTABLE REF'FO1t 8lAN•G0 • • NOONAN°ETM9SHEET NO CHANGE TNL4SHEET • • •• • • Deft 471008 • ••• • • • 69706EGPgLOGVDRI1/6 •W10108, FL BAeV • • • P.O. 1529 • NOW= R. 3W4 •• Ber HORIZONTAL SECTIONS ALUM. SLIDING GLASS DOOR, IMPACT SGOT30 Ban 1St! 1/21 9 d19 m+ven 4406 -1 1 Lucas A Trans. P.E. PE #98201 I1aehantal ••• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O LOCATED AT VERTICAL CENTER, 17 FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ D 18 ITEM 88 SHOWN C 66, 67, 8 or 71 ITEM S24 SHO S18,S21 or S24 ASTRAGAL REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 moo �1�r� ;11001%0 !grim !� C• lu ,11nlit 1�h 3, 58, 59, �`_ I 60or69 SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) SECT. G-G FIXED STILE AT JAMB (INSIDE) INTERLOCK REINFORCEMENTS REQ'D WI USE OF TABLE 1, SHEET 3 • •• • • • • • • • • • . • • • • • • ..• ..: • BEdT. H:H: ••• DOUBLE & SINGLE INTERLOCK (OX) • •• • •• • • •• FIXED - FIXED CONFIGURATION DOUBLE & SINGLE INTERLOCK (NOT SHOWN IN SHEET 4 ELEVATIONS) ITEM 88 SHOWN (3 66, 67, 0 i._.-1 ..=:: Cil.i'I- vaiii. ,.. mr. SECT. I -I 0 MOVABLE STILE AT JAMB (OUTSIDE) 60 or 69 8or71 ITEM 824 SHOWN S18,S21 or S24 INTERLOCK REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 INTERIOR (ALL SECTIONS) EXTERIOR PRODUCT REVISED as cnmq y g� the Florida Budding 6 6 By Inv • is .•• Canard Division d,::.iT;:`r.., ion ... gui[du:�.:uN Acceitlmcc Plo PindeciOnErci 34 /cr Readily: FX H.Nd•F FX Rewde,: FX ua•aele F1C Des RHM17 Oetee 1007.07 OMe 12/1307 Dear 6/18184 lantokm O Raisins ReH kos Mad adehc NO CHANCE DOS SHEET •• • CLARIFY DPTABLER FOR3CTIOHW • • • - Fst H#aFU • NO CHANGE THIS SHEET Date areas •. • • •• • • 1 OONSFI 1E Nhmah.aa •L 54275 • �—.• • P.O. BOX 1529 NOATO6IS, FL 34574 V7sibly Better HORIZONTAL SECTIONS CONTINUED Taft ALUM. SLIDING GLASS DOOR, IMPACT emesmom SGO7d0 1/2 10 4 19 tm.Ieft 44061 fire 1 Lucas A. Toner, P.E. PE 1188201 Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • •• • ••• • • 3, 58, 59, 60 or 69 1" REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 SECTION SCALE: 112 INTERIOR REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 DETAIL J - TYPICAL INSIDE 90° CORNER SECTION REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 i EXTERIOR .125 r— 2.360 ' 5 1.700 .090 80 - PANEL CORNER BASE STILE MAIL: 6083 -T8 DWG# 4433 REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHT. 3 m INTERIOR 81 - PANEL CORNER RECEIVER STILE MAIL: 6083 -T6 DWG# 4433 r 2.502 tj .125 1.700 82 - PANEL CORNER LOCK STILE MAT'L: 6083 -T6 DWG# 4433 So,59 69 60 ores DETAIL K - TYPICAL OUTSIDE 90° CORNER SECTION EXTRUSION SCALE: 1/4 L_ 3.49.9 -1 1.700 r II F .039 J l PRODUCT REVISED Ihulalty Code ss complying with - th - eFi ' en - dss n q Expiration �c �++ - -7 ) Expiration _c CosuW 4.- Moil ll Dsd EXTERIOR EXAMPLE INSIDE 90° CORNER PLAN (4) PANEL BY (4) PANEL DOOR (BY -PASS TO BY -PASS SHOWN) INTERIOR SEE DETAIL J ABOVE SILL WIDTH 2 TRACK = 4.222' 3 TRACK = 6.130' 4 TRACK = 8.038' • •• • • • • • • • • • •• • . • • ••• • • ••i • SCE CIVIL IA80� EXAMPLE OUTSIDE 90° CORNER PLAN (4) PANEL BY (4) PANEL DOOR (BY -PASS TO POCKET SHOWN) INTERIOR PLAN SCALE: NONE limdbs Aft ar= FA. ROW O Ram Hir Arc load= FA 1.7607 H WWI* °rx Haft= FA 17'1307 7 NO CHANGE VHS AIART t1wIF — Ootadep — FA 81&04 .LL .lace • • •• • • e CORRECT COMM PAR:SHEN MASERS a&NAV Riftti&CEMENT ADD lir CORNER RENOACEMNOTE • E 1 •P.Qego ma • • N7NDL* FL MN • 1Rdb1y Bettor CORNER DOOR, SECTIONS AND EXTRUSIONS try ALUM. SLIDING GLASS DOOR, IMPACT asmdl sate ee,r m+°•s O° SIID730 11/2 1 11 d 18 I 4408 -1 I 1 'RODUCT r.F. E the Wench p1:1413 tc�' ° o - o e£1.06 .:. �S:1 U, Zo14- Merlon PnututC•a• 341,, /'r' Lucas A. Turner. P.E. PE #88201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ITEM DWG# PGT # DESCRIPTION ITEM DWG# PGT # (DESCRIPTION 1 4302 812245 ORIGINAL FRAME, HEAD 41 D 7/16 LAMINATED GLASS - 3/18HS EXT. +,090 DUPONT BUTACfTE OR SAFLEX/KEEPSAFE MAXMUM INTERLAYER +3/18HS INT. 2 4386 7P4388 SILL/HEAD WEATHER STRIPPING PAD 3 4303 84303 ORIGINAL FRAME, SILL 42 E 1 1/16 LAMI I.G. GLASS, 3/16 TEMP - 7/16 AIR SPACE - 3/16A EXT. +,090 DUPONT BUTACITE OR SAFLEX'KEEPSAFE MAXIMUM INTERLAYER +3/16HS INT. 4 4381 64381 ORIGINAL FRAME, 3.500 SILL ADD ON 5 4314 612254 ADAPTER, FIXED PANEL 6 4315 84315 THRESHOLD COVER 43 F 1 1/16 LAMI I.G. GLASS, 3/16 TEMP - 7/16 AIR SPACE - 3/16HS EXT. +.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER +3/16HS INT. 7 4385 71164 HEAVY DUTY 4 HOLE BUMP STOP 8 4304 612247 ORIGINAL FRAME, JAMB 9 1155-1 781PQA #8 X 1° LG. S. STL. QUAD/PHIL PAN HEAD 44 DOW CORNING 899, 995 GLAZING SILICONE OR EQUIV. 10 4308 612249 PANEL SIDE RAIL 48 1224 61P247 VINYL BULB WEATHERSTRIP (THICK) m0 64383 DOUBLE INTERLOCK 47 1225 61P248 VINYL BULB WEATHERSTRIP (THIN) 12 4399 84399 INTERLOCK 49 4324 6534601 7/16" LAM( GLAZING BEAD 13 4398 84398 ASTRAGAL BASE 51 4395 64395 1 1/18" LAMI I.G. GLAZING BEAD 14 4380 84380 FEMALE ADD-ON 52 1287 71267N SETTING BLOCKS 1° X1/2" X1/8" THICK 15 4381 84381 MALE ADD-ON 53 749 7BRKIM25 REINFORCEMENT SPRING CUP 16 4305A 84305 TOP & BOTTOM RAIL 54 4358 74356A FRED PANEL ANGLE BRACKET 17 4403A 64403A P-HOOK FOR POCKET DOORS 55 A 7/16 LAMINATED GLASS - 3/16A EXT. +,090 DUPONT SENTRYGLAS PLUS INTERLAYER +3✓18HS INT. 18 4362 64362 FD(ED PANEL CUP 19 1235 67S18G WSTP .170 X.270 BACK, FIN SEAL 56 G 9/16 LAMINATED GLASS - 1/4HS EXT. +.090 DUPONT SENTRYGLAS PLUS INTERLAYER +1 /4HS INT. 20 4393 873936 WSTP .400 X.270 BACK, FIN SEAL 21 720X112X 1/4-20 X 1.50 PH. PAN HEAD S. STL. TYPE F 57 4375 64375 9/18" LAMI GLAZING BEAD 22 71420X114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL. 58 4407 84407 FRAME, 4 TRACK SILL 23 71032X1 FPFX #10-32 X 1" LG. PHILLIPS FLAT HEAD 18-8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES 59 4408 64408 FRAME, 3 TRACK SILL PRODUCT REVISED Be complying with the Florida Molding Codc „SI/.aL N om ' ,, „ � 80 4409 84409 FRAME, 2 TRACK SILL 24 70834X #8 X 3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL KEEPER MOUNTING SCREW 61 4410 89410 FRAME, 2.713 STANDARD SILL ADAPTER 62 4411 64411 FRAME, 3.500 SILL ADAPTER 25 78X38PPT #8 X3/8 LONG PHILLIPS PAN HEAD TEK 63 4412 64412 FRAME, 4 TRACK HEAD 26 710321NSERT 10-32 ALUMIN THREADED INSERT 84 4413 64413 FRAME, 3 TRACK """ 27 4357 64357M ALUM. REINFORCEMENT .500 X 1.500 65 4414 64414 FRAME, 2 1RACK HEAD 28 4388 MOVLNG/FDED INTERLOCK END PLUG 66 4415 64415 FRAME, .....n 7 11 Di•rek• wi ' ' 67 4416 84418 FRAME, 3 TRACK JAMB E 88 4417 84417 FRAME, 2 TRACK JAMB ®ICE11 • tiailnkPl9 69 4442 64442 FRAME, 00 •' r (1,Vil. BOTTOM RIGHT STICKER COVER 70 4441 84441 FRAME, L © QYt:< 1dzwhy.In]JrA 71 4443 84443 FRAME, L 0CEEZI ••t • (;aiM :c • lrC•l maim, YdN:lA:i .•1•la 80 4433 64433 PANEL C ©tom 0 • • 81 4434 84434 PANEL C (FEMALE) • ■ 82 4435 84435 PANEL CORNER, 37 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 1 3/4' COLOR MATCHED HANDLE BASE SCREWS S1 4317 612258 SCREEN, TOP RAIL S4 4318 612257 SCREEN, BOTTOM R .._ S7 4319 812258 SCREEN, SIDE RAIL S11 4320 812259 SCREEN, MEETING RAIL 2 38 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS SCREWS MORTISE LOCK LATCH &P • • • • • • • • • (1) STAINLESS MORTICE LOSK • • • • (1) ZINC DICHROMATE RECESS R. i • S13 4428 84428 SCREEN, DOUBLE INTERLOCK S14 4344 64344 SCREEN, ASTRAGAL S15 4384 64384 SCREEN ASTRAGAL ADAPTER 518 4418 64418 SCREEN, 3 TRACK SILL r S1j 4412 64419 SCREEN, 3 TRACK HEAD :S18 A420 84420 SCREEN, 3 TRACK JAMB .�J Q / 3 /(( / 3 Liss A 'Rymer. P.E PE 0513201 ms n� r 21 42;? 84421 SCREEN, 2 TRACK SILL , 20 84422 SCREEN, 2 TRACK HEAD 39 B 7/16 LAMINATED GLASS - 3/18HS EXT. +.090 DUPONT OEt1!RY(3 AS • PLUS IMERLAYER +3/16HS INT r S2 4423 64423 SCREEN 2 TRACK JAMB S22 4424 64424 SCREEN, 1 TRACK SILL 40 C 7/16 LAMINATED GLASS - 3/16A EXT. +.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER+4/16H (SIT. • • • S23 4425 84425 SCREEN, 1 TRACK HEAD 524 442/1 SCREEN, 1 TRACK JAMB On is 1°1-1+ REVERSE NMEaeIDIHE4T8TREMSTIffAED CIEFT MI I AND 55. • CHANGE ,7a+>arot2EVa • • • • • • • • ae•TZ•omminare + e. s�6 • ��" • P.O. 141X 1629 • • fti PARTS LIST ALUM SLIDING GLASS DOOR, IMPACT • • • • • rxa rExrrnKr MASS RECIPES I • . NO CHANGE TN�6M�7 ma' 1 a n ao6 FL 3494 + Visibl Bauer sefrra••r SG= err° NI 1 12 sear d 19 mrowa 4408-1 as I ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • ••• • • 5177 - 11 .078 5.357 u I 1 [ 1235 .07 � F .062 8 - ORIGINAL FRAME JAMB MATT-: 6083 -T5 DWG# 4304 1.428 .188 .108 14 - FEMALE ADD MAUL: 6063 -T5 DWG# 4380 1.993 1.045 S1 - SCREEN TOP RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4317 2.435 1.619 1.700 1.700 1.045 5.177 - -� 1 - ORIGINAL FRAME HEAD 3 - ORIGINAL FRAME SILL MATL: 6063 -T5 MAT.: 6083 - 75 DWG# 4302 DWG# 4303 1.644 .078 -40-- 10 - PANEL SIDE RAIL MAT'L: 6083 -75 DWG# 4308 2.757 [0- 15 - MALE ADD -ON MAT'L: 6083 -T5 DWG# 4381 f f 1.993 J S4 - SCREEN BOTTOM RAIL (SCREEN FRAME) MAIL: 8063 -T5 DWG# 4318 _t 2.376 r _ .109 1�-- 3.500 .062 r 190 1, 4 - ORIGINAL ADD ON SILL MAT'L: 6083 -T5 DWG# 4381 WALLS VARY FROM .060 TO .250 .421 11- DOUBLE INTERLOCK MATL: 6083HS -T6 DWG# 4383 1.500 2 591 1.670 16 - TOP & BOTT. ▪ R AIL MAT'L: 6063 -75 DWG# 4305A 1.019 .062 S11 - SCREEN MEETING RAIL 1.872 (SCREEN FRAME) MATL: 6063-T5 .06 DWG# 4320 •• *••• - • • • • • • �62 S7 - SCREEN Silk • e R • • MATL: 6083 -T5 DWG# 4319 ••• • • • • 5 - ADAPTER, FIXED PANEL MATL: 6063 -T5 DWG# 4314 7 1. 1 .800 .080 J 18 FIXED PANEL CLIP MAIL: 6063 -T5 DWG# 4362 1.874 WALLS VARY FROM .060 TO .125 .0 50 1 1.872 - 1.4231- • • S13 - SCREEN DOUBLE INTERLOCK • • (SCREEN FRAME) MAIL: 6083 -75 DWG# 4328 1.800 1.986 1.087 I .062 .062 .557 f 12- INTERLOCK MAUL: 8063HS -T6 DWG# 4399 1.305 S14 - SCREEN ASTRAGAL MAIL: 6083 -T5 DWG# 4344 6 - THRESHOLD COVER MATE.: 6083 45 DWG# 4315 2.981 WALLS VARY FROM .080 TO .125 27 - ALUM. REINF. MAT'L: 8005 -T5 DWG# 4357 3.162 _ p e .083 2.272 L S15 - SCREEN ASTRAGAL ADAPTER MAT'L: 6063 -T5 DWG# 4384 .125 1 El 2.875 F� 17 - P -HOOK MATL: 6063 -T6 DWG# 4403A �coaucr the Florida D li Co Baling Cods AaeP7snno No Eallinnikat Date 2.961 1 13 - ASTRAGAL BASE MAT'L: 6083 -T6 DWG# 4398 PRODUCT REVISED as complying with the Florida Building code Acceptanor nto ‘07-0 51/.06 By Wand a n l Wader FJL fer.1e0 FA Read Br FJL FJC Oats 901117 suee 100utiD7 2ns•7 8/18/04 Rovhabor asdwas AIfok6S checked AA J1 ADO rra119QVBBALLda 1. • ••• • • • • • • • • • • • NOMINEE SHEET' • NOp1AMM 1114 SHEET •• • - • Oft 40608 • ••• 4 4 • PJ ; 1829 • • FL 94 1 VLdBFj Better EXTRUSIONS Tin ALUM. SLIDING GLASS DOOR, IMPACT aseksaitste 8Ga790 I NTS I 13 a 19 I D m 44064 Lucas A. Tamar, P.E PE #98201 Mechanical •, • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 1.619 58 - 4 TRACK SILL MATL: 6063 -T6 DWG# 4407 8.038 .078 - +�- 68 - 2 TRACK JAMB MATL: 6063 -T6 DWG# 4417 en .078 -.4.-- 63 - 4 TRACK HEAD MATL: 6063 -T6 DWG# 4412 X 1235 2.546 r- Q .078 S21 - SCREEN 2 TRACK FRAME JAMB MATL: 6083 -76 DWG# 4423 J1.619 1 3.810 I I� 3.810 --1 R 2 1 LI S16 - SCREEN 3 TRACK FRAME SILL MAIL: 6063 -T6 DWG# 4418 - .078 S22- SCREEN 1 TRACK FRAME SILL MATL: 6063 -T6 DWG# 4424 ( • 5.505 --all pn it an .078 70 - FRAME, 2 TRACK HEAD W/ SCRE N RAIL MATL: 6063 -T6 DWG# 4441 1.619 .078 -4-a- 64 - 3 TRACK HEAD MATL: 6063 -T6 DWG# 4413 6.130 --I 1.619 59 - 3 TRACK SILL MAIL: 6063 -T6 DWG# 4408 6.130 � J x 4222 -+1 .619 1.819 1 .078 S17- SCREEN 3 TRACK FRAME HEAD MAIL: 6063 -76 DWG# 4419 n 1.283ra- 1.619 6 .078 S23- SCREEN 1 TRACK FRAME HEAD MATL: 6063 -T6 DWG# 4425 .078 --II-- 65 - 2 TRACK HEAD MAT'L: 6063 -T6 DWG# 4414 LI` 3.810 I 0 1.619 •• ••• rii - • 5 ' • •• 1 • • • • • • • • • • •• 1 • •• • 1235 •• -I ••• • • •• 71 - FRAME, 2 TRACK JAMB W/ SCREE RAIL MAIL: 6063 -T6 • • • • • • i1WG# 444a • w • .078 - 60 - 2 TRACK SILL MAT'L: 6063 -76 DWG# 4409 .078 518- SCREEN 3 TRACK FRAME JAMB MATL: 6063 -T6 DWG# 4420 r 11.283r- 1.619 I p .078 S24 - SCREEN 1 TRACK FRAME JAMB MAIL: 6083 46 DWG# 4426 .078 8.038 .078 61 - STANDARD SILL RISER MAIL: 6063 -T6 DWG# 4410 .078 --- n"•.- -- 66 - 4 TRACK JAMB MAIL: 6063 - T6 DWG# 4415 2.546 .810 .078 --- '-tom -- S19- SCREEN 2 TRACK FRAME SILL MAIL: 6063-T6 DWG# 4421 .494 2.713 1.619 27 - ALUM. REINF. MAIL: 6005 -T5 1.500 DWG# 4357 1 1 2.546 .078 S20 - SCREEN 2 TRACK FRAME HEAD MAIL: 6063 -T6 DWG# 4422 I+ .500 1 2.825 69 - FRAME, 2 TRACK SILL W/ SCREEN RAIL MAIL: 6063 - T6 DWG# 4442 .494 - �--- .078 1 62 - 3.50° SILL RISER MAT'L: 6063 -76 DWG# 4411 6.130 -11 1.235 .078 - -•8- -- 67 - 3 TRACK JAMB MAT'L 6063 -T6 DWG# 4418 3.500 PRODUCT 10r:V1S $ the FTuroN na• Division 1.235 PRODUCT 2F. c F es cMa9lY Solid 3 u:h tx Fiorida i.: Coca - -- Anariria•so No .F' FX Rid FX aid WNW/ Mims N N NO MANSE MIS SHEET • st 618/04 Weir Choi B�c .14 AX 1181.2 RENIFORCEIENT •••• • • • •• • • NOCHAVHE7N19MEET We ar•m • • • • • • 1 • • • • • • 00102/01341. mos • F.O. &¢x 1E29 N011pEQ asap. Bear EXTRUSIONS, FRAME ALUM. SLIDING GLASS DOOR, IMPACT _ & 14 4 19 I� 4406-1 II Lucas A. Tumor, P.E. PE158201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (P7mD v _ 880" ASTRAGAL OR INTERLOCK E E 90° CORNER ASTRAGAL E ® { 1TRAGAL OR INTERLOCK J - , ( ANCHORS PER LOC , @ JAMB — 1 NOTES - HVHZ ANCHORAGE REQUIREMENTS: I. APPROVED ANCHOR TYPES: 1, 1/4' ELCO TAPCON 2,114" ELCO SS4 CRETE -FLEX 3, #12 STEEL SCREW (G5) SEE SHEET 17 THROUGH 19 FOR ANCHOR INSTALLATION DETAILS. 2. (2) ANCHORS REQUIRED AT EACH HEAD, SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P -HOOK LOCATION. P -HOOK ANCHOR LOCATIONS TO BE STAGGERED 1" MIN. (BOTTOM ANCHOR TO BE 2' MIN. EDGE DISTANCE) AS SHOWN IN POCKET P -HOOK INSTALLATION DETAILS, SHEET 19. e . MAX. 98" HIGH DOORS W/ PANELS UP TO 48' WIDE (TABLES 1 AND 2, SHEET 3) AND 120" HIGH DOORS W/ PANELS UP TO 48" WIDE (TABLE 1, SHEET 3). HEAD & SILL.. 8 1/4' MAX. FROM FRAME CORNERS AND 16 3/8' MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. 164. MAX. 96' HIGH DOORS Wl PANELS UP TO 60° WIDE (TABLE 1, SHEET 3). HEAD & SILL.. 81/4° MAX FROM FRAME CORNERS AND 2213/18" MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 18. 85. JAMBS AND P -HOOKS ANCHORAGE ALL DOORS. 8° MAX FROM BOTTOM AND 26" MAX O.C. AT THE ANCHOR QUANTITIES FROM TABLE 3, SHEET 16. 6. 'ANCHORS PER PANEL" ARE ANCHORS ON THE HEAD AND SILL BETWEEN CLUSTERS, OR BETWEEN A CLUSTER AND A FRAME JAMB / P -HOOK. r ._-- ASTRAGAL CL - - MIN. TYP. � - 1 1/2" MIN. TYP. 3" MIN. TYP. 'A' DIM. A' DIM. 0 0 r INTERIOR 'A' DIM. MAX O.C. 'A' DIM. MAX O.C. 81/4° MAX. 8 1/4° MAX 81/4' MAX. EXTERIOR EXAMPLES OF HEAD AND SILL ANCHORAGE, STRAIGHT AND 90° CORNER DOOR 0 I 1 MAX JAMB. O.C. JJ I - PER NOTE 5 f I, 'A' DIM. 8 P MAX O.C. O.C. PER NOTE 5. 1 8° MAX TYP. DETAIL S® i e SEE� ® SEE B MAX. �I AX 1111 DETAIL C INTERLOCK 3" MIN. DETAIL B DETAIL C T INTERIOR � � 83118" MAX - TYP 11 ■15. DETAIL A 3' MIN. 8 3(16° MAX. TYP. L INTERLOCK CL 1 1/2' MIN. TYP. 'A' DIM. MAX O.C. --� 'A' DIM. MAX O.C. 8 3/16° MAX. TYP. ( 8 ANCHORS SEE 90° CORNER PER LOC. DETAIL A @ HEAD & SILL _ L • . A DIM. 'A' DIM. 'A' DIM. MAX MAX MAX O.C. O.C. O.C. EXAMPLE FROM TABLE 3, SHT. 16 (C8 +4), (8) ANCHOR CLUSTER PLUS (4) ANCHORS PER PANEL (SEE NOTE 6 & EXAMPLE ANCHOR PLAN ABOVE) HEAD AND SILL MAX. ANCHOR SPACING NOM. PANEL WIDTH 'A' DIM. <46' WIDE 163/8° >48' WIDE 2013/16° • • 'A' DIM. • • • 80/0 • • • • L- I,• 1 _ • • • • • MAX. O C a MAX O.C. • • • • 2INTRC{�Q1TSIDE 3 -TRACK INSIDE 4 -TRACK OUTSIDE C US R PLUS 2 ANCHORS PER PANEL (SEE NOTE 8 (6) ANCHOR () ( ) j �TTgg EXAMPLE CORNER CLUSTERS 'A' DIM. MAX O.C. 'A' DIM, • f • • • • "Y ° `• • • • • • EXAMPLE 2 FROM TABLE 3, SHT. •I�tC6+t• • • • CORItIE W CLUSTER CORNER W/ C6 CLUSTER CORNER W/ C6 CLUSTER �xoDUCrt AD itteA 6 ° g am„ m ob qv lawn{ Dad neonucr RENEWED ,saamr.3Y+nS�vitht'ae Flotilla 3uidh >� Cc;.9 - Acasptaase i4, I;r - • Expirasi°0Drm \1iI11 !n: I' Diviaian 81/4" MAX TYP. Divisi°° P roduct ° n rol EXTERIOR 06 0 ift avuaBF FJC aws FJC Eislw 91207 uoe 1919W owe FJC 121t3II7 '1�meF cre FJC 61 > 0 per u CONVERT EZ4M ES TOINCUCIESO DEGREE CORIOERAPPUCAn70A1 REVISE NOTES 3. 4,& LIME& P3OOR ANCHOR SPnc9m •• CLARIFY COM RASR1AGALANCHORAGE • • • • • CiaR6r coren:R CLUSTERS IZECID MD CHANGE N07ESa tit: • • one 4/1&93 Am sray I �Ol Sl!3 4 • ANCHORAGE, SPACING nx< ALUM. SLIDING GLASS DOOR, IMPACT Ealaillkdat SGD730 1E.1.18 15 s 19 Dowkolia 4406-1 Rea 1 Lures A. Twner, P.E. PE 4E8201 Mechareon ••• • • • • • • • • • • • • • •• • • • • • • • •■• • • • • • • • • • • . • • • • • • •• •• • • • ••• • • ••• • • • • • • • • • • • • • ••• • 7 • • • • • • • • • ••• •• •• • • •• • • • ••• • ANCHORAGE - ®TABLE 3.j GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE EE 8 OL 8 8 8 O 9 8 9 04 01. OL OL 10 10 01 01 12 12 2,CONC 1,CONC FOR USE WITH DP TABLE 1, SHEET 3 YES, REINF. REQ'D IN INTERLOCKS, ASTRAGALS, AND 90 CORNERS P -HOOK pa LO LO 10 aaa. 0aa10 1 ) 117 10 0 U7 1C7 tD CD 10 10 CO CO CO CD CO 0 10 tD CD m mmNN Caa aID 10 0 10 10a. .4 •cf •_ - •cf - - „nUnu a a Lnwuf . sr ' 117 Lt3 10 - '- '- " 01 to u7 u7 of 0L' 0 L OL _ -01. 01 01 � L II 01 OL OL 1 01 01 04 0 01 1 01 OL OL 1 04 01 01 OL 0 0 0 10 1 �a$ O s 2,CONC a a e2 1 01 8 01 _ O ` _ . 0 CO CO CO F 0l OL 1 OLI I OL CO 03 03 01 OL 04. 01 CO CO CO CO OL 01 01 CO CO CO CO 01 I 01 OL OL CO CO OL CO CO o 0 8 Z +40 8 Z +40 01 Z +40 8 Z +40 OL Z +40 01 Z +40 OL I Z +40 -ou Z +40 8 Z +40 9 Z +40 1 9 Z +40 �8 Z +40 OL zoo OL Z +40 01 Z +40 01 Z +40 P +40 KM P +40 8 - Z +90 8 4 ±40 01 4 +40 01 4 +40 OL Z +90 01 Z +90 9 4 +90 9 4 +40 017+90 - 01_ _4 +90 01 I 4 +90 01 1 4 +90 01 4 +90 01 4 +90 01 P +40 0 L 4 +40 01 4 +90 04 4 +40 0L 4 +90 01 4+90 ZL 4 +90 4 4 +80 01 I 4 +90 01 I 4 +40 Z1 14 +90 01 4+90 0L 4+80 1 N N ZL 4 +90 Z1 4+90 N 2,CONC Z +40 Z +40 Z +40 Z +40 ZOO Z +40 Z+40 Z +40 Z +40 Z +40 Z +40 Z +40 Z +40 Z +40 Z +40 Z +40 4 +40 4 +40 4 +40 _ 4 +40 4 +40 4 +40 4 +40 I 4 +40 4 +40 _ 4 +40 4+90 4 +90 4 +90 4 +40 4 +90 4+90 4 +90 4+80 4 +93 4490 - 4 +90 4 +90 4+40 POO 4 +90 4 +40 4 +40 aaa g 1,CONC / Z-1 Z +40 Z +40 Z +40 L.Z +' Z +40 Z +40 Z +40 Z +40 Z +40 Z +90 Z +90 Z +90 Z +90 Z +90 Z +90 Z +90 Z +90 Z+80 Z +90 Z +90 Z +90 Z +90 Z +80 4+90 4 +40 1 4 +90 1 4 +90 P +80 4 +90 Z+010 4 +80 4 +90 4 +90 4 +80 4 +90 4+90 4+90 4 +90 4+90 4 +80 4 +90 1 4 +040 4 +90 r 9 +90 9 +90 9+80 9 +90 NOM. PANEL DOOR WIDTH x HT. _ g g 00 00000000' 8388`818,1: O N - X O § N Q 'iog00040o Co l Q} g � a W p • O . w • r x • • • •• • • • • 00 •• • •• • t7 0 0 0 S 6f Of 8 '+ A cPF • • • • • • 1 • • ••• • Ol • • • •• � • � p � � p f7 00 0 0000 C b 8 8 0 0 Y c aD x W W O O .- e X o v 4 000'98 000'08 000'48 000'09 x 000'49 000'96 000'06 000'48 000'08 x 000'09 4 LL k REVISE T"�' SMELT °f• �JANf'^ MIMIC • • • ANCHORAGE TABLE • ••• NO WLe tomrE fl _ ALUM. SLIDING GLASS DOOR, IMPACT MENTIFY fa M I M YTABLEa NOTE2 AND ADO NOTE a • • • • aft 1 • • • • • • • • P.OIBlX f R +• Becre• • e.rrdae �� e� I NTS ere 16 s 19 I ca.u, re 44061 a.r I I ••• • • ••• • • • • • • • • • • • • • ••• • 7 • • • • • • • • • ••• •• •• • • •• • • • ••• • 2 823" MIN. O.C. DISTANCE (MIN. 3 KSI CONCRETE) ° • '.: is �' :..... ; �_ NOTE 1 1x WOOD BUCK NOTE 2 CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK NOTE2 (MIN. 3 KSI CONCRETE) CONCRETE ANCHOR, NOTE 1 ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL 2.823° MIN O.C. DIST. 1 3/4" MIN. E.D. TYP. 1x WOOD BUCK NOTE 2 SCREEN ATTACHMENT TO BE APPPROVED BY AHJ CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK NOTE 2 SCREEN ATTACHMENT TO BE APPPROVED BY AHJ CONCRETE ANCHOR, NOTE 1 1/4" MAX SHIM 2.823' MIN O.C. DIST. 1 3/4" MIN. E.D. TYP. NOTE 1 EXTERIOR INTERIOR (ALL SECTIONS) .1 1/4" SHIM MAX. 1/4" MAX SCREEN SHIM FRAME WOOD ANCHOR, SEE NOTE 5 HEADS MAY BE USED INSTEAD OF #12 STEEL (G5) 2 —TRACK FRAME HEAD INSTALLATIONS SCREWS. SEE SHTS.15 AND 16. 1" MIN. EDGE DISTANCE FOR WOOD FASTENERS. 2x WOOD NOTE2 .823" MIN O.C. DIST. 1 3/4" MIN. E.Q. TYP. (MIN. 3 KSI CONCRETE). ,. `.d . 1 : ' 1 3/4° MIN. E.D., TYP. 1/4" MAX SHIM SCREEN FRAME NOTE 1 1 T_ 1/4" MAX. SHIM • • • . • • •• ••• •• • • • •• NOTES: 1. MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR HEAD, £SHTS 17 SILL AND JAMB AND 1" FOR P -HOOK INSTALLATION. FOR CONCRETE APPLICATIONS IN 2x WOOD THRU 19) MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS NOTE 2 (MIN. 1 318° EMBED.) OR 1/4" ELCO SS4 CRETE -FLEX (1 3/4° MIN. EMBED.). FLAT HEADS TO BE #12 TRIMFIT TYPE. 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 11r THICK. 1x WOOD BUCKS ARE 1 3/8° OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS MIN. DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF 1X OR 2X WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER WOOD ANCHOR SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO NOTE 5 THAT SHOWN IN THE DETAILS ON SHEETS 17,18 AND 19 FOR 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 15 MAY BE USED. 4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE 1 3/8' TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK MIN. CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOOD/MASONRY OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE, EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO 1/4' MAX. WHICH THE FASTNER IS EMBEDED SHIM 5. FOR WOOD APPLICATIONS ELCO 1/4" SS4 CRETE -FLEX ANCHORS WITH #12 TRIMFIT 3 —TRACK FRAME HEAD INSTALLATIONS • • • • • e i i SCAGENI RIME• 4— TRACK gRAUE!-I A 1t1ST�-LATIONS 1 3/8' MIN. WOOD ANCHOR NOTE 5 2x WOOD NOTE 2 WOOD ANCHOR NOTE 5 1/4" MAX SHIM 1 3/8" MIN. 1/4" MAX. SHIM Building Ca D }lODUCTnn !re) Florida mngtyL� :... es aia^, tame nun 7� 11120! hrisio FJC FJC BSc •11A07 DSc 10ne/n FJC OPmmB¢ Fit Oats 12118.7 Ode 8/18104 SzetSoc O ReStErs Rodsbos ehadadES J1 ADO ES OK AN05070SENATTACMENTNOTA11014 • •• CLARIFY NOTE2 AND AHJ NOTATIONS • • • • • • NO MilkNOE 7112 SHEk7 • • . • • • Oats 411605 • • • • ••• 1070 7EOLW2LdbY mow • •• • P.O.80x 11129 • NOME& E 24274 • • ••• • • Visibly73etter ANCHORAGE DETAILS, HEAD 7- ALUM. SLIDING GLASS DOOR, IMPACT BalsaisS =MD 1/4 X 17 s 19 sasses 4406-1 Luca A. Tamer, P.E Roc PE /88201 I Mec • •• • • • • • • • • • •• • • • • • ••• • • • • • ••• • • • • • r • • • • • • • • • • •• ••• • • WOOD ANCHOR NOTE 5, SHT. 17 1/4" MAX. SHIM 1x WOOD BUCK NOTE 2, SHT. 17 CONCRETE ANCHOR NOTE 1, SHT. 17 1x WOOD BUCK NOTE 2, SHT. 17 CONCRETE ANCHOR NOTE 1 SHT. 17 SCREEN ATTACHMENT TO BE APPPROVED BY AHJ 1 3/8" MIN. 1/4" SHIM MAX 1.908" MIN. O.C. DISTANCE 2x WOOD NOTE 2, SHT. 17 NOTE 1, SHT. 17 —1 3/4° MIN. E.D. TYP. ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL t 1.908" MIN. . O.C. DISTANCE (MIN. 3 KSI CONCRETE) 1/4" SHIM MAX —4-11-4— ORIGINAL 2 -TRACK FRAME JAMB INSTALLATIONS e - � NOTE 1, SHT. 17 1 3/4 MIN. ED. TYP. } 1.908 MIN. 4 O.C. DISTANCE •; (MIN. 3 KSI '.ri, . • CONCRETE) WOOD ANCHOR NOTE 5, SHT. 17 SCREEN FRAME 1/4" MAX. SHIM --I F-"— 1x WOOD BUCK NOTE 2, SHT. 17 CONCRETE ANCHOR NOTE 1 SHT. 17 1/4" SHIM MAX —4 -11—' — 2-TRACK FRAME JAMB INSTALLATIONS WOOD ANCHOR NOTE 5, SHEET 17 1 318" MIN. - Apiu Amu • • 3 -TRACK FRAME JAMB INST# L ATIONS • 2x WOOD NOTE 2 SHT. 17 NOTE 1, �HT. 17 . "1 3/4° MIN. E.D. TYP. 1.908" MIN. A.C. DISTANCE `, (MIN. 3 KSI •4 CONCRETE) 2x WOOD NOTE 2 SHT. 17 WOOD ANCHOR NOTE 5, SHEET 17 SCREEN FRAME 1/4" SHIM MAX --r{ I+--• 1x WOOD BUCK NOTE 2. SHT. 17 CONCRETE ANCHOR NOTE 1 SHT. 17 SCREEN ATTACHMENT TO BE APPPROVED BY AHJ 1/4" SHIM MAX —4-11—•-- 1 3/8" MIN. 2x WOOD NOTE 2 SHT. 17 13/4" MIN. E.D. TYP. 4 -TRACK FRAME JAMB INSTALLATIONS NOTE 1 SHT. 17 1.908" MIN. O.0 k DISTANCE ••'v:' (MIN.3KSI ''. CONCRETE) INTERIOR (ALL SECTIONS) EXTERIOR es complying wi16 Um Fhada Npe o q Fxpicatton Dare �JLII�i • B iemi Dade d Coltroi. Division , RODUCT RE1VE�`� s %vat, II= Florida ui Wtr,coda cc Expicallon Dax r(" By Division 3414( ftWO, FA Owe BRIM Oak 10%8.7 Rader Oxtr FA 101307 Wan Br Me FX 818/04 lawHols O R.ird. RadWs .L.G AVOMIN.E17.711CONGANISCRAOEDETARJ321073ZEGVAITRCHMENTNOTE CLARIFY MUNOTA71O1113 • • • • • • • • • • • • NO CHANGE DOSlEET a.e 47f MI5 * - N� saac• ♦•.a B�'�d8 • • NoxaMS, F1 . MZ* • • • • • ipecar • ANCHORAGE DETAILS, JAMB ALUM. SLIDING GLASS DOOR, IMPACT frremtiof eh SGD730 1/4 1 8 , 19 0.4711e. 4408 -1 I 1 Lucas A. Turner, P.E. PE 058201 Machenxel • • • ••• • • • • •' • • •, • • • • • • • ••• • • • • • • • • • • • • • • 00 •. • • ' • • • 000 • • • SCREEN FRAME L 1/4" MAX. j NOTE 1 SCREEN FRAME 1/4" MAX. NOTE 1 4: 4 �. (3 KSI MIN. CONCRETE) SEE NOTE 2 4 -TRACK FRAME SILL INSTALLATIONS NOTE ANCHORS ARE STAGGERED 1" MIN. AT P-HOOK ANCHOR EMBEDMENT AT P- HOOK:1 /4" TAPCON -1 3/8" MIN. 3 KSI MIN. CONCRETE 1/4" CRETE -FLEX -1 3/4" MIN. CONCRETE ANCHOR, NOTE 1, ;•:. ? 1 1° S .17 r"'+ .. E.D. INTERIOR (ALL P-HOOK SECTIONS) EXTERIOR Road* Date FJL a %W7 Read HA Ogrx PX /07/SD7 sex FX 121307 na. BF Oats FX W18/04 awrr.g O Havirkas H CONCRETE ANCHOR, NOTE 1, SHT. 17 1x WOOD BUCK NOTE 2, SHT. 17 NOTE NOTEABOVE ABOVE 3/W MIN. HO CHANGE THIS SHEET Wskleas 1 AD MADGE7H1SSHEET u ulnas CONCRETE ANCHOR, NOTE 1, S . 17 • .:• MAC ED. TO CONCRETE ANCHO DETAILS. 1 3/8" MIN. 2x WOOD NOTE 2, SHT. 17 NOTE 1, SHT. 17 1 3/4 SCREEN FRAME MIN. E.D. TYP. NOTE NOTE ABOVE ABOVE 3/8" MIN. WOOD ANCHOR, NOTE 5, SHT. 17 ••• • • • • "• • • • • • • • • • •• 1/4" MAX. NOTE 1 SCREEN FRAME 1/4" MAX. NOTE 11 T (3 KSI MIN. CONCRETE CONCRETE ANCHOR, NOTE 1, SHT. 17 SEE NOTE 2 3 -TRACK FRAME SILL INSTALLATIONS a EXTERIOR INTERIOR (ALL SILL SECTIONS) • • — •Ie7 • • • • i • .4.19 • • • 'o.gal2E • • • • • HOxOIES, F • • 14.4* r • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 2x WOOD NOTE 2 SHT. 17 2x WOOD NOTE 2 SHT. 17 ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL 1/4" MAX. NOTE 1 1/4" MAX. NOTE 1 1/4° MAX. NOTE 1 3/8" MIN. SCREEN FRAME 1/4" MAX. NOTE 1 NOTE 1 I :. r :•F� ;•; NOTE 1, SHT. 17 I `:.� %L i ,r.'e'a �t:, y HT. 17 (3 KSI MIN. CONC141E) • 1 3/4" MIN. E.D� TYP. 2 -TRACK FRAME SILL INSTALLATIONS 1 3/4" MIN. E.D. TYP. NOTE 2 WOOD ANCHOR NOTE 5, SHT. 17 2x WOOD NOTE 2, SHT. 17 CONCRETE ANCHOR, NOTE 1, SHT. 17 ALUM. SLIDING GLASS DOOR, IMPACT %4 I 9 a 18 101.4216. 4406-1 sarrao 1 3/8° MIN. WOOD ANCHOR, NOTE 5, SHT 17 NOTE 1, SHT. 17 (3 KSI MIN. CONC) 1 3/4" MIN. E.D. TYP. "I NOTE 2 TYPICAL POCKET P -HOOK INSTALLATIONS ORIGINAL 2 -TRACK FRAME NOTE: • • • •• • SILL INSTALLATIONS • 1. IF SILL IS TIGHT TO SUBSTRATE, GROUT ORCOTHER RIMS alOtR • BIIUIREP. IF USED, NON-SHRINK, NON - METALLIC GROUT, 3000 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT'P -gE ENTI LENG1H OF 19IE t?. THAT (S NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FiLT PAPER) 1AS'1IC I UIliffiD BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURIBDICTIM 2. 1.947 MINIMUM ON CENTER DISTANCE ANCHORAGE DETAILS, SILL & POCKET P -HOOK CONCRETE ANCHOR, NOTE 1,SHT. 17 PRODUCTREVIS.b es complying wiib the I+I ** Building Coda Acceptance No 07"CS / tie q Expiration Data 4 , 0 1,k r up Ltja.MIL.- Miami ['Tactual Maas Division ODUCT p,7.g-�i 1. e:n -avuS {R it th cao n gzuic:2cu+Octa BY Mix Dodo hound Di.isioa Lucas A. Turret, P.E. PE #58201 Mechanical 3/8" MIN. 2x WOOD NOTE 2 SHT. 17 MIAM EDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately. revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA resgves the fl t" to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division tort* producer. 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 FloridatE tding Coq,. . including the High Velocity Hurricane Zone. . • • • •••• • DESCRIPTION: 1"x Std. Wall - Aluminum Tube Clipped Mullion- L.M.I. •••• APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Alwninumgt►beClipped • • � • Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Pa, dated • 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Rene*al Stalnp with...:. last the Notice of Acceptance number and expiration date by the Miami -Dade County Product C¢ntuarpivision. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 and renews NOA # 04-0528.04 and, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 - 2908 www.buildingcodeonline.com •• • •••• • • NOA No 06-0125.06 Expiration Date: June 28,2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F TL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, F.E. • • "Submitted under NOA# 04- 0528.04" • 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC,' TAS 202 -94. • • • 2) Large Missile Impact Test, FBC, TAS 201 -94 • • 3) Cyclic Loading Test, per FBC, TAS 203 -94 • along with installation diagram of a pair of fixed • alum. windows (UT • • • • • configuration) 80" x 76" mulled together with a lx 4 x std. wall mu iii, prepar • by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 290,3 • ..• 01/05/01, signed and sealed by Antonio Acevedo, P.E. • • .• "Submitted under NOA# 04- 0528.04" • • 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC,FAV202 -9t 2) Large Missile Impact Test, FBC, TAS 201 -94 • •;;,,• 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. G t n, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER • • 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" Std. Wall-. Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 066a& t)6; •••••• • E -2 •••• • • • • • • • • •••• • •• •••• • • • •• • • • •• •• • • • • • • • • • • •• • • • • J e D. Gascona".E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • •••• • • •. • • •• • • • • • • I rr _ 1 1 _ ` f - - M1 �/ / " 0 1 F--W1 H W2 II ANCHORS DETAIL "13, C" OR D" AT BOTH ENDS AND AT BOTTOM H MULLIONS [ANCHORS DETAIL A W W1+W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAXOPENING= HORHI +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A H i 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER WADS ® TO THE STRUCTURE. • • ••• ANCHORS DETAIL B C" 01? D" AT BOTH ENDS AND AT BOTTOMS W2 , W3--- W W = W1-1-W2+W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR 111 +112 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2+W3 MULL LENGTH = H1 Mra 1. THE 33 i /39 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SHEETS 2, .3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPUCATIONS. • • 1•• •• • 1 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • MULLIONS H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, UNITS. ANCHORS DETAIL "B" C" OR D" BOTH ENDS • • TO BE •• .J • • • • • • • • • •Robe•!•. Mark. P.E' • • • w.6. 52 1529 • • n4 • NOKOWK. FL 54274 •8lraeturel• ••• • • • • • • • • • • • • • • •• •• •• • • ANCHORS DETAIL 5" "C" OR D" BOTH ENDS --Wi W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ND i W i i W2 MULUON USED ONLY WITH PGT INDUSTRIES PRODUCTS • 1070 TECHNOLOGY ORNE • NOKOMIS FL 54275 Road 90 F.K. Read ey: F.K. Damn o P.J.P. 30/06 � N OTES 5 & 6 5 8/06 C � TECIt REFS 48/00 1 " STANDARD WALL, ELEVATIONS Taft ALUMINUM TUBE CLIPPED MULLION sow/Awn sodx MULLS I NTS REFER TO H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 . MULL LENGTH = W S 1 5 ULUON No. 6220 PGT 1x MULLION MULLION CUP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MUWO FOR 1" MULL i TYPICAL MULUON TO MULLION INSTALLATI.N. DETAIL "A" 1° MULL= i° MIN. PGT 1x MULLION SEE NOTES 2 & 3 MIN. `8(TW) 2" OR 4" /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE /12 SCREW, SEE NOTE 3 TYPICAL MULUON TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ° . MIN. EMBEDMENT. TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4" 2. FOR W000 APPLICATIONS USE /12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL-TO-CUP, •' TO BE HALF THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING • (MINIMUM OF 2 SCREWS PER CLIP). • ■ 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL • • REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. AND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING. • • CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROITL.• • ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. • 6. REFERENCE 1151 REPORTS: FTL -2902, 2903 AND 2975. • • •• • • 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 1 x MULLION -- L_ SEE NOTE r ••• • •• • • ee • • • • w• • • • *Robe* ya m 2 .* urinal• • • • •• • • • • TYP CAL MULLION TO STRUCTURE WITH WOOL) BUCK REMOVED FROM CONC.. DETAIL C" 2 OR 4" MIN. 2h( )1 j SEE NOTE 1 • ••• • • /070 TECHNOLOGY OHNYE • • N KOM(S. FL 34275 • • PA 10111A FL • N( 34274 000 BUCK TYPICAL MULLION TO STRUCTURE }WITH WOOD BUCK AND CONC.. DETAIL "0" /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 ALUMINUM TUBE CLIPPED MULLION TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS "V 5730/06 Re arlfY NOTES 3 & 5 FK. 5�8/O6 C-AOD EMBED. DETA$S • ES p P 48/00 1" STD. WALL, CLIP INSTALLATION DETAIL MULLS me. I NTS I A2 o 5 I wing No. 6220 D ••• • • • • • • • • • • • • •• • • • • • • • • •• •• • • • •• • • • ••• • • • • • • • •• • • • • • •• •• ••• • • 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 1/8 1 x4x 1/8 i4 1 11/16 3 11/16 A TWO (2) ANCHOR LOCATIONS NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUAN1 OF ANCHORS. PLEASE REFER TO CHARTS 1 AND 2 ON • SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. • • 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. • .3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 29:5. • • • • • © FOUR (4) ANCHOR LOCATION ••• • 9 • • • (3)EQ. SP. @ (A -3/4)/ • •0• • 1074 TECHNOLOGY OINVE • NSCOMIS a 34275 • • P.O BOX 1529 • maws, P1. 34274 1" MULL CLIP W/TABS REMOVED (CUP TO MULL) EXTRUSION DWG 11099 A/2 A B MIN. Q ONE (1) ANCHOR LOCATION B MIN . L---A O THREE (3) ANCHOR LOCATIONS MULLS BMIN. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS awnEy: P.J.P. 4 28/00 0 5730/06 D— DIE SIf 578/06 C Rf145E SPACING 1" STD. WALL, ANCHOR LOCATIONS Na ALUMINUM TUBE CLIPPED MULLION soofx NTS snret 3 of 5 No. 6220 Raw D ••• • • • • •9• • • • • • • • • • • ••• • 9 r • • • • • • • • • • • • •• •• • • : :• •• ••• 0 • • •. • No : 1. REFERENCE TEST REPORT F L -2902, 2903 AND 2975 —$ (TYP) ix STD. WALL MULLS MAT'L: 6063 —T6 1 • (TYP) TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS •• ••• • • • •• 0 F.1P.' 1 9/06 9-NO CM TH6 Slit • • • • • • •• �/ �/ i �J/ • fa L 7 � •• ••• • • /�,i /J •• ■ rn ■ c P. . J.P. 4 756/00 1 " STD. WALL, MULLION PROFILES F F.K. 58/06 C-NO CNC THIS SHT i 0. ,A' ., i1rl'7? • • • • • • • • �/ � f • • • • �o lEgavOLOGY DRIVE 'ws • • • • • • A 34 ALUMINUM TUBE CLIPPED MULLION • • • • �6•no L Oak PIE • • • o. BOX ,529 ., Sc&. t prory,y No. Ate,; • • • • • • • Ps i • • • FL 34274 MULLS 1 X I 4 a 5 6220 D ( CHART 1. - lx2x.125 't1TY. & TYP. ANCHOR CUP TO OPENING CUP TO MULL CHART 2. - lx4x.125 QTY. $ TYP. ANCHOR CUP TO OPENING CUP TO MULL 42 48 50.625 54 60 63 66 72 76 76 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 (2) A (2) B (1) B 129 83 70 57 41 35 30 20 18 50 (2) A (4) B (3) B 170 170 170 170 170 170 170 142 120 111 88 72 59 41 38 17 60 70 (2) A (2) A (2) B (2) B (1) B (1) B 115 107 73 67 61 55 49 44 35 31 30 27 26 23 20 17 17 15 15 - 60 70 (2) A (2) A (4) B (4) B (3) B (3) B 170 170 170 170 170 170 170 170 170 157 160 141 145 127 120 105 102 90 94 83 r 75 65 60 " 53 50 43 35 30 32 28 (2) A (2) (1) B 104 63 r 52 41 29 24 21 16 80 (2) A (4) B (3) B 170 170 170 170 143 128 115 95 81 74 59 47 38 27 24 (2) A (2) B (1) B 103 61 50 39 27 23 19 90 (2) A (4) B (3) B 170 170 170 162 134 119 106 87 74 68 53 43 35 24 22 100 (2) A (2) B (1) B 103 61 49 26 22 18 100 (2) A (4) B (3) 170 170 170 158 127 112 100 32 110 (2) A (2) B (1) B 103 61 49 38 25 21. 18 110 (2) A (4) B (3) B 170 170 170 157 124 108 96 T7 65 60 46 37 30 20 19 120 (2) A (2) B (1) B 103 61 25 20 17 120 (2) A (4) B (3) B 170 170 170 157 122 106 93 74 63 57 44 35 28 19 17 130 (2) A (2) B (1) B 103 61 38 25 20 17 160 (2) A (2) B (1) B 103 61 49 38 25 20 17 OPENING WIDTH IN INCHES 130 160 (2) A (2) A (4)B (4) B (3) B (3) 170 170 170 170 170 170 157 157 122 122 106 106 92 92 81 69 63 49 39 72 , 61 ; 59 55 '.53 P 42" 4d 33 31 27 .24 98: 'j6 &6: s• 22 20 • • v • v � • • • • • • • • • • Osbert L•aask. • • Structural a • Vertical Mull �Opening� Width Mull Length Horizontal Mull Opening Width 'Leng Length ' Multiple Mul ed Units `Opening Width Mull Length Li NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4 TAPCONS, EMBED. (1 1/41 OR 1/4 SS4 CRETE —FLEX, EMBED. (1 3/41 B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS T IN ES 1070 terneower ORM NONCOMS a $4275 P.O. BOX 1525 NOKOMIS F1 34274 5730/06 58/04 Rerlskew D-NO CMG nLLS Styr Revitioas C-614RXED MATES R •r: Oram P P 48/00 1" STD. WALL, PRESSURE CHARTS 1 & 2 TRW ALUMINUM TUBE CLIPPED MULLION soro/we°e MULLS Scala: - I srwe I Drawing Na NTS 15 a 5 1 6220 Re^. D • •• • • • • • • • • • • • • • •• •• 000 • • • • • • ••• • • • • • ••• • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinscodeonline.cam This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code.• • This product is approved as described herein, and has been designed to comply with tbp Flpftida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. • • • ••••• . DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I, • APPROVAL DOCUMENT: Drawing No. 4140 -20, titled "Alum. Single Hung Windovs,•Ircipact" ;sleet,1 through 11 of 11, dated 9/1/05, with revision dated 1/24/06, prepared by PGT Industries'Sigfied andseare'd by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval st'jf 014th the •ltiofice of Acceptance number and approval date by the Miami -Dade County Product Control lhvi§ion. ' • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or wo. tjty, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise hotel' herei$. ": • 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 consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 05. 1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/1/05, with revision A dated 1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 20.2-94 • • along with marked -up drawings and installation diagram of an Aluminum S.iagte'Aung • Window, Impact, prepared by Fenestration Testing Laboratory, Th ; ort 1�To. :Test R • FTL-4647, dated 08/11/05, signed and sealed by Edmundo Lar a E. • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per TAS P.E. • 2) Large Missile Impact Test per FBC, TAS 201 -94• • • • •••:•• • 3) Cyclic Wind Pressure Loading per FBC, TAS 2( 3-94 • • • • along with marked -up drawings and installation diagram of an Almnwm Sinnleljung Window, Impact, prepared by Fenestration Testing Laboratory, Ir�c. Test Regdit(118. • • FTL -4648, dated 08/10/05, signed and sealed by Edmundo LargapldI, P.E •••• 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Alu '.: Single Hung E -1 % !'aztAiu Product P P.E. Product Contro ' er NOA No 0 - 1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 6. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Yl7L -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 8. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report Vo.1 TL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P .E. . . • • • C. CALCULATIONS "" • 1. Anchor Calculations and structural analysis, complying with FBC4 , prepared by PGT Engineering, dated 10/12/05, signed and sealed by Robert I,.•Ct r c, ; • P.E. • • Complies with ASTM E1300 -98/02 •••• • • • E -2 uel Pe .E. Product Control er NOA No 05- 1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 •••i•• • • • • • • • • • •••• D. QUALITY ASSURANCE • • • • 1. Miami Dade Building Code Compliance Office • (BCCO). • • • • • • • • E. MATERIAL CERTIFICATIONS • • • • • 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for `Ik`BBnt • • Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their " Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Letter from the consultant, dated December 15, 2005, stating that the odui t is in compliance with the Florida Building Code (FBC). Rovad Read Br F.K Bmv, By. FJC GENERAL NOTES: IMPACT SINGLE HUNG WINDOW 1. GLAZING OP11ONS: (SEE DETAILS ON SHEET 2) A. 5118° LAMI CONSISTING OF (2) LITES OF 118° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER B. 518° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 718° LAMI CONSISTING OF (1) UTE OF 3/16* ANNEALED GLASS AND (1) UTE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16° LAM 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI IG: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) UTE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16* LAMI 10: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16° LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716° LAMI CONSISTING OF (1) UTE OF 3/16 ANNEALED GLASS AND (1) UTE OF 3/16 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/18' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX° (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL 4 845, FTL -4646, FTL -4647, FTL-4648, FTL- 4649, FTI. -4850, FTL -4851 AND FTL -4723. Q 8. SERIES/MODEL DESIGNATION SH700, ALSO REFER R O IOTA• SI i • :.: • • • • •• ••• •• • • • • •• ADD FTL -4723 TO NOTE 7 10/10/05 • e•• Be01Br Oats Beb: 1/24/08 9/1/05 Beieba A mrewmer J.J. • • • • • • • • • • • 4 . • • • • ••• • ••• • • • • • •• • •• • •• • •• 7070050 1. j�oKKddMMi9 1 y3�76 • P.O. Box an NOK0698. FL 34274 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • Vtstbly Better Bmtdma GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT SH700 NTS 1 - 11 cmmana 4040-20 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HOR2. SECTIONS ....... 5 PARTS UST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 -1.57.7,11,1m 0 0 0 0 Mi l= MI Reader Dubs Reflefonx • • • • • • •• . • • •• • • • GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Crab) weer AK OremBr FJ( aft 1,24/06 Oats 9/9/05 A Checked* J.J. 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5116° NOM. 5/16" LAMINATED GLASS NO CHANGE THIS SHEET am° 10/10/05 1/2° NOM. GLASS BITE 1/2° NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER �— 118' ANNEALSC1ORIFFAT SiTRIINGTMENES GL.1SS • • 5/16° LAMINATED • • • • • • • • AIR SPACE • • • • •• • • • • ••• • 1/8° HEAT STRBNOTHENEDGLASSI • • • • 13/16' NOM, • ••• •• • • • •• 13/16" LAMI IG GLASS W/ 5/16" LAMI • ••• • ••• • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • •.• • • • • • • 1070 TE`HN ORM • • I OKOMIB•FL X270 • • T P.O. BO% ?928 • NOKO608 FL 34274 Vuib& $ems ••• • • • • • • • • • s • • • • •• •• 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16" LAMINATED GLASS •• 3/16° ANNEALED OR HEAT STRENGTHENED GLASS — .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED AIR SPACE 1/8° HEAT STRENGTHENED GLASS 13/18° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI SH700 Full 2 a 11 4040 -20 EXTERIOR INTERIOR (ALL SECTIONS) Approved as complying with the W 9 NOAEo 119(, I Mead Pasitlet / :/77‘4 Robert L Clerk, P.E. PE $39712 Structural GLASS TYPES: TEST REPORTS TABLE 4. A 5/16° LAMI - (1/8" ANNEALED ,.090,1 /8" ANNEALED) FTL -4647, 4848, 4723 A B. 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) FTL- 4847, 4848 63" C. 5/16" LAMI - (18° HEAT STRENGTHENED,.090,18" HEAT STRENGTHENED) FTL- 4647, 4648 A,B,G,H D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16° ANNEALED) FTL -4645 +80.0 E. 7/18" LAMI - (3/18" ANNEALED,.090, 3/16" HEAT STRENGTHENED) FTL -4845 -80.0 F. 7/18" LAMI - (3/16° HEAT STRENGTHENED,.090, 3/18" HEAT STRENGTHENED) FTL -4645 +80.0 G. 13/16" LAMI IG -18" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1/8" ANNEALED) FTL- 4648, 4651, 4723 /a. H. 13/18" LAMI IG -18° HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI- (1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) FTL- 4848, 4851 +80.0 I. 13/18" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) FTL- 4846, 4851 -80.0 .1. 13/18" LAMI 10 - 1/8" HEAT STRENGTHENED, AIR SPRUE,1/16•L ARLI -g3/1 ' 4NtA$0,.2 0!3116" ANNEALED) FTL-4649, 4650 +68.1 K 13/18" LAMI IG - 1/8" HEAT STRENGTHENED, AIR $FACE, 7/14LA1 3P($" ANNMeD,Q90, 3/16" HEAT STRENGTHENED) FTL-4649, 4850 A,B,G,H L 13/18" LAMI IG -18" HEAT STRENGTHENED, AIR SPACE, 7 /A3•LAgll - In " I ntENt11T 3/16" HEAT STRENGTHENED) FTL-4849, 4850 +80.0 1/1 WINDOWS WITH HIGH GLASS TYPE SILL OPTION TABLE 1. WINDOW HEIGHT WIDTH 44" 60 6/8" 69112" 63" 78" 28" A,B,G,H +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 32" A,B,G,H +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +68.1 -88.1 37" A,B,G,H +80.0 -80.0 +80.0 -80.0 +74.4 -74.4 +89.8 -69.6 +57.2 -57.2 40" A,B,G,H +80.0 -80.0 +80.0 - 80.0 +68.0 - 68.0 +63.3 - 63.3 +64.0 -64.0 44" A,B,G,H +80.0 -80.0 +75.8 - 75.8 +80.5 -60.5 +57.4 -57.4 +58.6 -58.6 48" A,B,G,H +80.0 -80.0 +68.6 -68.6 +56.5 -56.5 +53.0 - 53.0 +53.5 -53.5 6318" A,B,G,H +80.0 - 80.0 +63.4 -83.4 +52.0 -52.0 +47.9 -47.9 +48.3 -48.3 UP TO 5318" C,D,E,F,I,J,K,L ALL HEIGHTS TO 78" HIGH +80.0 -80.0 CUSTOM VIEW AND RADIUS GLASS TYPE TOP WINDOWS WITH HIGH SILL OPTION TABLE 3. WINDOW HEIGHT WIDTH 60 58" 60" 83" 78" 40" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 44" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +69.4 -69.4 48" D,E,J,K +70.0 -70.0 +70.0 - 70.0 +89.6 - 69.8 +832 -832 6318" D,E,J,K +70.0 - 70.0 +67.2 -67.2 +62.9 -62.9 +57.2 -57.2 UP TO 5318" F,L ALL HEIGHTS TO 78" HIGH +70.0 -70.0 STANDARD VIEW AND RADIUS GLASS TYPE TOP WINDOWS WITH HIGH SILL OPTION TABLE 2. WINDOW HEIGHT OVER SASH HEIGHT 28 3/4" 38 3/8" 44" 60 8/8" 83" 72" 74" 76" WIDTH 1215/18" 183/8" 18 6/8" 21 6116" 281/4" 2913116" 3058" 31 7/16" 28" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 32" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +87.8 - 67.8 +58.1 - 58.1 +58.8 56.6 +55.2 -55.2 3r A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +58.0 - 58.0 +51.3 - 51.3 +50.0 - 50.0 +48.6 -48.8 40" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +87.6 -67.6 +54.2 -54.2 +57.7 -57.7 +56.1 - 56.1 +54.7 -54.7 44" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +602 -60.2 +49.6 - 49.8 +53.7 -53.7 +52.9 -52.9 +51.7 -51.7 48" A,B,G,H +70.0 -70.0 +70.0 -70.0 -66.3 -68.3 +56.3 -56.3 +45.1 -45.1 +49.5 -49.5 +48.8 -48.6 +47.8 -47.8 5318" A,B,G,H +70.0 -70.0 +70.0 -70.0 +81.4 - 81.4 +51.8 -51.8 +40.8 -40.8 +44.8 -44.8 +43.8 - 43.8 +42.9 -42.9 UP TO 5318" C,D,E,F,I,J,KL ALL HEIGHTS TO 78" HIGH +70.0 -70.0 MEETING RAIL "0" MEETING RAIL " -+ •• ••• •• • • • •• NOTE: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. • ••• MEETING RAIL Rand &A Revs I BF n a ey. F.K. max 1/24/08 Fleflabaz getVerre A Dwane,- D 0 amcefeX Gar F.IC 9/1/05 J.J. 10/10/05 • • • • • • • •- • • • • • • • • • •• ADO FTL -4723 TO GLASS TYPESA•IND G. • • 0-0 •• • • • 10tOTEGHNOLEGY%RIVE i KO1f119, 34178 • • P.O. BOX 152 N OKOMIS, FL 34274 1=P,idsr ULsib, Better DES IGN PRESSURES ,mr ALUM. SINGLE HUNG WINDOW IMPACT 81-1700 s� , Robert L Clark P.E NTS 3 m 11 �� 4040 - 20 A PE d38712 Structural • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 12" 34 3/16" 8 41 5/8" 41 1 /4° C 41 1/4" 40 7/6' 13 52 5/8" 52 11/16" E 52 1/4" 52 5/16° SASH LOW HIGH DETAIL SILL SILL A 34 12" 34 3/16" B 27 7/16" 271/8" C 27 7/16" 27 1/8" 13 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. SEE DLO TABLE SEE DLO TABLE wm ey mac Rowdily: Raaaeyn F.K. Drawn y. F.K r SEE DLO TABLE SEE DLO TABLE L 531/8" MAX WIDTH (ALL) [1 ' 49 5/8" MAX. FIXED DLO (ALL) I 0 X <; O X Date: B DETAIL D VIEW (CUSTOM SASH 481/4' MAX. VENT DLO (ALL) DETAIL A 6 Darr 1/24/06 bats 9/1/05 Moister A may" J.J. 38 7116" MAX SASH HEIGHT 20' SASH HEIGHT 76" MAX HEIGHT 76" MAX HEIGHT SEE DLO TABLE SEE f DLO TABLE DETAIL B VIEW (STANDARD SASH) E+1 DETAIL E RADIUS TOPJUSTOM SASH) •• ••• • • • • • •• • NOTES: • • • 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SEC SON WAILS. • • • • • • • 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE 2, SHEET 3 FOR STANDARD SASH HEIGHTS. HT • ••• • •• Cbaelogar • • • • • • • • ELEVATIONS • • • • • 1DTOTECrwdoaio • • • • • • • NOKSrA3 • NO CHANGE THIS SHEET • • • • • P.O. BOX 128 p NOKOMIe, FL 34274 Visibly Better 10/10/05 Sandvoeae SH700 NTS 4 a 11 DETAIL C RADIUS TOP (STANDARD SASH) IDx ALUM. SINGLE HUNG WINDOW, IMPACT w 4040-20 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • •a • • • • • • • • • • • •• • • • • • • ••• • • O 76° HEI( SEE NO 1 4 SEE DLO TABLE SEE DLO TABLE wm ey mac Rowdily: Raaaeyn F.K. Drawn y. F.K r SEE DLO TABLE SEE DLO TABLE L 531/8" MAX WIDTH (ALL) [1 ' 49 5/8" MAX. FIXED DLO (ALL) I 0 X <; O X Date: B DETAIL D VIEW (CUSTOM SASH 481/4' MAX. VENT DLO (ALL) DETAIL A 6 Darr 1/24/06 bats 9/1/05 Moister A may" J.J. 38 7116" MAX SASH HEIGHT 20' SASH HEIGHT 76" MAX HEIGHT 76" MAX HEIGHT SEE DLO TABLE SEE f DLO TABLE DETAIL B VIEW (STANDARD SASH) E+1 DETAIL E RADIUS TOPJUSTOM SASH) •• ••• • • • • • •• • NOTES: • • • 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SEC SON WAILS. • • • • • • • 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE 2, SHEET 3 FOR STANDARD SASH HEIGHTS. HT • ••• • •• Cbaelogar • • • • • • • • ELEVATIONS • • • • • 1DTOTECrwdoaio • • • • • • • NOKSrA3 • NO CHANGE THIS SHEET • • • • • P.O. BOX 128 p NOKOMIe, FL 34274 Visibly Better 10/10/05 Sandvoeae SH700 NTS 4 a 11 DETAIL C RADIUS TOP (STANDARD SASH) IDx ALUM. SINGLE HUNG WINDOW, IMPACT w 4040-20 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • •a • • • • • • • • • • • •• • • • • • • ••• • • MAX HEIGHT Reseal Or Oats Royal fix Rena /4: FJC Owen* F.K MAX FIXED LITE DAYLIGHT OPENING OUTSIDE MAX VENT DAYLIGHT OPENING /24105 9/1/05 Rertalcar marwars seasons A defines J.J. 1-2.784 7,8 OR 17 SECTION B-B (LOW SILL SHOWN) INSIDE 2.330° (LOW SILL) (SEE • i i i ••• • I.LWRALIFi • • • • ONLY • ••• IP IP , 0 • • • • • • • • • •• NO CHANGE THIS SHEET • ask 10/10/05 9810) BALANCE PARTS USED ON SASHS <40 LBS • INSIDE ALTERNATE HIGH SILL • ••• • ••• • • • • • • • • • • • • •O0 • • • 1070 T LOQ( DMA • • •NOKOMI• FL•1278 • • • • P.O. 89X 1820 • NOKOMIS. FL 34274 Vsib& Better (SEE NOTE) MAX. VENT DAYLIGHT OPENING • (SEE NOTE) MAX. FIXED LITE DAYLIGHT OPENING MAX WIDTH NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED B° FROM EACH SIDE OF VENT. t I , 0 "�- II `i rrl� • � � • • • • ULTRALIFT ONLY 2.948• (HIGH SILL) SECTION A A OUTSIDE SECTION C-C RADIUS TOP (HEAD DETAIL) SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT Ser0.41o. SH700 Half 5 d 11 4040 -20 BALANCE PARTS USED ON SASHS >40 LBS 14& 1) Raw A 2.710• • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG.# DESCRIPTION PGT# • 63 505 GLAZING CHANNEL (.688 X .500) POT# 1 4002A FLANGE FRAME HEAD 708X1 67 GLAZING TAPE, 1/16 X 1/2 - 7/18 LAMI 612225 2 1155 #8 X 1.000 QUAD PN. SMS 84051 69 4050A FLANGE FRAME SILL (HIGH SILL) 781PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 80 A. GLASS, 5/16" LAMI, (1/8 "A,.090 PVB,1/8 "A) 81 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD D. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) 84 E. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1/8"HS) 85 7PAD1626 6 4004 FLANGE FRAME JAMB H. GLASS, 13/16" LAMI IG; 1/8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1 /8"HS) 88 L GLASS, 13/16° LAMI IG; 1 /8 "HS, AIR SPACE, 5/16" LAM!, (1/8"HS,.090 PVB,1 /8 "HS) 89 612227 7 4025 SASH STOP (ALUMA -TILT) L. GLASS, 1316" LAMI IG; 1/8"HS, AIR SPACE, 7/16" LAM!, (3/18"HS,.090 PVB,3/18 "HS) 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 812244 9 4029 CALDWELL ALUMA -TILT BALANCE, 5/8" 10 1080 BAL. COVER, RIGID VINYL, 5/8" 6BALCVR916 11 #8 X .750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085 SASH TOP GUIDE, 5/8" BAL 42504 14 4029 -1 CALDWELL ULTRA -LIFT BALANCE, .670" 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1FPAX 16 1080 -1 .670 ULTRA -LIFT BALANCE COVER 8BALCVR670 17 4053 SASH STOP COVER (ULTRA -LIFT) 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 58-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 20 1086 SASH TOP GUIDE, 11/16° BAL 42505R & L 21 4054A FIXED MEETING RAIL 64054A 23 40060 SASH TOP RAIL 64006 25 1235 WSTP.,.170 X .270 BACK FIN SEAL 67S16G 28 1098 SWEEP LATCH 71096 27 1016 #8 X .625 PH. FL SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3/32" X 25/64" X 1" 71622K 36 1052 LAMI IG SETTING BLOCK 1" X 3/4" X 1 /16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 8TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 640398 42 40448 GLAZING BEAD, 5/16 LAMI W /GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16° LAMI 84222 45 985C GLAZING BEAD, 7/16" LAMI W /GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY W/RINGS • • • • • • • • • • W$830 57 1631 SCREEN CORNER KEY W /OUT I;INGS • • • • • • i : 71631 58 1073 SCREEN SPRING • • • • }GASP • •(1624K 59 1624 SCREEN SPLINE -.135 DIA. FOAM, • • • • • • • • • 60 1635 SCREEN SPLINE - .135 DIA HARD 61635K 61 SCREEN CLOTH 61816 ITEM DWG.# DESCRIPTION PGT# • 63 505 GLAZING CHANNEL (.688 X .500) 6533402 84 1161 #8 X 1.000 PH. BUGLE TEK 708X1 67 GLAZING TAPE, 1/16 X 1/2 - 7/18 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A. GLASS, 5/16" LAMI, (1/8 "A,.090 PVB,1/8 "A) 81 B. GLASS, 5/16" LAMI, (1/8 "A,.090 PVB,1 /8 "HS) 82 C. GLASS, 5/16" LAMI, (1/8"HS,.090 PVB,1 /8 "HS) 83 D. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) 84 E. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1/8"HS) 85 F. GLASS, 7/16° LAMI, (1 /8 "HS,.090 PVB,1/8 "HS) 86 G. GLASS, 13/16" LAMI IG; 1/8 "HS, AIR SPACE, 5/16" LAM!, (1/8 "A,.090 PVB,1 /8 "A) 87 H. GLASS, 13/16" LAMI IG; 1/8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1 /8"HS) 88 L GLASS, 13/16° LAMI IG; 1 /8 "HS, AIR SPACE, 5/16" LAM!, (1/8"HS,.090 PVB,1 /8 "HS) 89 J. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/16" LAMI, (3/16"A,.090 PVB,3/16"A) 90 K. GLASS, 13/18" LAMI 113; 1/8 "HS, AIR SPACE, 7/16" LAMI, (3/16"A,.090 PVB,3/16"HS) 91 L. GLASS, 1316" LAMI IG; 1/8"HS, AIR SPACE, 7/16" LAM!, (3/18"HS,.090 PVB,3/18 "HS) • • • ••• • •• nermer aeraaer sr F.K. ree.er F.K Oafs 9/1105 omc ate 124108 Review= NO CHANGE THIS SHEET • • • • • • •. • • Iterlalarg Revisiare A dB): J.J. • • • • • • • • 19/10/05 • • •. • • • • • • 1070 T�CLOY oRl • • NO MI FL 478 • � • • p 4 P.O. BQ)•1529 • NOKOMIS, FL 34274 Visibly Better PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT SH700 NTS Mast 6 m 11 4040 -20 A Robert L Gunk, P.E. PE •39712 Structure) /7 6 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •S •• 000 • • • 4100 • • O FLANGE FRAME JAMB #4004.6083 -T5 (USED AS RADIUS TOP HEAD) Ro e 1.363 O FLANGE FRAME HEAD #4002A, 6063-T6 .082 3.448 F.K. Mix Dais 124/08 TPaner UaK F.K 9/1/05 .062 2.710 FIXED MEETING RAIL #4054A. 6063H8-T6 .062 2.784 2.946 0 FLANGE FRAME SILL (HIGH) #4050A, 6063-76 Rentalwee Rentdrax A Omit ad9y. J.J. NO CHANGE TN18 SHEET 10/10/05 O FLANGE FRAME SILL (LOW) #4003C, 6063-76 -`� 1� O SASH STOP #4025, 6063-T5 h 2279 2 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4006C,6063HS -T6 #4007, 6063-T5 r 2.326--.1 17 SASH STOP COVER #4053, 6063 -T5 • • •• • • • • • • • • — • • • • 2.638 •I• •• • •• ••• •• • • • •• 68 SASH BOTTOM RAIL (HIGH) #4051A,6083 -T5 • ••• • ••• • ••• ■ • • • • • • • • • • • • • • • • ••• • • • • • • • • 9 • • • • •• •• ••• • • • • •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • • •• • • 1. 0.738 g l 040 04 9 1070 TOIHN•.O® ORNa 414OKOMISOFL 3275 • • • • _ P.O. BOX 1929 NOKOMIS. FL 34274 Visibly Better VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION —1 1.165 31 SASH SIDE RAIL #4008, 6063-T5 .678 1.096 1'—►I O GLAZING BEAD 7/16° #4222, 6063-T5 .050 .678 1.115 1 .1 45 GLAZING BEAD, 7/16" #985C, 6083-T5 (USED W/ GRILL KIT) EXTRUS IONS & FRAME CORNER DETAIL smamr SH700 SEALANT OR GASKET AT HEAD AND SILL 1.349 1.096_ GLAZING BEAD, 5/16" 41 #4039B, 6083 -T5 L 050 I 1.087 ALUM. SINGLE HUNG WINDOW, IMPACT Says Half .050 7 d 11 .050 1.088 GLAZING BEAD, 5/16" #40448,8063 -T5 (USED W/ GRILL KIT) GLAZING BEAD, 13/16" IG #4067, 6083-T5 mow. 4040 -20 SEALANT ALONG ENTIRE JOINT .678 WELD ALONG SCREW BOSS (2) ANCHORAGE FOR 111 WINDOWS SUBSTRATE: ANCHOR TYPES: WINDOW WIDTH 19 118" 24" 32" 37" 40" 44" 48" 53118" GLASS TYPE ALL TYPES ALL TYPES C,D,E,F,I,J,KL A,B,G,H C,D,E,F,I,J,K,L A ,B,G,H C,D,E,F,I,J,KL A,B,G,H C,D,E,F,I,J,KL A,B,G,H C,D,E,F,I,J,KL A,B,G,H C,D,E,F,I,J,KL A,B,G,H WINDOW HEIGHT 26" O 1 1 111 1 112 1 112 112 1 112 2 112 2 112 2 112 2 112 2 212 2 212 2 213 2 213 N ❑ O 111 111 1 112 112 1 112 1 112 2 112 2 112 112 2 112 2 112 2 112 2 112 2 112 N U Z 0 111 111 1 1 11 11 111 1 111 2 112 2 112 2 112 2 112 2 112 2 112 2 112 2 112_ 38 318" O 1 112 1 112 1 212 1 212 2 213 2 213 2 213 2 213 2 213 2 213 2 213 2 213 2 213 2 213 N ❑ O 1 1 112 112 1 112 1 212 1 212 2 213 2 213 2 213 2 213 2 213 2 213 2 213 2 213 N U Z U 1 1 1 111 1 112 1 112 1 112 1 112 2 112 2 112 2 212 2 212 2 2 1 2 212 2 213 2 213 44" O 1 1 2 1 212 1 212 1 212 2 213 213 213 2 213 2 213 2 213 2 213 2 213 2 314 2 314 N ❑ O 1 1 2 1 112 1 212 1 212 2 213 2 213 2 213 2 213 2 213 2 213 2 213 2 213 2 214 2 214 U Z U 1 111 1 1 2 1 2 1 1 2 1 2 2 1 2 2 2 2 2 2 212 2 212 2 212 2 213 2 213 2 213 2 213 60 618" 0 O 1 2 2 1 212 1 213 1 213 2 213 2 213 2 213 2 213 2 314 2 313 2 314 213 3 314 2 214 N O 1 1 2 1 212 1 213 1 213 213 2 213 2 213 2 213 2 213 2 213 2 214 2 213 2 214 2 213 N U Z 0 1 1 1 1 112 212 1 212 1 212 1 212 2 212 2 212 2 213 2 213 2 213 2 213 2 213 2 213 69112 ", 63" m ❑ O 1 2 2 1 213 2 313 2 313 2 314 2 313 2 314 2 313 2 31 4 2 313 3 415 2 313 3 415 2 213 N O 2 2 212 1 213 1 213 2 214 213 2 314 2 213 2 314 2 213 2 314 213 3 315 2 213 N U 2 0 1 2 2 212 1 212 1 212 213 212 2 213 2 212 2 213 2 212 2 313 2 212 2 31 2 212 72", 74 °, 76" ❑ O 3 3 1 313 2 314 1 313 2 414 313 2 415 2 314 2 415 2 314 3 418 2 314 3 516 2 314 TABLE 6. N ❑ 0 2 21 3 2 31 4 2 2 31 5 31 4 3 2 3 2 21 4 0 31 3 2 2 2 2 2 2 2 2 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD - 18 1/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 17 1/2" FROM TOP CORNERS JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6' BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1/8° HEAT STRENGTHENED) F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/18" HEAT STRENGTHENED) H. 13/16" LAMI 10 - 1/8" HEAT STRENGTHENED, AlF:SPACE, 507%1 - /8,141..4.090,1/8" HEAT STRENGTHENED) I. 13/16" LAMI - 1/8° HEAT STRENGTHENED, AIR SPACE, WirleAMT- ( 8"el ToSoTREALIGTHENED,.090,1/8" HEAT STRENGTHENED) J. 13t16" LAMI IG - 1/8" HEAT STRENGTHENED, AlR 7/!6" (t/16•AIINEAL. E10 3/18" ANNEALED) K 13116" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE; //i6" LAIR - (356° Als1N181910,.090, 3116° HEAT STRENGTHENED) L 13/16" LAMI 10 - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) ANCHORAGE NOTES: 1. ANCHOR TYPES: 3 -#12 SCREWS 2. INSTALL 1/1 WINDOWS IN MIAMI-DADE COUNTY PER TABLE 6. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI-DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4° TAPCONS, 1/4" SS4 CRETE-FLEX, OR #12 SCREWS AT THE ANCHOR QUANTMES SPECIFIED IN TABLE 6 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTAI FD IN CONCRETE. 4. ANCHOR QUANTITY KEY: JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 Rend fly Rena By: Render er Deft rate Vallx Rorroax Revlsdas A ChavRedSr J.J. NOKOMIS, 0L 34274 14..1* Bener NO CHANGE THIS SHEET Date 10/10/05 I ANCHORAGE SPACING, 1/1 WINDOWS rels ALUM. SINGLE HUNG WINDOW, IMPACT NTS 8 11 4040-20 Raw A Robert L. Clark, PE. PE 039712 Structural • • • ANCHORAGE FOR STANDARD VIEW AND RADIUS TOP WINDOWS SUBSTRATE: WINDOW HEIGHT TABLE 7. A,B,G,H 2 1 111 C,D,E,F,I,J,K,L 2 111 A,B,G,H 1 1 212 111 C,D,E,F,I,J,K,L 2 2 112 2 1 212 212 1 212 111 1 211 1 211 32" C,D,E,F,I,J,K,L ANCHOR TYPES WINDOW WIDTH GLASS TYPE 191/8" ALL TYPES 24" 37° 40" 44° 48" 53118" C,D,E,F,I,J,K,L A,B,G,H A ,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H 293/4" 383/8" 44" c• O N 3 .- O N 0 O U 0 O cv 3 0 0 N z 0 to O 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 111 111 211 111 111 2 2 1 1 111 111 211 111 111 2 2 2 1 111 111 212 212 111 2 2 212 211 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 111 212 1 2 111 212 1 2 111 212 212 2 2 2 2 11 212 212 212 212 2 2 2 2 2 212 112 111 212 212 212 212 2 2 2 2 2 2 2 212 212 111 212 212 212 312 2 2 2 2 2 2 2 212 212 111 212 212 212 3[2 2 2 2 2 2 2 2 212 212 111 212 212 212 312 2 2 2 2 2 2 2 212 212 111 212 212 212 312 2 2 2 2 2 2 2 212 212 212 312 212 212 313 2 2 2 2 2 2 2 212 212 212 312 212 212 312 N O 2F2 212 0 z 0 1 1 1 1 2 12 111 212 111 212 211 2 212 212 2 212 212 2 2 212 212 2 2 212 212 2 2 2[2 212 2 2 212 212 2 2 2 2 212 212 2 2 213 212 2 2 2 12 212 505/8" O 2 1 21 212 1 212 21 2 312 2 31 2 2 312 2 312 2 313 2 312 313 2 312 3 313 2 3 ❑ O 211 2 2 212 2 1 2 212 2 212 2 212 212 2 212 2 212 2 212 2 313 2 212 313 2 212 N 0 z 0 1 1 2 1 2 1 2 2 2 2 •2 2 2 2 2 2 2 2 212 2 212 212 2 212 2 212 2 212 2 212 63" of ❑ 2 2 312 312 312 312 2 313 2 312 2 413 2 312 2 413 2 312 2 413 2 312 3 414 2 312 N ❑ O 212 212 212 312 3 12 2 313 212 2 313 2 212 2 313 2 212 2 313 2 212 3 313 2 212 N 0 0 0 2 1 212 212 212 1 212 312 212 2 312 2 212 312 2 212 312 2 212 2 313 2 212 72, 74,76" 07 ❑ O 3 2 312 412 413 312 2 41 312 2 413 2 413 2 514 2 413 3 514 2 413 3 514 2 313 ❑ O 2 2 3)2 312 313 1 312 2 313 312 2 413 2 313 2 413 2 313 2 414 2 313 3 414 2 313 N IU z 0 U 2 1 212 312 312 212 31 212 2 312 2 312 2 313 2 312 2 413 2 312 2 413 2 312 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD -1812" FROM CORNERS JAMBS ABOVE MEETING RAIL -1712" FROM TOP CORNERS AND 2512" O.C. JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A.5/16" LAMI - (1/8" ANNEALED,.090,1 /8 " ANNEALED) B. 5/16" LAMI - (1/8"ANNEALED,.090,1/8" HEAT STRENGTHENED) C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8° HEAT STRENGTHENED) D.7/16" LAMI - (3/16° ANNEALED,.090, 3/16" ANNEALED) E 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F.7/16° LAMI - (3/16" HEAT STRENGTHENED,.090, 1%'•HEAt N H ) • • • • • G. 13/16° LAMI IG -1 /8" HEAT STRENGTHENED, AIRSPACE, 5/ 6' (g18" NIlEA4ELi.090,1/8" ANNEALED) H. 13/16" LAMI IG -1/8° HEAT STRENGTHENED, AIR SPACE, 9116" LAMP- (1 HEAT STRENGTHENED) I. 13/16° LAMI IG - 1 /8" HEAT STRENGTHENED, AIR Lk1c- (1;11E4 SSRF ?HENED,.090,1 /8" HEAT STRENGTHENED) J. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - ( 3116" ANNEALED,.090, 3/16" ANNEALED) K.13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI - (3116" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16° LAMI - (316" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) • ••• • ••• • ••• ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4° ELCO TAPCONS 2-1/4° ELCO 5S4 CRETE -FLEX 3 -812 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 7. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE. USE 1/4" TAPCONS, 1/4' SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 213 &rad Br Rota Mac Das er F.K ommey. F.K. Dols 1/24/06 Mar 7/29/05 ReviSiOnlo Revisions A amarm:,ey J.J. NO CHANGE THIS SHEET 00te 10/10/05 • • • • • • • • • • • I • • • • • a • • ••• • • • • • t 275 • • • • • P.O.1304 • NOKOMIS, FL 34274 Vial* Better Donsobar ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Safrothisdot SH700 NTS 9 .0 11 On000 4040 -20 Raw A / Robert L Clark P.E. PE /.9712 Strudwal w •• • • • 0 • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ANCHORAGE FOR CUSTOM VIEW AND RADIUS TOP WINDOWS TABLE 8. SUBSTRATE: WINDOW HEIGHT ANCHOR TYPES WINDOW WIDTH 19 118" 24" 32" 3r 40" 44° 48" 63 1/8" GLASS TYPE 13, E, F, J, K L D, E, F, J, K L D , E, F, J,K,L D, E, F, .1, K L 13, E, F, J, L D , E, F, J, I J, K L F, L D, E, J, K F, L D, E, J, K 29 3/4" 38 3/8" 44" m 1 1 112 112 112 2 112 2 113 2 113 2 112 2 113 2 113 N O 1 1 1 2 1 2 1 2 2 1 2 2 1 2 2 113 2 113 2 113 2 112 212 N Z U m 0 1 1 1 1 1 1 1 1 111 112 1 1 112 1 1 1 2 2 112 212 2 2 112 213 2 2 112 112 2 112 213 2 2 113 112 213 N O 1 1 112 112 112 2 112 2 212 2 213 2 2 112 213 2 213 2 213 2 213 04 1 1 1 1 111 1 1 1 212 112 212 1 2 112 212 2 2 112 212 2 2 112 213 2 3 112 2 112 2 212 2 212 U Z 0 O 213 3 212 3 213 3 213 N O 1 1 112 212 2 212 2 212 2 212 2 2 213 3 213 3 213 U z U 1 1 1 2 1 2 2 2 2 2 2 2 2 3 2 2 2 212 2 212 2 212 50 6/8" ❑ O 2 1 212 212 2 312 2 312 2 313 3 313 3 212 3 313 3 313 N 0 3 2 1 212 212 2 212 2 212 2 212 2 213 2 213 3 213 3 213 0 U 1 1 211 212 212 2 212 2 212 2 212 2 212 2 212 2 212 60 ", 63" rn O 2 1 312 412 2 412 2 412 2 413 3 513 3 312 3 513 3 413 0 2 1 212 312 2 312 2 312 2 412 2 413 2 413 3 413 3 413 C4 U z U 2 1 211 312 312 2 312 2 312 2 312 2 312 2 312 2 312 72 ", 74 ", 76" M 311 412 512 2 512 2 612 2 613 3 613 2 412 3 713 3 613 N 0 3 1 312 412 2 412 2 412 2 5 F2 2 513 2 512 3 513 2 412 O z O U 2 1 311 312 412 2 412 2 412 2 412 2 412 2 512 2 412 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD -18 1/2" FROM CORNERS JAMBS ABOVE MEETING RAIL -1712" FROM TOP CORNERS AND 25 1/2" O.C. JAMBS BELOW MEETING RAIL - 6" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS TYPES: D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) E. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7(16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/18" HEAT STRENGTHENED) J. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) K 13/16° LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L 13/16" LAMI 1G - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/18" HEAT STRENGTHENED) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4° TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTAI l Fn IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL —� JAMB BELOW MTG. RAIL 2 213 Approved as opiybag wI b ilia Bata ' /! Mad Data 1 Road Sr a F.K. (*real Br Dram ee F.K ems Debx 1/24/05 7/29/05 Rarisbas A C"dmAar J.J. • ••• • ••• • . • S • • • • • • • • • • • • • • • • 1070leCHNII0LOSY DRISIk • • • • • • • . NOKOMIl, RE42JB • • • • • P.O. BOX 1828 NOKOMIB, FL 34274 Visibly Better NO CHANGE THIS SHEET 10/10/05 WI IN VI ANCHORAGE SPACING, CUSTOM VIEW Ma ALUM. SINGLE HUNG WINDOW, IMPACT SH700 saga NTS suet 10 w 11 4040 -20 Rag A Robert L Clark P.E. PE #39712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPTIONAL 1x WOOD BUCK (SEE NOTE 3) (CONCRETE) 1/4° MAX 1 114 SHIM 1 h1 MIN. DETAIL C DETAIL A CONCRETE ANCHOR (SEE NOTE 1) 1 1/4° MIN. MAX 1/4 MAX SHIM SHIM J TYPICAL HEAD ANCHORAGE a EXTERIOR INTERIOR E> (BOTH HEAD DETAILS) CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1) • " (CONCRETE OR CONCRETE BLOCK) 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) 2x WOOD BUCK WOOD ANCHOR (SEE NOTE 3) (SEE NOTE 2) (WOOD) DETAIL B 1/4° MAX {� 1 1/2° SHIM I MIN. 2x WOOD BUCK (SEE NOTE 3) DETAIL D • • NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR U4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2112°. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" TAPCONS OR 114° SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. 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 AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 118° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. Q 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) (WOOD) sex B ey xesdea F.K. Debit Dater Oats 124/06 Reaves xertaw'z Redstart A omn9R• MOW cNnd®d F.IC 9/1/05 J.J. TYPICAL JAMB ANCHORAGE •• ••• • • • • • •• • • • • INTERIOR • • • (BOTH JAMB DETAILS) • • • • • • • • • • • • EXTERIOR G � • ••• • ••• • ••• • • • • • • • • • • • • Deseetttere • ANCHORAGE DETAILS Z� 1•7 0 7EaMOLO•YpRI� • r P 0. s, 3VP7B • • • • ALUM. SINGLE HUNG WINDOW, IMPACT _ P.O. Bono _ Robert L. Clark, P.E. NOKOMIS FL 34274 visibly Better . et Half 11 m 11 4040 - A P #397112 • • • • ADD NOTE 6 RE FLAT NERD ANCHORS. 10/10/05 ••• • • • • ••• • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • •• • • • •• • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FI. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve' the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that thiCprpaGt 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 luilding Na4 including High Velocity Hurricane Zone of the Florida Building Code. • • DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMT •••• • • • • • APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, ImlatEt"', sheets 1 t$?ough • • 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4 - '(7,:signed Fp • • sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewat gala with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Diyisidn. • MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: • • • •• • • • • 1. Max DLO = Width- 3.75 ". and /op—Height-3.75". The Annealed glass to be on exterior side of lam rfatd. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI -DADE COUNTY APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buildinecode • • • • • • NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 .• • • • • r • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 - titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Cl1an, P.E. • • ▪ • • • • • • C. CALCULATIONS •••• 1. Anchor verification, comparative and structural analysis dated 04/13/200 prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME- 1300 -02/04 F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 • ▪ • • • • .... • •• • • .. •• . •• • • • •• • D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). • • • •..,.. • • • • - . F. MATERIAL CERTIFICATIONS • • • • 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG bleaz+or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports k5 c \ . Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 • • • • • • • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16° AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16° AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, Fit-3835 & FTL -3850 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -200 LUMINUM DESIGN MANUAL 4- ,shall 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). EPA Dec FJC 4/4107 a"eae�c FJC moo* FJC Data 12/18/09 7/14103 • •• ••• • • • • • •• • • • • • • •• ••• •• • • • •, • ••• • • • • • • ••• cua NOTE2 TO REF ASTM E 1300-02 AND REV/SEANCIOIRA*E 1 01EC•VOLOt1SRR• 8 NOTE3. ADD REFERENCES TONO7EB AND ADD NOTE A • •P•!KOWS, FL 3415 • • •• F.O. BOX 1628 NOKOMIS, FL 34274 Rations A Cem°a R03UGE ANCHOR SPACO4G • • • • ••• • • • • • Ylrtblj Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT PIN-701 Boat NTSI�1 12 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS UST 9 ANCHORAGE 10-12 m.+a°a e° 4259 -4 PAIIAL V T RENEWED eeea•pblegwtm the Panda Baldhig Cede Acceptance Explvadas �5 Div 6ba ��/ RDhal L dark P.E PE 029712 Sliuctuad ••• • • ■ • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• OUTSIDE O 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE f R 21 3/16" HEAT STRENGTHENED GLASS • • • • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE OUTSIDE O 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAC • • . • 1 1/16" LAMI 1.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME • 'FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN} •. • (INTEGRAL FIN FRAME SHOWN) 11/16" NOM GLASS BITE PRODUCT RENEWED 0,1 With Ste illmitte Balding Code ' t t l0 � 7 ig9n /ff �T6r L Dkteto• PRODUCT REVISED as eomplyteg with the Flerkha Buie* Code Acceptance De 0 . 1: 04 Dade 12W0114: RsesdOx FJC Ras 427 FJC Paw ag FJC 4107 Oar 17/1TVA/ 7/ 7/14 lbeebee a0010aey • ••• • . . • • • NO 01ANGE THIS SHEET • • • • • • •• • • NO CHA7A3E7HI4 SHEET 000 • ••• •• • foal TBHNOLOGVORNE N•1SM13211 34276• • • • • R°.O. 1 32141 673 NOKOMS, R.34274 Iliribb Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT PW-701 FULL 2 ▪ • d 12 I 4259 -4 Robed L Mak, RE. PE 439712 Structural FAN MAX. SIZE = 96" X 47° OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96 "X48" OR MAX. AREA = 25.13 SQ. FT. HEXAGON FULL CIRCLE MAX. SIZE = 60° BETWEEN FLATS MAX. SIZE = 60° DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE = 96 °X48" OR MAX. AREA = 31.99 SQ. FT. vL NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 921/4" MAX. DLO —I •• • • • • • • • • •• • • ••: :RECTANGLE • •. . : bit/ Set = ;x96" •• ••• pR MAO( AREA '3Q.00 SQ. FT. 44 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE =96 "X47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID MAX. SIZE =46 "X96" OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 48 °X96" OR MAX. AREA = 3028 SQ. FT. PRODUCT cosplyhpi with the Weida BtddIng Z• 1O Aamptaace No Expirstles e� l91?oly BMWs* 4=- FX Rand Or FX UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET • . • • • • • • • • • • FX Dabs Laska 4/4/07 bake 12/15V3 vete lantriare B Radalres A C°.d"de1: Dais • •. • 1d)9 71CHNOL GYDRIVE NORMA FL 3977! • • • • •P.O. BQ).1527 NOIWONS, FL 34274 • ••• •, • • • Visibly Berner FLANGED ELEVATIONS rft ALUMINUM PICTURE WINDOW, IMPACT s"ra°nr PW 791 Scar NTS 3 d 12 I m�o� 4259-4 m e B Robert L Clark P.E PE/Ai9712 Etruchnd • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • ••• • • • • • • •• • HEXAGON FULL CIRCLE MAX. SIZE = 60' BETWEEN FLATS MAX, SIZE = 60° DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96° X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 98" X 48° OR MAX AREA = 25.13 SQ. FT. OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. EYEBROW MAX. SIZE = 96° X 48" OR MAX AREA = 31.99 SQ. FT. 981/4" FRAME O.D. 96" MAX. A 501/4" FRAME O D. 48" MAC L f 931/4' MAX. DLO .• •••• • • '•. :RtCrAtIGLE • • • •. • • I VI/iiC SIZE = 4 • • ••• OTt MAX AREA = "3"LLOO SQ. FT. • • • • • • • • QUARTER CIRCLE MAX. SIZE = 68" X 68° OR MAX. AREA = 2522 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 4r OR MAX. AREA = 31.99 SQ. FT. 45 1/4' MAX. DLO TRAPEZOID MAX. SIZE = 48 "X96° OR MAX AREA = 31.99 SQ. FT. RCH. MAX. SIZE = 48" X 96" OR MAX AREA = 3028 SQ. FT. PRODUCT RIMMED 8a e°e.Pbiejwith die Merida Bidding Code Aceeptstate No 1 Exptretbso Doe BY Mord Data Dromm" PRODUCT itt.v - eumplyI g with der Florae Hada* Code Acceptance N• &de NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. • .. • Rersieba Reernig raeeay FX FX aAear FX Oats pas 414/07 Oats 1711803 I lads 7114/03 / Rations A a°aeeay • • • al ADO FRAME OA. DIMENSIONS AND UPDATE it10117RAGt407E NO CHANGE THIS SHEET Oats • •• • • • • dfoit ar Gy a • P.O. eg01529 NOKOMIS. 2194274 I bdi INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Sedsdirodet PIA,-701 NTS 4 a 12 �Al2. 42594 173 R obert L Clark P.E. PE039712 Structural ••• • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • ••• • • • ••• • • • • • • •• • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3/16A, .090, 3116" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW GLASS "X' DIM. TYPE 49.000 AREA 54.500 A,B,C,D AREA 60.000 I A,B,C,D AREA 65.500 I A,B,C,D AREA 87.500 71.000 I A,B,C,D AREA 76.500 AREA 82.000 A,B,C,D A B,C,D A B,C,D AREA A C B,D AREA 93.000 AREA 96.000 AREA paredel FX oma dyke 414107 R. FX 19116 names Mice FX 7/14103 A C B,D A C B,D naotsims B A WINDOW "Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 1 -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 1 -80.0 14.05 SQ.FT. +80. +80.0 15.14 SQ.FT. +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80. +80.0 +80.0 -80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 34.000 +80.0 I -80.0 11.57 SQ.FT. +80.0 1 -80.0 12.87 SQ.FT. +80.0 I -50.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +90.0 I -80.0 16.76 SQ.FT. +80.0 +80.0 -80.0 -80.0 18.06 SQ.FT. +80.0 +90.0 19.36 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +90.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 20.66 SQ.FT. -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. • • • UPDATE DESIGN PRESSURES FERASMI E I a • CLEAN UP TABLE 1 DESCRIPTION AND NEADG • • • • CNANGEACNE 1 ANCHORING WITH SCREWS' • ta* 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 1 -80.0 19.48 SQ.FT. +80.0 +80.0 +80.0 +80.0 +78.0 +80. +80.0 +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -80.0 -80.0 20.98 SQ.FT. -80.0 -80.0 22.49 SQ.FT. -78.0 -80.0 -80.0 24.00 SQ.FT. -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -80.0 -80.0 26.33 SQ.FT. • • • • 10f1glpi1.SOYORjVE � 3.47/8 • *to. Boxleza NO1W139. a 34274 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ. FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 I -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80. 27.34 SQ.FT. +65.5 +74.0 +80.0 +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 29.06 SQ.FT. -63.0 -71.2 -80.0 30.00 SQ.FT. Visibly Bette, 46.500 +80.0 1 -80.0 15.82 SQ.FT. +80.0 1 -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +68.4 +77.3 +90.0 28.26 SQ.FT. +63.9 +72.2 +80.0 +61.5 +69.5 +80.0 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 30.03 SQ.FT. -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 1 -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. • • NOTES: ® • • • 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED 10 THE4 O E A 182 S Q. F IN TABLE 1. • 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TOPRESSORE PJR THE MICONNPM USTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. • • - • • ••• • •• • FLANGED UNIT DESIGN PRESSURES rme ALUMINUM PICTURE WINDOW, IMPACT aewamt Owls Mat PW-701 I NTS 5 d 12 ua.som as 4259-4 B PRODUCT RENEWED ® complying with the Fb>tid% Wang Code E I 14 ao t 411a4 . Robert L awk. P.E PE 506112 Strmtual ••• • • • • • • • • • • • • • •• •• s •• • • • • • • • ••• • - • • • • • • • • •• • 76.500 TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) Fit-3835 FR.-3835 FTL -3850 FTL -3850 WINDOW GLASS "X' DIM. TYPE 49.000 A,B,C,D AREA 54.500 I A,B,C,D AREA 60.000 I A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 I A,B,C,D AREA A B,C,D AREA 82.000 I A B,C,D AREA 87.500 AREA 93.000 96.000 Draw Pr Oats FJC 7/1433 A C B,D A C B,D AREA A C B,D AREA ltAar Read FJC seeder FJC Pe Oats 414V7 12H6103 Realskas fteadstens Revisions A B 28.500 34.000 WINDOW "Y" DIMENSION 39.500 45.000 46.500 48.000 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 I -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 17.32 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. +80.0 I -m.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 -80.0 16.76 SQ.FT. +80.0 +80.0 -80.0 -80.0 18.06 SQ.FT. +80.0 +80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80. -80.0 -80.0 -80.0 -80.0 -80.0 20.66 SQ.FT. -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. • • • • • • UPDATE DESIGN PRESSURES PERAS7ME 1ANO ROTES, CLEAN UP TABLE DESCRIPTION AND HADS EIS! • • • • CHANGE IVOTE I ANCHORING WITH B12SCREWS Omar +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 18.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 +80.0 +80.0 +80.0 +78.0 +80.0 +80.0 +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -80.0 -80.0 20.98 SQ.FT. -80.0 -80.0 22.49 SQ.FT. -78.0 -80.0 -80.0 24.00 SQ.FT. -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -80.0 -80.0 26.33 SQ.FT. • • • .07QBi • 1 p*OGYDNIVE NO* 1411, FLB4276 • • P.O. B01629 NOICOMMJ, R. 34174 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 1 -80.0 20.47 SQ.FT. +80.0 I -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 29.06 SQ.FT. -63.0 -71.2 -80.0 30.00 SQ.FT. Visibly Better +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 -78.0 -80.0 -73.1 -80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 +63.9 +72.2 +80.0 +61.5 +69.5 +80.0 -68.4 -77.3 -80.0 28.26 SQ.FT. -63.9 -72.2 -80.0 30.03 SQ.FT. -61.5 -69.5 -80.0 31.00 SQ.FT. +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 titstePtcd PW-701 eat ae.e NTS 6 0112 -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SOFT. -60.0 -67.8 -80.0 32.00 SQ.FT. • •• ••• • • • • • •• 1 . ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TFTb SiUFt C Alltto. Pr. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY t0 PRESSURE Y R THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11• • • • • • • • • • • INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Dory Mx As 425 PRODUCT RENEWED es Comae with me Florida Acre NoO 10 E &Oration Dam - _j q ! f �L EY Hued Doh 1 . L1a4 Roberti. Clark P.E. PE 839712 S1NCaNei ••• • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • s•• • • • ••• • • 0 SCREWED CORNER ASS'Y (FLANGE FRAME) HORIZONTAL SECTION (FLANGE FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y 0 111111..°AL ONG ENTIRE JOINT I ••• • • • • • •• • • • • • WELD (FLANGE FRAME) • ••• •• • • • •• WELDED CORNER ASS'Y (FLANGE FRAME) • ..• ••. • •.. ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 0 0 MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT RENEWED m complying with We Florida Raiding C.ods Aceeptenee No alr, I Z. It) RepimOa. Date 2./ 191 7 Mimi Dab 11•111.01•1111r Diehleit Reterigr FJC FJC Dam Ele FJC Date 4V Reeks. Reese Pox 12f15103 Des a 7/14/03 Reese A • • • •. • • NO CHANGE THIS SHEET • • • • • • • NO CHANGE THIS SHEET • Des a A •• P.O. tKJ E29 NOKOMiS a 34'74 Visibly Better SECTIONS & CORNER ASS'Y, FLANGED _ ALUMINUM PICTURE WINDOW, IMPACT asp PIN-701 7 d' 12 �� 4259 -4 I B R o b ert L Cledt, P.E PE #.99712 Sbuetmal ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 2.784° HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH ALONG ENTIRE JOINT • •• ••• • • • • • • • • • KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) • • •• • • •• ••• •• • • • •• WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) • ••• • - -• • • ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING —•— 2.784° 0 4 Pan INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWEp a d oumWriae with the F wida Bohimg Code Aa ,1 q N Expiration Due iy M Dde Maiden NO CHANGE THIS SHEET • • • • • • • • • • • • •• Rowan', tare F.K. 4/407 t tNUded: Dole FX 12/16t13 0...a', Aft F.K. 7/14/03 tam taeemday NO CHANGE THIS SHEET • • Data • • • •• P.a ageism NOKOMIS, FL 34274 : T Visa Better SECTIONS, INTEGRAL FIN tae ALUMINUM PICTURE WINDOW, IMPACT awa.vr.t PW-701 8 s 12 mram 4259 -4 B f/fa ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • ITEM 1 2 7 8 10 11 12 13 14 15 17 18 20 21 22 Readily: FJC FJC Dagener FJC .050° DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 Oar 4/4/77 17NW3 Ostee 7114!03 A swear PART # 64256 64253 781 PDX 64255 64254 6TP247 64262 I-•— .97U° I ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .975° .346" --�I .050° • ••• NO CHANGE THIS SHEET • • • • • • • • • • • • • NO CHANGE 7HIS SHEET • • Retie .975° • •• • • • • - • • • • ^ e,• } • • • • • 1 1 L1$ LAMA I•I.G. V SS BP'AD MAIL: 6063 -T5 DWG NO. 4254 1.875" i •• P &j?1s18 169 4477427 r 1r e NOK0MW a FL 347/4 Vt ibly g .062° em..,.t PW-701 HALF 2.784" fame 9 d 12 2.784" ITEM 1, INTEGRAL FIN FRAME MATL• 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS UST ALUMINUM PICTURE WINDOW, IMPACT 4259 -4 B 2.500" PROHUCt :APED rnmnas:ugu tae }'tw44 S°ida% Code Moaners* Pio Se . Expiration Date By telassithida Bielsko ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • •• • • • • • • • • • • • • •• • • • ••• • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • •• • • • ••• • • • • • • • • • •• • • • • • • • • • •• •• .131 "DIA.MN. x 2 1/2° NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A I FM siqb' T CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. SHIM 1/4" MAX. f SHIM ' !•14: . • •! SEE NOTE 1 FOR • EMBEDMENT 1 3/8° MIN. ®EMBEDMENT WOOD ANCHOR (SEE NOTE 2) INTEGRAL FIN DETAIL B 1/4" MAX. 1 SHIM T 2x WOOD BUCK (SEE NOTE 3) 1 3/8" MIN. ® EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) 1/4° MAX. r SHIM T SEE NOTE 1 FOR 1x WOOD BUCK ® EMBEDMENT: • " (SEE NOTE 3) 3.5 KSI MIN. CONCRETE ® -3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: ® vz. s \I 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS, EMBEDED 1 3/8° MIN., 5/16° ELCO TAPCONS EMBEDDED 1 3/4° MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 11.\‘s 2. FOR WOOD APPLICATIONS - , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF 0,IkEI$GI 4EVCD BY OTHERS OR AS APPROVED BY AUTHORITY HAVING FLANGED DETAIL E OR 1.5 KSI MIN. CMU WOOD ANCHOR (SEE NOTE 2) [' 1/4° MAX. 1 SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) PROtlui: t KkrtCb Lb an complying with the Florida Bolding Cole Acceptance No OR l 12. &phaeton Date 2x9 `1 Nand BWe JURISDICTION. • • • • • • • • • 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL &TALL AMaVII�UF S QNGfIO OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A S IZE•ItfPRC DE �'ULL•SI PF•ORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. Rand 97: Oats Read Br sham er tatre 4/4107 Oske 12110/03 !ice¢ B A • • • FX Ra0s m r REVISE AND UPDA7E ANCHORAGE PER CURIENEFBC • • Reader FX FJC 7/14/03 0,000 CHANGE NOTE 1 AND FAS7ENB7 SPACPIO • • • • • • • BO?1529 NONDME F1.3274 Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT BMeNlade PVi701 e00 10set 01~0 NT3 10 s 12 I 4259.4 Ili TABLE WIN °X ANCHOR TYPE v WINDOW "Y" DIMENSION 5.0° 46.5° 48.0° 2. 4. 1. 2. 4. . 2. 4. . DIMX Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49. Le/£ ZL I Z/1 L I8/£ZL I OL [1:1/E Z4 [ UL ZL 9/9 Z1. 4/1 9 8/£ Zl 1 12 3/8 L 11. 1 I LL 1 r9/£ Z 1 1.1 I L e/£ z1 941E 6 ere z1 "91/£ 6 [WE 6 1 L are z 1. I 11. 1 1 8/£ Z1 1 L LL 1 1 9/£ Z1 1 8/E ZL LL B/6 ZL Z/1 LL [ Ul 11 I 1 12 3/8 1 9/6 Z VI 11 L Z1 1 rem 21.1 8/E Zl ZL ZL 1 54. [erg O I Z/1 L [9/9 01 r 01. [9/9 01 r I erg 01 [ 4/1. 8 [ 8/g 01 [ 8/901 1 LL 1 1 erg 01 1 1 1 10 5/8 1 LL 1 9/901.1 9/9 01 91.1E 6 9/9011 91/6 6 1 91/6 61 I B/S O L 1 [ LL 1 1 8/9011 11 1 / 9/9 01 J 8/9 01 UL 11 1 Z/1 11 1 9/901 8/9 01 Zn LL Z1 1 9/901 8/9 01 z1. I Z1. I 80. 1 z1 I zn L 1 Z1 01 ZL 12 1/2 I Z1 1 4/1 9 ZL Z1 1 LL J Z1 1 1 1 I 1 Z1. 1 1 11 1 ZL ZL 91/6 8 ZL 91/E 1 91/2 Si 1 9/g 8 1 I 11 1 1 z1 1 1_1.1 1 1 919 6 I 9/9 8 11. zl UL 11. 1 U1 LLJ 8/98 9/9 6 _ U1 11. 1 z1. 1 ZL 1 9/9 8 ZL Z1 1 85.. 14/£ 4/£ 01 OL WE 01 IZ /1ZL 4/6 01 4/1 9 WE 01. 4/£ 011 1.1 ] 1P/2 01] I 11 1 1 4/6 011 11 1 4£ O1.] 4/£ 01 91/6 6 4/£ 01 91/6 1 91/£6] 194/91.91 1 LL 1 1 4/£011 I 1.1 P/E 0L1 91/91 8 11. we cal L /1 11 1 Z/1 It] 1 4/£ 01.1 91191 9 U1. LL 1 ZL 1 1 4/£ et. I WE 01. ZL a 1 I 71.E 191/61 1111 I ULL 1 1911£1 11 I 01. 91421 1.1 IZ/L 1911£1 1.1 411. 9 91/61 1.1 191/EL LL1 1.1 J 191/61. 1J 1 11 I 191/61 111 LL J 1 9/1. 6 1 91/61 11 91./6 6 9/1. 6 91/6 8 1 911£ 6 1 1 9/1.61 I 11 1 191./61 111 1_ 11. 1 B/L 6 1 B/L 8 11. 91/£1 LLI Z/1 LL 1 Z/L LL I B/L 6 1 9//1. BI Z/1 4L I z 1 1 9 1/61 [Al 9/1. 6 Z1 ] Z1. 1 78. 4r£ 01 1 UL LJ WE OL 01 4!601. Z/L Z1. 446 011 4/1 9 4/601 1 4/2 01 1 41E o 1 1 L 1 [4r6 01 1 1 11 1 4/1 81 WE 01 91./6 6 4/£ 01 91/2 8 91./881 4/181 I L1 1 1 4!6011 4/1. 6 1 4/1 8 LL 412 OL Z/L LL 1 Z/L Li 4/161 4/1 6 Z/1 L1 1 Z 1 14/£ 01 1 4/1 6 ZL L zL1 82. 191/11 1.1 1 Z/L 191/11 LL 01 191/L1 11 1ZI1ZI 191,11 1.1 14n 9 191/LL 11 191/11 LLI 1 L1 I 191/11 111 1 1 . 1 1 191/L11.11 11. 1 [ 01 1 9L/1.1.1.1. 91.4E 6 01 91/6 6 1911E 61 1 442 8 1 I 11 1 191 /LL 111 L LL J I 01 I WE 9 11. 91/11 L L Z11 11 1 Z/1 11. 1 4!6 9 1 4/£ 8 Z/L 11. 1 z 1 19141141 WE 8 ZL 1 Z1 1 87., 8/9 ZL I UL L 8/5 ZL [ 01. 1 9/9 Z1 I Z11 Z1 I 9/9ZL I 4/1 9 8/9 ZL ( 91/6 OL1 I L 1 [ erg Z11 1 11 1 *TEL O1.1 1 11 1 191/L 8/9 Z1 91./£ 6 91/61 01 91./£ 8 1 911E 8 1 1 91/1 B 1 1.1. 1 191/61 011 191/L BI 91 /1.8 11. 91/61 01. Z/1 L1 Z/1 11 1 91/1 6 11 1/2 8 7/16 Z1. 1 91121 OL1 9L/1 13 ZL z I 93.0' O.C. 9/9 1.1 Z/L L 9/9 L 1 01 8/g 1 L Z/1 31. 8/9 11 4/1. 9/9 11 m 1 8/1 0LJ 1 1.1. I 1 9/g L L I 11 I 1 - 8/9 11 1 I 11 1 as 949 11 911E 6 8/1 OL 911E 6 1 91./261 as I 11 1 1 9/9 141 1 11 aA 9/1 8 11 8/9 L L Z/1 11 Z/L LL 1 W 8! L 9 Z/1 L L z 1 1 8,1 01 1 CD 6 Z1 ZL 1 98.0° O.C. I I Z/1. L I ZL f1. 1 ZL Z/L ZL ZL 8 I . zi co 1Z.n, 0L1 1 11 I I ZL I 1 1 Z/1 01 I 1 11 ;re 6 1 Z1 91/6 6 UL OL 911£ 6 191/£81 18 7/18 I 1 H. 1 1 Z / . 0 1 1 1 11 F 6 1 91/1 8 I LL Z/1 OL Z/1 11 [ 111 187116 MIL B Z/L LL 1 Z I 1 Z/1 01 91./1.18 ZL 1 Z1 1 NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) °X' AND 'Y° DIMENSION FROM WAIL S tliN.d 1b° Q.0 4E I MBSTRATE) MAX. 812° FROM CORNERS • • • • • • • • • • • • • • • • • • • • • • 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THANSIIUAR BR RBell'ANBULAR • • • Read ReadBa FX mareaaF FX FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUNIi$+E PERI - ' + ' CIRCU - _ NOT EXCEEDING 812° FROM ANY CORNER. Mee Reba Oda Dabs 7/14/03 Rer3s B CtmfsdeF • • • • NEW SHEET • • • • • • •• • • aide 1.0 M VVE • • P.O. BO?1® NOKOM IS FL 34274 Visibly Beam, s°n.do°e PW-701 °Y° DIM. �-- °X° DIM. --1 • • pC I AN CHORAGE, WOOD SUBSTRATE • A L UMINUM PICTURE WINDOW, IMPACT craw NTSI 11 d 12 I 4259 -3 I B ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4' ELCO TAPCON 4.1/4' ELCO SS4 CRETEFLEX 5.5/16' ELCO TAPCON PRODUCT RENEWED W Ifdio2 Code die Florida S Pilo. rooms (LZ_10 r Etasdn ailiral r/A e oert L Mak PE. PE /39712 Slnxboal • •• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • TABLE 4. CHI ON-CENTER WINDOW "Y" DIMENSION DIM. adAl 7HONb' 1 48.5° 48.0° 3. ,4.,5 5. 3. 4. 5. 3. 4. 5. X Y n Y XYXYXYXYXYXYXYXY X Y X Y X Y X Y X Y X Y X Y 1 8/£ EL 1.211 181E ZL 1 OL 8xZL Z/L 9 I 1 8 ZL Z/1. EL 4/1 6 1 4/19 8/6 ZL 4/1. 9 I 4 / L 6 1 81621 1 I 4!1. 6 LL 1 8/E ZL LL 19lEELI I LL 911 L 91/66 9/E EL 911E 6 8/6 Z1 1 9166 1 91/1 L l 1 4/18 1 WE EL 1.1 8/6 Z1 1. 1 177/16 8/9 9/6 I. I z/ L L L 1 8/6 211 E/1. 11 1 91.11 L 4/1 L 9/£ EL ZL 8/6 Z 1 1 I 9/9 01 Z /L 1 8/501 1 OL 9/S OL Z/L 9 9/901 1 Z/L ZL 8/9 01. 8/501 411 9 Z /1.8 1 8/501 1 211 9 1 11. 8/501 LL 8/9 01. LL 1 VI 81/6 8 I 9150 91/6 6 8/9 01 911E 6 9/1 1 b1L 8 9/9 01 11 8/901 LL 1 8/1 L 9/9 9 8/9 01. Z/1 LL 8/901 Z/1 11 1 8/1 1 1 4/1 L 1 8/9 01 L I. 9/901 Z 1 EL Z/L L I El. OL 9/9 6 1 211 I El. Z/L EL 8/9 6 4/19 EL 4/18 B/9 6 El LL EL 11 Z1. LL I 91/6 6 EL 91/68 EL 941E 8/L 9 4/1. 8 9!5 6 LL ZL 1 LL 8/19 8/5 9 8/9 8 z/1. LL EL Z/1 LL 9/1 9 4/1 1. 9/9 6 El. I ZL 1 4/E 01, Z/1 L 4/6 OL 01 WE 01 1 211 9 4/601 Z/1 Z1 91/51 9 4/1 9 4/E 01 1 4/18_1 914519 1 we 01 91/11 11 4!4 11 1 4/6 01 11 91/11 L 91/6 6 Ib/£ OL I 91/6 6 1419 91/66 9L/119 4/18 1 103/4 1 11 41E 01 LL BULL 9 8/59 WC OL z /L LLI 4 16 01 1 12/1 91/119 4/1 L 4/£01 ZL 1 418 01 EL 1 91 / 61 Z/L � 191/61 I 01 1 9/1 1 I911EL FE 91./1 blL f 191/41 4/1. 7/16 1 191/91 7/16 1 1 LL 191/61 I LL 191/£1 1 LL 1 8/6 1 911E 1 9/1. 1 91./E 19161 1 91/£_ 9116 I 4/1 1 8/1. I LL LL/£ I LL 91/6 8/9 9/1 f Z/L L 91/EL Z/L L 91/6 4/1 ! 9/1 E 17W 91161 1 ZL 1 41E O1 Z/1 1 I 4/901 01 41£01 Z/1 9 4/6 01. 112 1/2 1 1 P11 6 1 9) 4/6 OL 411 8 91/1 8 4/E 01 91/1 8 LL WE OL I 4/E 01 11 91/6 91£ 4/6 01 L91/E 6 4/6 0 L _9116 6 1 EA 9 I 4/18 4/16 L 4/E 01 LL Z/1 9 1 8/9 8 I b/1 6 1 z/1 4/EOL Z/1 LL Z/L 9 1 L 4/1.6 I ZL 419 OL EL 191/11 11 2/1 191/11 11 I 01 I 01 I Z/ L_9J 191/11 11 112 1/2 1 I 4!E 9 41113 191 /LL 11 4/1 8 14/6 19L/LL LL1 1 91/61 I 11 I 91 /LL L1 I 11 I 191/L1 11 I 11 91/£ 6 I 01 91/6 6 1 91 /LL LL1 91/6 6 1 8/E 9 I 411 8 01 LL I 19L/14_141 11 1 8/E 9 I 8/5 8 I 4/E 8 1 Z/1 L11 191/11 141 I Z/1 LL 8/1 9 1 4111 1 4!E 8 1 z1. I 91/11111 1 8/9 EL I Z/L L 1 1 9/9 EL 01 1 91/1 61 Z/L 9 1 8/5ZL1 ZR ZL 1 91/1 91 8 1 8/9 Z1 1 L4/L 8 1 91 /L 81 I 8/9EL1 8L/8LI L 1 1 91/EL 011 I L 1 1 12 5/8 1 11 1 8/1 9 I 1 911E 6 I 9141 011 911E 61 815 ZL 1 9114 6 I 91/9 9 I 1 4/1 81 91/1 6 I LL I 8/9 ZL LL I 919 9 I 8/5 9 I 91 /L 8 I 1 z/1 LL I 8/5ZL1 I Z/L LL 19116191 4/1 L 1 87/16 zL 9/5 zL 1 z1 93.0" O.C. 8/9 LL Z/1 1 9/9 11 01 10 1/8 2/1 9/9 11 Z/1 1 01 4/1 8 9/9 11 4!181 8/1 8 � 8/9 11 m 8/£ L LL 8/9 11 11 I 819 1.1 11 1 WE 9 91/£ 6 I 911 01 911E 6 I 8/9 11 WA 6 4/1 9 4/1 9 I rn 1.1 8/9 11 1 11 I 91161 91 9/5 8 I m tn. LL I 9/9 11. 1 Z/1 11 1 91/6191 4/1 L 1 m Z1 I 815 11 1 ZL 1 96.0° O.C. I a- IZn IzLI 01 8/66 ( 2/19 1 I Ell. El. 9 1/1 9 1 4118 Z1 l 4/ 1 8 91/1 8 w w 91/11 11 Ell 01 11 ZL 1 11 z119 911E 8 1 101/2 1 911E 6 z1. 1 1 91/66 1 m 4/18 8 !E 6 L EL 11 m 1 9/S 8 1 91/1 8 UL LL I zl Ell 11 1 8/99 I 4/1 1 1 9 1/1 8 ZL I EL NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) °X" AND 'Y" DIMENSION FROM ikitEl N •j 1ffi" Q.C rSUBSTRATE) MAX. 81/2" FROM CORNERS • • • • • • • • • • • • • 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN UARL ER RWANIBULAIR: • • • • Raw fix F x Read Br e ono ex Fx FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AR )UNq 110,E PERIIfETEB Q�t CIRCU�+IFEI;ErgE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. �aF • • • Dabs Deft 414/07 9e"c Thus 77/440Xi XeidYas 8 Ra4bs r • • • NEW SHEET • • • • •• • • • • • • • • 10703ICKI71OOYOWE • NN OM•, fl 04276 P.O. BOX 1629 NOKOMA FL 34274 Vtsib/y Better DIM. Larkesoft PIN-701 NTS "X" DIM. -1 ANCHORAGE, CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT 12 ' 12 4259 - I B ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4 1/4" ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON PRODUCT RErve6WED tl wngsbing vrHO tpt @ktti!" Mang Aueptance NooB -1 \12• ID DE t4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 01 • • • •• 01 04)9 • • • 1012 • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH— 800" Aluminum Single Hung Window — S.M.I. APPROVAL DOCUMENT: Drawing No.4061, titled "Alum. Single Hung Window, Impact (SM )', §11 4s 1 through 10 of 10, dated 10/04/01, with revision H dated 2/12/07, prepared by manufactur signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision sttnp witfi • Notice of Acceptance number and expiration date by the Miami -Dade County Product Cet11Y&Division. • MISSILE IMPACT RATING: Small Missile Impact Resistant NIIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com •• • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logovvity, stat0 anti' following statement: "Miami -Dade County Product Control Approved ", unless otherwise ngtect herein.'' : • RENEWAL of this NOA shall be considered after a renewal application has been filed' has beep 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 arevi ion or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA asap e$dorsem'e$t oi 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 and renews NOA # 06- 0913.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0306.11 Expiration Date: July 03, 2012 Approval Date: May 10, 2007 Page 1 • • 000000 • • ..••.. • • .•••. • • 0000 ••.••• • • • .•.••• 000000 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4061, titled "Alum. Single Hung Window, Impact (SM) ", sheets 1 through 10 of 10, dated 10/04/01, with revision H dated 02/12/07, prepared by manufacturer, signed and sealed by Robert L. Clark, 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of Series SH -800 Aluminum Single Hung Proview Window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4006, dated 01/16/04, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA# 05- 0812.02) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 •.. • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2014. • 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 2b2 -94 • Along with marked -up drawings and installation diagram of a series 4 i • aluminum single hung window, prepared by Fenestration Testing I,4boratory, • Test Report No. FTL -3179, dated September 24, 2001, signed and sealed by Luis •A. Figueredo, P.E. (Submitted under NOA# 05- 0812.02) •••••• • • • • • •• • 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • 2 -94 2) Uniform Static Air Pressure Test, Loading per � � ' 1'tS 2Q. F'$ • . • • • • 3) Water Resistance Test, per FBC, TAS 202 -94 • . • • • 4) Small 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of a series SH -800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4380, dated 11/04/04, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA# 05- 0812.02) E -1 Manuel P • r .E. Product Control : u 1 er NOANo07 -i 1 1.11 Expiration Date: July 03, 2012 Approval Date: May 10, 2007 •• • • •••••• • • •••••• • • ••••• • • 00000 00000 • • •••••• • • •.•••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, Inc. dated 09/05/06 signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. Dupont DeNemours for "Dupont Butacite® PVB" dated 01 /05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/03, expiring on 04/14/08. F. STATEMENTS 1. Statement letter of conformance, dated 02/23/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 02/23/07, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4006, issued by Fene!ttiion Test Laboratory, Inc., dated March 22, 2004, signed and sealed bl • Ed$iundo •••• Largaespada, P.E. • 1111.. (Submitted under NOA# 05- 0812.02) • ....� •1 • • • • G. OTHER • • • 1. Notice of Acceptance No. 06- 0913.04, issued to PGT Industries fdratir:Series; H; 800" Aluminum Single Hung Window S.M.I., approved on 11 /16/Ma expiring.n 07/03/07. • • • • • . • • 1111.. • • • • • • • .. • . E -2 Manue Pe . Product Control 1=er NOA No 07-0 16.11 Expiration Date: July 03, 2012 Approval Date: May 10, 2007 1111.. • • • 1111.. ..1... ' .111 • • 00000 000000 • • • ...... ....1. • • GENERAL NOTES: SMALL MISSILE IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTIONS: A. 7/18" LAMINATED GLASS CONSISTING OF (2) LITES OF 3/18' HEAT STRENTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 3/8" LAMINATED GLASS CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS OUTSIDE, AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM AND (1) LITE OF 3/18' TEMPERED GLASS INSIDE. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP) 3. DESIGN PRESSURES: (SEE TABLE 1) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TARI FS ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 THROUGH 10 FOR ANCHORAGE DETAILS. 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQ'D. AT INSTALLATIONS BELOW 30 FT. (NONE REQ'D. AT INSTALLATIONS ABOVE 30 FT. GRADE). 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -3179, FTL-4008 AND FTL-4380. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). DESIGN PRESSURES (ALL SOES & CONFIGURATIONS) GLASS TYPE A - 7/16' LAMI B - 3/8 "LAND POS I NEG +90.01-142.8 +90.0 : -150.0 BASED ON 5/18° ELCO TAPCONS IN CONCRETE. OTHER ANCHOR TYPES AND SUBSTRATES AVAILABLE, SOME WITH DESIGN PRESSURE LIMITATIONS. SEE SHTS. 6-9 FOR SPECIFICS. TABLE 1. im.aes Dribs lgoolsbas FJC 72005 F REVISEANCHORAGE/FBC FJC FJC •..ep. cast FJC 1014101 •• ••• • • 724768 7/1907 •• G REORAWNANta1�jN H CORRECT 13.341.1111 ail Nor 8 TOC8RR IVT g0 ctuud J.J. • • • ••• • • • • • • • • • • •, • • • • • ••• • • • • • ••••• •• •• •• • • ••• 3/8" NOM. 1/8" ANNEALED GLASSA .090 PVB INTERLAYER, DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 3/16" TEMPERED GLASS • ••• • • •18787tcHNOLOBr DRIVE • • NOrMt8, FL 34278 Ifs • 0X1828 • NOI10141•, FL34274 • 1/2' NOM. GLASS BITE 7/18' NOM. 3/16° HEAT STRENGTHENED GLASS .090 PVB INTERLAYER, DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM 3/18° HEAT STRENGTHENED GLASS EXTERIOR • • • • B� 318" IIiAT A - 7/16" LAMINATED •• •• • • • • • GLAZING OPTIONS PST VLr/bly Betrer INTERIOR 1/2" NOM. GLASS BITE GENERAL NOTES, GLAZING DETAIL & DPS 1 ALUM. SINGLE HUNG WINDOW, IMPACT (SM) stow I NTS �1 d 10 12•11•16 4081 I H NOA DRAWING MAP GENERAL NOTES GLAZING DETAILS DESIGN PRESSURES 1 ELEVATIONS 2 VERT. SECTIONS. 3 HORIZ. SECTIONS. 3 PARTS UST 4 EXTRUSIONS 5 CORNER DETAIL 4 ANCHORAGE 6-10 mc h�wiM Baf.: C «le Ie :J?� & .1 lZ SHEET 1 VERTICAL DAYLIGHT OPINING FIXED DETAIL LITE HIGH SILL A 34 3/16" B 41 1/4" C 40 7/8" D 5211/16" E 52 5/16" SASH HIGH DETAIL SILL A 34 3/16" B 271/8" C 27 1/8" D 15 3/4" E 15 3/4" TABLE 2. \ 01 78" A HEI X j SASH HEIGHT T SEE DLO TABLE SEE DLO TABLE (MAX) 1 SEE DLO TABLE SEE DLO TABLE 53 1/8" MAX. WIDTH (ALL) 5/8" MAX. FIXED DLO (ALL) O X j 481/4' MAX VENT DLO (ALL) DETAIL A 8 D D� 38 7/16° MAX SASH HEIGHT DETAIL D VIEW (CUSTOM SASH) 78' MAX HEIGHT HT 1A SEE DLO TABLE SEE DLO TABLE NOTES: • • ••: . • • • • • • 1. SEE SHEET 3 FOR VERTICAL AND H8<RIZONTA,1 E 01 AWES! • • • 2. SEE SHEET 4 FOR CORNER DETAIL VIOkjS. • • • • • • • • • 3. SEE SHEETS 8 THROUGH 10 FOR ANCSORAA! INFOISAATION: • • • ••• • • • • • • . . • • • • • • • •• •. •• • • • • • • 0 j X DETAIL B VIEW (STANDARD SASH) Amd ar Daft Robb= FA 1/1006 F CORRECT DLO DIM. (NOT � SUBMITIED) • • • • • • • *1070 itcHNoLoGy DRIVE FJC REDRAWN, CD�II ELE1AIIGNSAIID DLQ''ABLE2 N W0w9, FL Road* Date Rwiskas . . • • • • F.K 2/12/07 H NO CHANGE I}IIS 4IEE7:• • • • • • 11131430X 1829 Da Draw* eat asked* aske • • • FJC !0/4/01 J...4 8/1003 I • • • • • • • • • 1401•71115, 8.34274 A SIE NO 4 E� DETAIL E RADIUS TOP (CUSTOM SASH) Pi GT Vtsibl, Better 76' MAX HEIGHT ELEVATIONS DETAIL C RADIUS TOP (STANDARD SASH) ALUM. SINGLE HUNG WINDOW, IMPACT (SM) oradagOin smo NTS 2 ' 10 4061 H P60o%ICE REVISED to complying with the Fluids Wens Cede Accep.u N r - omsat 0 Mtn P'"& -* 0_ Ptaaxa z` /ay Robert L Clerk, P.E. PE 439712 Structural .11 612 FX Rsad FX Dater 1!10/05 7,2406 FX 2!1207 Ti.. Des FX 10/401 tmma Dr. J.L 8110106 BALANCE USED ON SASHS <40 LBS Rabbis • ••• • BALANCE USE Nanga(1Wjs ) • • • • • tVNY • o�L08YDPoVE O RIDRAWICRI1LATC�NOTE • • • • • : • NOKOMIS. FL 34270 Room= NO MANGE MX • • • • • . • • • 4 •4/0•139X1529 • 1 6 • • • D NOKOIAS, FL 34274 1 • xsmax Dog • • • •• • • • ••• • • • • • • • • • • • v • • • • O • • • • • • • • • •• • • • • • •• ••• • • (SEE NOTE) c; T Vtrlbly Beuar INSIDE MAX VENT DAYLIGHT OPENING MAX FIXED UTE DAYLIGHT OPENING MAX WIDTH Dg SECTION A-A SECTIONS SECTION C-C RADIUS TOP (HEAD DETAIL) OUTSIDE • • •• • • • • ' " ▪ kAuv . • • :NdfES: • sio ON • • • . I4I%GMUM OF ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED r FROM EACH SIDE OF VENT. 2. TWO 5J8° WEEP NOTCHES REQUIRED (ONE AT EACH END OF SILL, SCREEN RETAINER LEG.) ALUM. SINGLE HUNG WINDOW, IMPACT (SM) er.seae se.e D.eD/n , Roc SH800 Half 3 a 10 4061 H BALANCE USED ON SASHS >40 LBS 2.710' P6ODUCT REVISED es coorplgiog whir Se Harkin 8aldb n Code Aotoolaaec No Data Robert L park. P.6. PE 638712 Sbuebaal 1 1 2 4 5 9 10 11 12 13 14 16 17 18 19 20 21 24 25 26 27 28 29 32 33 34 35 36 37 38 39 40 41 42 44 45 48 48 49 58 59 DWG # 4002 1155 -1 4050A 1082 4025 4029 4029 1080 1167 4029 -1 1080 -1 4053 4029 -1 1086 4054C 4086 4083 4084 1179 947 4006C 1235 1096 1175 4051A 1228 2740A 1088 4008 1235 1085 1086 1268 DESCRIPTION FLANGE FRAME HEAD #8 X1" S.S. QUAD PN. SMS FLANGE FRAME SILL WSTP., .187 X.270 FIN SEAL FLANGE FRAME JAMB SASH STOP CALDWELL SPIRAL BALANCE, 5/8° BALANCE BOTTOM BRACKET CUP BAL COVER RIGID VINYL, 5/8" #8 X.750 PH. PN. SMS S.S. CALDWELL ULTRA -LIFT BALANCE, .670° #8 X 1 PHILLIPS FLAT HEAD S. STL .670 ULTRA -LIFT BALANCE COVER SASH STOP COVER SASH BRACKET #8-32 X1/2° LG. PH. FH. TYPE F S. STL SASH TOP GUIDE, 11/16" BAL. FIXED MEETING RAIL WSTP.,.187 X.230, FIN SEAL MEETING RAIL REINF. TUBE .75 X 1.50 MEET. RAIL REINF. TUBE END CAP #10 X3/4° P. PAN HEAD TEK 18/8 S.S. DIA. 3/8" HOLE PLUG SASH TOP RAIL WSTP.,.170 X.270 BACK, FIN SEAL SWEEP LATCH #8 X5/8" PH FH SMS SASH BOTTOM RAIL WSTP., BULB VINYL EGRESS LATCH LIFT RAIL COVER CAP SPRING, SHL LATCH (EGRESS) SASH SIDE RAIL WSTP.,.170 X.270 BACK, FIN SEAL SASH TOP GUIDE, 9/16" SASH TOP GUIDE, 11/16° SASH FACE GUIDE SIUCONE, DOW 899, 995 OR EQUIV. 4222A GLAZING BEAD 7/16" LAMI PGT# 612225 781 PQX 84050 61062G 612227 64053 612244 7BALTBKT 6BALCVR918 78X34PPAX 78XI FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 42505R & L 64054C 64066G 64063 44084 710X34PPSDAX 41722 64006 67S16G 71096 7858SS 64051 6TP249 62740AM 74078 "C° L OR R 7SPRNG 612231 67S16G 42504 42505 42501 GLASS, 7/16 LAMI- 3/18 HS, .090 PVB (DUPONT OR SAFLE)01), 3/16 HS GLASS, 3/8 LAMI- 1/8 A, .090 PVB (DUPONT OR SAFLEX), 3/16 T 64222 •• ••• • • ••• • • • • • • • i t t ••• •• • •• • • • • • • ITEM 60 62 83 66 67 69 70 71 72 73 74 75 76 77 78 DWG # 985B 988 987 1224 1622 1014 1630 1631 1073 1624 1635 505 1161 DESCRIPTION GLAZING BEAD 7/16° LAMI W /GRILL KR GLAZING BEAD 3/8 LAMI GLAZING BEAD 3/8 LAMI W /GRILL KIT VINYL BULB WEATHERSTRIP "THICK" GLASS SETTING BLOCK 3/32 X25/64 X 1 SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY W/RINGS SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING SCREEN SPLINE -.135 DIA. FOAM SCREEN SPLINE - .135 DIA. HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) 1#8 X 1.000 PH. BUGLE 7EK SCREW FOAM GLAZING TAPE 1/16 X 1/2 PGT# 6985 6988 8987 TP -247 71622K 61014 71630 71631 7CASP 61624K 61635K 61816 6533402 706X1 628V1510 SEALANT OR GASKET AT HEAD AND SILL VIEW D (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) FRAME CORNER CONSTRUCTION VIEW E -E (RADIUS TOP HEAD ONLY) Rs= lag FJC FJC Rend ax FJC NO CHANGE THIS SHEET Mgt a®er FJC 7/2005 MRS a 7/12177 Dec 10/4/1 F Sketskor G Ftwiskax Cheated Br J.J. REMOVE 8HOR18 I • • • • • • • • ••• Ion 1tcf •OLOGV DRIVE N • 4275 109. FL •A! Sox 1529 NOV . FL 94274 Viwtb/y Bane* PARTS LIST & FRAME CORNER DEIA/L Oft ALUM. SINGLE HUNG WINDOW, IMPACT (SM) arkekast WOO a.,ir e4.e v.rge NTS 4 d 10 4061 H 9/7 Robert L. Ctadc, P.E. PE 039712 Sty • • • ••• • • • ••• • • • • • • • • • • ••• • • • • • • • ••• ••• • • • h -2 .2 79 1.707 32 SASH TOP RAIL #4006C, 6063HS-T6 1.363 O FLANGE FRAME HEAD #4002A, 8063-T6 (1/1 & VIEW WINDOWS) 38 EGRESS LATCH #2740A, 606345 .062 —1.513 ►{ — .738 x .040 19 SASH STOP COVER #4053. 6063-T5 .062 3.446 I►-- 2.784 O FLANGE FRAME SILL #4050A, 6063-T6 36 SASH BOTTOM RAIL #4051A,6063 -T6 • • • y' 6A • •• ••• • • • • • • • • • •• • • 1.•98 ••{ � •: { • • • • • • • • • Ry • VLI • NGCSAC•Tf16" • #4222, 8063-T5 • • • •• • • ••• • • • • • • • • • • • • ••• • • • • • •• ••• • • • •• • • • • • • • • 1.342 .082 156 i FIXED MEETING RAIL #4054C, 6083HD-T6 taataiDs Ome Ib.hhs • • • • F.K MOAN F NO CHANGETHSS SH • • • • • • • • r••aere Om* AsMNme �" • • • •1070'ECHNOLOOY DRIVE FJC 72486 G REDRAWN. l DElrpa2ALLOY. • • • • • • NOKOUIS,19. 34278 C 2/12787 H NO CHANGE )SUS • • • • • • • • • FJ 30. BOX 167E Dramatis Dais Clods FJC 10/41171 � • • 8H • • • NOKOl09, FL 31274 2.946 —►1 1.165 h- 1.349 1 41 SASH SIDE RAIL #4008,6063 -T5 Pi GT V+yi Betar .082 +- 1.749w i 2.710 O FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) 27 REINFORCEMENT, FIXED MEETING RAIL #4083A, 6081-T6 .050 --- k .678 1.115 —/ 0 60 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) � .678 1.096 �-- j T 0 41 3/8" LAMI BEAD #988,6083 -T5 1.115 -'-i f 60 GLAZING BEAD, 3/8" #987, 6083 -T5 (USED W/ GRILL. KIT) EXTRUSIONS ALUM. SINGLE HUNG WINDOW, IMPACT (SM) 5.fteltskt s.,a SI* nearby fix Aas a7NDO H81f 5 010 4081 H -÷-.082 x.49 1.451{ T 10 SASH STOP #4025,608345 R2VL4L+D meemptft a>IO! DDe [UM Cady 12. LIL._... _ ProdutCestesi Robert L Clark, P.E. PE 039712 ShOaemi ANCHOR SUBSTRATE: ANCHOR QUANTITIES TYP ,❑ GLASS TYPE FOR 1/1 WINDOWS TABLE 3. WNDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 N p 0�-0 �� U NZ�ZNO v U O O`-3 ❑ Or 0 N ZdZNONZ o v U . O v' CI o.=0 3 0 U ,aZNppn!Zd.ZNpon!ZVZN O 0' CI OHO 0 U O O' ❑ OPO 0 v O O 0 ❑ Or 0 0 0 U O 0''3 ❑0 0 - OstONOrO 0 U 0'-�y ❑ U 0 U -,O 0 WINDOW WIDTH 1 11.2 1 111 1 1 1 1 212 1 1;2 1 111 1 212 1 212 1 212 1 213 1 2 2 1 2 1 313 1 212 1 212 1 313 1 212 1 212 1 3 3 1 313 1 2 2 1 414 1 3 3 1 2 2 24.000 AB 1 .... _ 212 1 112 1 111 1 ..... 213 1 _....._............ 2 2 1 111 1 2 3 1 212 1 2j2 1 313 1 i ._....... 22 1 1 _. ......_.........�..........._.. 2 1 3 4 1 213 1 2 2 1 __ 4;4 1 -- 3 3 1 ......... 2 1 4 4 1 3 3 1 — 212 1 _....... 5 j 5 1 '3---25- 3 1 32.000 PSF 13 AB , '2. 21. 1 �.. 2 2 1 "1 2 2 3 1 212 1 112 2 3 4 t , 1 2 2 2 _ 3 2 __..._....... 3 1 2 2 2 _.. 415 2 313 1 - ... 2 2 2 _.... 415 2 314 1 �.... 212 2 5 5 2 . . 3 4 1 _._.._._ 2 2 2 6 6 2 4 4 1 213 37.000 PSF ; 1.14 11443 AB - 2 °:^- -a. '2 2 1 1 .2. J =` 2 1 2 2 1 212 2 415 2 313 1 212 3 4j5 2 314 1 212 3 516 2 3 4 1 2j2 3 516 2 414 1 213 3 6 7 2 515 1 313 - -- 212 112 3;1.3 2 3 112 31 3 40.000 PSF fiV AB 2 2 2332131123142132245 2.. 2 .._ � ... 2 ... - .. ... .. _ 34 3 � I ? 3 I 12 h-- 2 12 45 3 2 �._. 2 2121 44.000 PSF 95 140 120 138 AB 2 2 2 2 2 12 1 2 3 3 4 24 2 3`:3 212 3 415 2 . 1 _._2...- 3 4 212 ._ 516 ._ .4.... 3 4 2 3 ..._?_...- .2 41-5 213 I V ' N - 4. 617 3 415 f 1 2 3 l 7 8 3 2 2 2 1 2 1; 2 2 ,3 2 3 5 6 3 4 48.000 PSF ' 87, 128 110 126 138 ;448 AB .: 2 2Z8 2 1 2 1 2 2 2 ,.. 2;3 2 € 112 - 3 _ 31-4 2 1 ._ ....— 3;4 2 2 2 3 4'$ 2 ,_.. .._ 7 ..._ 314 1 2 213 4 _ 51i 3 ..._ .. 415 1 2 I r ...... 213 4 _ 617 3 4 {5 2 213 4 _ .. .... 618 3 _ 5�6 2 .. 313 4 _ 819 3 516 2 _ . 3 53.125 PSF J9 116 99 145 1144 125 334' 144 08 ;140 AB 2 2. 2 2 2: 2 - 2 2 3 �= " 3 2. 4i . 5 6 3 4 15 2 2 3 4. 6 t _ . 3 4 6 2 2 13 4 ii 8 3 5 6 2- 3 4 5` 81 3 617 2 3 4 2 2 1 . 1 1 2 21$ 2 3 2 2 ` 3 J 4 314 2 3 4 3 5 213 •• ••• • • •• • • ••• • • • • • � • • � • • • •: • • • • • • • • • • • • •• ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 4 - 5/16" ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING TESTED DIMENSIONS AT FULL DP. HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS -10" MAX. FROM TOP CORNERS 10" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3 INSTALL IN MIAMI -DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, INSTALL IN EITHER SUBSTRATE AT THE ANCHOR QUANTITIES OF THE ADJACENT TABLE FOR ANCHOR TYPE 4 USING THE DIMENSIONAL CRITERIA OF NOTE 2. 5. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE LIMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS. TABLE KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PRODUCT REVISED ua eam(eS7inwNb the Flardda ,12x0;: se Ra 30 .11 Z.t. D rVtexa • Road*: F.K FJC Rad FJC Cn ®Sp F.K etabz Rarer 7H6/D6 F 7/24108 Oats 2H2l67 tbilY /2 RaAlva 0 ledurs H Ca"c1a0BN JJ. • ADD DETAIL DESCRIPTION (NOT SUP 41TE9)• • • HEW SHEET,•t�PORADE71NDDEI4AI WRA • • • • • CORRECT OSSOYPES • ADD • • • • C"a 6/10 • • o 106 1 • • • • ••• 1070 LOGY DRNE FL 34270 ce. 1028 PI�O1A9, FL 34274 FIGT Vtd6 Better ANCHORAGE, 1/1 WINDOWS 7- ALUM. SINGLE HUNG WINDOW, IMPACT (SM) ENNatisht Salo NTS Bleak B d 10 Dwarf Na 4081 H Robert L. Clerk P.E. PE 039712 SUUChi�ral • • • • • • • . • • • • • • • • • • • • • • • • •• • •• • ••• • • • • ANCHOR QUANTITIES SUBSTRATE: ANCHORTYPE: FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 4. WAVDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 1-41.41:1 U a $� M 0 N U N Z - 8 U .p 2 8, M G N U N- Z 8 U " Z D''' N M § U N Z. 6 U Z 8" M W fV § U a Z - 8 <. X •- M W N * U N z@ U Z 8 � M O iV N �, �- O U wa�IDOwGLass WIDTH TYPE 19.125 PSF AB r � °.: 1 i l l 1 1 1 212 1 211 1 2rl 1 3 1 212 1 2 1 1 3 1 2 1 2 2 _Lc4 jcN 1 4 3 1 312 1 2'2 1 413 1 312 1 2 2 1 5 3 1 312 1 212 1 5F3 1 472 1 212 24.000 PSF _ 14 e, 1 f 1 1 111 212 1 211 _ 1 ....._. 1 . 3f3 212 1 2 1 tv, 1 372 1 ._..... 1 212 _ - . 413 1 312 1 212 1 5 4 1 4;3 1 212 1 61 1 3 _.. 212 1 6€4 1 . 413 . 1 _. 2J2 32.000 PSF • ,25- 117 137 147 AB 1 -- 1 1 :1:; 1 1 1 1 11 2; 2 2 1.. 2 1 2 3 3 2 3,2 1 2 2 2! 414 2 3 1 2 2 2 5 4 2 4 3 J 1 2 2 2 615 _2 413 1 312 2 715 2 514 1 2 2 1 312 715 514 312 37.000 PSF 111 123 133 ;x138 141 1 43: A B 1 2 ? Ell 1 ..... 3 1 Fil 1 3 ? 1 nano ■ 60' ■ ';103 111 mmn 3 3 mn . 4 3 �� 212.6 =8 3 12 • i 3 3 616 . 61 © 40.000 PSF : 118 126 431 134 AB 2 2 2 2 2 2 2 3 2 L 2 3 2 2 ,- 8 2 I 2 El 2 2 3;3 3 8 6 2 615 2 31 1 111 1j1 111 212 3,3 2 2 4;4 41312'2 5,5 414 3 2 8 =5 514 3,3 716 6 4 44.000 PSF 93 137 :4 117 123 125 126 141 AB �� 2 R 534 M�� 32 ' �1� 3 nn 434 312 6,6 46.000 PSF -50 73:::130 81 t19 - 101. 148.a — � 118 _ -119 438 � 2 nn 2 3 2 El 3 2 3 3 2 3 2 men py�g ib9Ea 2 2 mume 2: 2 4,. 4 Em® � mod 51 615 313 ®i7C �{� y 3 fE 4 3 53.125 PSF 46; cao 74 E31 - 83 135 147 - 107 1 _ 1.11 AB 2 �+1 3 4 © y � 4 4 2 p im .. rr � �ii7evlf E1 EMEE a 6 1 5 M ma � 4 ME 7 a 4'4 •• ••• • •• • • •• • • • • • • • • • • ••: •• • ••• ••S • •• • • • • • •• ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3- #12SCREWS 4 - 5118° ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING TESTED DIMENSIONS AT FULL DP. HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15' MAX FROM BOTTOM CORNERS 8" MAX BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI -DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, INSTALL IN EITHER SUBSTRATE AT THE ANCHOR QUANTITIES OF THE ADJACENT TABLE FOR ANCHOR TYPE 4 USING THE DIMENSIONAL CRITERIA OF NOTE 2. 5. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE LIMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS. TABLE KEY: HEAD 2 3 JAMB ABOVE MTG. RAIL + JAMB BELOW 1 MTG. RAIL Row48F FJC FJC flatadBF FJC • 1rEWSHEET4UP6RAD5)50 FJC macs 7/24/$ oeft 2112/07 Lblee 724/08 nz Rookate F O R�iYr< J.. ADD DETAIL su9w!77 p • DETIAICHOM[E • QDRRECT • f3 S•IYPE: a00 s i0 7RSle • • • • 1 _ S • • 810/08 • •• ••• • 1070 ECHNOLOOY DRIVE NeleaktIS. FL 34276 • �pp O. BO�X 678 NOKOMI3, FL 1 34274 Pc�T 4slG17 gene ANCHORAGE, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT (SM sNeoo WFS Stoat K 10 �� 4061 H Robert L dark, P.E. PE #39712 Structural • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •••• •• • • • • •• • • ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM WINDOW HEIGHT MINUS SASH HEIGHT TABLE 5. WINDOW HEIGHT MNUS SASH HEIGHT FROM TABLE 6. 1 -2. 2 1 - 2 2 2 a:6 5 100,- =146 2 2 2 2_ 2 2 2 2 1 1 1 2 2 2 3 3 59 100 . 86 144, 106 148 34 -93 110 0 132 2= 2 3_; 3 148 2 3 4 2 2 105 5 „'107 3 6 2 : -3 3 7 2 3 SUBSTRATE: - 17.172 ANCHOR TYPE: WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 A,B 48.000 53.125 A `144' c.) 8 t`8 ^ N Z GLASS N U TYPE U m o Z tai 8 ' 22.172 a �8 o PSF 41.f A,B 1 1 1 1 2 2 A,B 1 2 PSF'-76'= `130 PSF PSF A,B PSF AB PSF AB ='1 1 2 1 AB 27.172 32.172 1 3 1 3 z 8 2 PSF = 88 99 B 1 ` t ' 1 =' 1 2 1 2 2 f -_;1 1 2= 2 2 3 3 PSF 109 =93 -135 X108 - :'114 , 2 2 3 C7 ry 1 1 2 4 N z 8 3 2 4 3 a 2 2 2 37.172 O �8 1 4 N z �8 3 1 2 5 3 2 2 4 2 42.172 8 8 1 5 3 5 4 2 743;. e 2 3 128 47.172 55.926 clm- 1 5 N Z 4 6 5 2 6 r8 3 5 3 7 z 3 3 x"145 4 '129 4 5 5 3 5 • • •• • • ••• •• •• • : • • • • •: ••. * e : •e • • •e• ••S • •• • • • • •• ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 4 - 5/18• ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP. HEAD - 181/2" MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 3. INSTALL IN MIAMI -DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE NEXT PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, INSTALL IN EITHER SUBSTRATE AT THE ANCHOR QUANTITIES OF THE ADJACENT TABLE FOR ANCHOR TYPE 4 USING THE DIMENSIONAL CRITERIA OF NOTE 2. 5. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 6 78° MAXIMUM WINDOW HEIGHT. 7. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE UMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS. TABLE KEY: HEAD JAMB ABOVE MTG. RAIL 4 6 PDISS ICT SEYt6GA Milan Coda t SYY 4 12. Rea d ex FJC Ram Br FJC FJC FJC Dabs 1110106 Dabs 724!08 Dabs 2/12/D7 ODD 72400 Rarbdama F Rarlabaxa O JJ. • ADD DETAIL D NOT SU IT7 3P • of DET4 40HORDZE • • CORRECT G 4S9TYP4J0D :0 7 1113L • • • Dabs I+ • • . 8H0/0B • • e•• • 10740EpW01.00Y DRIVE ANWO& PL 34278 •B0.60X NOKOMrB. dr PL3427a Vidbh Be# ANCHORAGE CUSTOM VIEW ABOVE MTG. RAIL 7Ia ALUM. SINGLE HUNG WINDOW, IMPACT (SM) an. a� ' abet OHM I NTS 8 d 10 Da■wI. 4061 Rye H Robert L. Clerk P.E. PE 638712 Structural //X- ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • ••• • • • • • • • • • • • • • •• •• ••• • • ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYP BELOW MEETING RAIL (JAMBS), CUSTOM WINDOWS BASED ON SASH HEIGHT TABLE 6. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.108 < $ i ? �$ I. N P$o$�8v , " d $ <$3 � $ 8 � � 7 °g�$ � • WINDOW WIDTH MAX PSF � 19.125 -150 2 1 1 2 1 1 2 2 1 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -130 2 1 1 2 1 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 110 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 3 2 2 90 70 1 1 1 1 2 2 2 2 2 2 2 2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 Q 2 2 -50 1 1 1 2 2 2 2 2 2 2 2 24.000 -150 2 2 2 3 2 2 2 3 42 2 -130 2 1 2 3 2 2 3 2 2 UN U 2 110 2 1 1 2 2 2 3 2 2 2 -90 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 3 2 2 2 -70 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 -50 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 -150 2 2 1 2 3 2 2 4 2 1 2 1 i flPPPHI j 2 1 Z 2 2 37.000 � 3 130 2 2 2 4 2 © 2 5 5 4 H -110 2 2 2 4 3 2 3 3 4 -90 2 N IA ±J NIN 2 3 2 2 2 3 -70 2 2 2 3 2 2 2 4 3 2 50 1 1 1 2 2 2 2 2 2 2 o O O W O W 2 1 3 3 6 2 4 4 8 3 2 © 3 4 3 5 Q 5 4 ©IM 4 Eill 1 2 P i 2 2 -I4 2 INKIN 7 5 3 2 4 4 B 4 3 © 1 2 2 3 4 5 4 2 2 6 Z 3 Il 1 NUNN ANN HAN NH ©� 2 2 1 3 2 4 2 2 4 3 CIA 2 5 3 7 2 5 3 8 1 2 Rini 2 3 2 4 2 8 4 3 7 5 3 7 6 3 2 mum ©© 2 3 2 3 2 5 4 2 6 4 2 6 4 2 2 2 1 2 1 3 2 1 2 4 3 2 4 3 2 5 3 2 5 3 2 2 1 1 2 1 2 2 1 2 3 2 2 3 3 2 4 3 2 4 3 2 • :NN 1 2 2 2 2 1 © 2 1 0 1 u��"�t 2• 1 aMI E:2111 ®MIGEH 2 1 2 e171 3 1 1 2 2 2 2 3 2 2 3 2 2 3 2 2 �113� 2 E•'1' N'�i'� 1 a 3 ICII©NME211© 2 3 © ©�©©� 2 NA ©�© 3 5 2 3 2 NA 8 4 5 �© 3 3 3 2 ©0�©WE 2 NA 7 © 6 4 6 3 3 3 ©� 2 8 Q 4 6 b 4 4 3 3 OEM 3 2 2 . 1 R11+1 11 1 1 2 1 1 2 2 1 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ADD DETAIL DE (NOT SU6MRTL�P : • • 0 et* ,mo�ECrwoLaorc5NE WPM FL 34275 1529 i T. —� 7-- Visib �a"n ANCHORAGE CUSTOM VIEW BE IOW mARaDE•)NDDE ro • • NBV • • ; ; • ' • ! ' . ALUM. SINGLE HUNG WINDOW s r " ; • i W1 �'�` Salo NTS 9 d 10 �.a ••• • • • • • • • • • • • • • • • • • • • *60 • • • • • • •• •• •• •• •• • • ••• • • ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 4 - 5118' ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING TESTED DIMENSIONS AT FULL DP. JAMBS - 6"" MAX. BELOW MTG. RAIL 15" MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI -DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE PRECEDING PAGE TO TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, INSTALL IN EITHER SUBSTRATE AT THE ANCHOR QUANTITIES OF THE ADJACENT TABLE FOR ANCHOR TYPE 4 USING THE DIMENSIONAL CRITERIA OF NOTE 2. 5. SHADED SASH SIZE BLOCKS WITH 'NA' IN THE ADJACENT TABLE MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION NOT AVAILABLE FOR THIS MAX PSF. TABLE KEY: JAMB BELOW MTG. RAIL 2 OW MTG. RAIL IMPACT (SM) 4061 H nteriucT REVISED 965:1-,3 Co55 I )4 9onvisia9 e ra i - D' 6 .1 e ' :a crass PAW_ 0012 • • ••• ••• • • •• • • • • •••• • ••••• • • • • •a• • • • OPTIONAL 1x WOOD BUCK (SEE NOTE 3) 1/4° MAX �M SHIM DETAIL C 1 3/8° MIN. : v NOTES: CONCRETE ANCHOR • • • • • • • • • t Oj O F NORE.� ° EAPPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY OR 1/4 (SEE NOTE 1) 2x WOOD BUCK • • � ANCHOR • • • • • APPROV 0 TO CONCRETE EDGE IS 2 OR 1/4° SS4 CRETE -FLEX MINIMUM DISTANCE (SEE NOTE 3) (9! E:OTE 2� • • • 2. FOR, *OD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4' TAPCONS OR • • (WOOD) • 1/4" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE • • W'W S LLEIDIDIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° •• N • 8 , INSTALLATION • • 9`D NEEERRBD BY OTHERS OR AS BY AUTHORITY HAVIN RISDICTION. • • .• • • • • • rl. FOR ATTA PIMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF • • • • • 8S !3 5 D A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT 1/4" i 1/4°X SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE SHIM SHIM MET, THE RESPECTIVE DESIGN PRESSURES AND CONCRETE ANCHORAGE SPACING FOR 1/4" TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL 8. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. ® 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. DETAIL A DETAIL B TYPICAL HEAD ANCHORAGE C ] EXTERIOR INTERIOR * (BOTH HEAD DETAILS) CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1) (CONCRETE OR CONCRETE BLOCK) 1/4" MAX 1 3/8° SHIM MIN. 2x WOOD BUCK (SEE NOTE 3) WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2) (WOOD) 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE INTERIOR (BOTH JAMB DETAILS) EXTERIOR W� // DETAIL D ran.esp FJC 1110/05 Rwbb= F FJC 7!14108 RBT Detre FJC 2/1T1D7 aft FJC 10/4/01 Hakim O Reofbra J.L REVISE NOTE 1 REDRAWN, UPGRADED ANCHORAGE AND NOTES. ADD NO7E7. 8r14A76 10NTECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. BOx 1626 NORMS. FL 34274 Visibly Bette ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT (SM) aerlsakebt sitwO Sods Haft ft Half 10 d 10 4061 H Robert L Clerk P.E. PE 439712 S4eehael Paoe Bottom ••. • • • • • tC'r" •`bs . ` •ti•• • • • • • • •••• • • ONLINE CERTIFICATIONS DIRECTORY Design /System /Construction /Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field Issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. • • • • •Sae General fnnc?rmation 0'840-penetration Firestop Systems • • • • • , • • • •r!i • • • XHEZ.W -L -8030 Through - penetration Firestop Systems Through - penetration Firestop Systems System No. W -L -8030 November 26, 2001 F Rating — 1 and 2 Hr (See Item 1B) T Rating — 0 Hr �i:iala:7.Y 'u•. 6;ag fs, :a;.rro. a��Y�a�a4ttiN•>r� 441004-44*Af 004i.4#014.4,2 A A } SECTION A A 1. Wall Assembly — The 1 or 2 h fire -rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner specified in individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing to consist of steel channel studs, min 2 -1/2 in. wide and spaced max 24 in. OC. Additional framing shall be installed horizontally so as to form a 22- 5/8)n. wide'by 11= L(ol(Avrl7 e K , g-a.o ItOc sw 89 ¶ Davi p . 1533 z • • • • • • • • 13/16 in. high opening. The horizontal framing members shall be installed such that the flanges of the framing members are flush with the edges of the gypsum wallboard. B. Gypsum Board* — 1/2 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U400 Series Design in the UL Fire Resistance Directory. Max area of opening is 267.3 in. per square ft. with max dimensions of 22 -5/8 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Cable Tray* — Max 18 in. wide by max 3 -1/2 in. deep open ladder cable tray with channel- shaped side rails formed of min 0.065 in. thick steel with 3 -1/2 in. wide by 1/2 in. deep rungs spaced 14 -1/2 in. OC. One cable tray to be installed in the opening. The annular space between the cable tray and the periphery of the opening shall be min 1 -1/2 in. to max 5- 13/16 in. Cable tray to be rigidly supported on both sides of floor or wall assembly. 3. Cables — Aggregate cross - sectioned area of cables in cable tray to be max 40 percent of the cross - sectional area of the tray based on a max 3 in. cable loading depth within the cable tray. Any combination of the following types of copper conductor cables may be used: A. Max of 1/C -500 kcmil (or smaller) cable with cross - linked polyethylene insulation and jacket. B. Max of 100 pair No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and jacket. C. Max RG 11 /U coaxial cable (or smaller) with fluorinated ethylene propylene insulation and jacket. D. Max 2/C — No. 12 AWG (or smaller) cable with (PVC) insulation and jacket. • • • • • • e Throw h- Ppetrants — Two pipes, conduits or tubes to be installed within the opening. The space between pipes, conduits sr tsibessshall be nom 11 -5/8 in. The space between pipes, conduits or tubes and periphery of opening shall be • • Ain 1 in. td max S -7/16 in. The space between the pipes and cable tray shall be nom 1/2 in. Pipe, conduit or tubes to be • • rigidly su: ortedi n both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be • • used: • •• •• • • ke Steel Pipe — Nom 4 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. • •• • •••• • • • • o p! Iron Pipe — Nom 4 in. diam (or smaller) cast or ductile iron pipe. • C. Conduit — Nom 4 in. diam (or smaller) electrical metallic tubing or steel conduit. •••• • • • • • •• • • •• • • • • Dt Copper Pipe — Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. ••••• • •••• E. Copper Tubing — Nom 4 in. diam (or smaller) Type M (or heavier) copper tubing. Of the two through - penetrants, only one through - penetrant shall have a nom diam greater than 3 in. In addition, one nom 2 in. diam (or smaller) electrical metallic tubing or steel conduit may be installed within the cable tray (Item 2). The conduit or tubing shall be spaced a nom 1 in. from the side rail of the cable tray and a min 1 in. from the cable bundles. 5. Firestop System — The firestop system shall consist of the following: A. Fill, Void or Cavity Material* — Mortar — For 2 h fire -rated assemblies, min 4 -1/2 in. thickness of fill material installed flush with both surfaces of wall. For 1 h fire -rated assemblies, min 3 -1/2 in. thickness of fill material installed flush with both surfaces of wall. Mortar to be mixed at a rate of 2.7 parts dry mixture to one part water by weight in accordance with the installation instructions supplied with the product. COLUMBIA MBF — FSI 600 -MO B. Packing Material — (Not shown) — As an option, in 2 h fire -rated assemblies, one 3 -1/8 in. diameter hole can be drilled through the mortar (Item 5A). After the mortar cures, on nom 2 in. diam EMT (or smaller) shall be centered within the opening. A min 4 in. thickness of 4 pcf mineral wool batt insulation shall be firmly packed into opening as a permanent form. Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of, fill material (Item 6D). C. Fill, Void or Cavity Material — Caulk — (Not shown) — Min 1/4 in. thickness of fill material applied within annulus on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the penetrating item. COLUMBIA MBF — FSI 510 -NS • • Last Updated on 2001 -11 -26 *Bearing the UL Classification Mark Questions? Print this page Notice of Disclaimer Page Top The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2010 Underwriters Laboratories Inc. ®" An independent organization working tor a safer world with integrity, precision and knowledge • • •••• • •• • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• • •••• • • • • • • • • •• •••• • • • • •••• • • • • • •• • • •• • • • • • • •••• • • • Copyright (E) 2010 Underwriters Laboratories Inc.® PROVIDE MUNIPAL PROCESS NUMBER HERE F Z Z o a C o o a. ., 2 �y Job Address I f � z 4 14 �, cc Z oo o p 8 ? Contractor No C3 Co i Last four (4) digits of Qualifer Contractor Name _t. . ✓ o. Foli It— —050 7. I W Y_ Lot Block Qualifier Name >_,✓ - �11 _ ( _ • Subdivision PB Add 2 .' :- . 1 Metes and bounds City &O RS State Zip X3138 TYPE OF IMPROVEMENTS [ ] New Construction Vacant Land [ 1 Alteration Interior [ ] Alteration Exterior [ ] Relocation of Structure [ ] Enclosure [ ]Repair [ ] Repair Due to Fire [ ] Demolish [ ] Shell Only [ ] Addition Attached [ ] Addition Detached [ ] Re -Roof [ ] Foundation Only Current use of property p p ny acYny,t Description of Work Sq. Ft. ! j35 Sf Units Floors Value of Work s t .000 PERMIT TYPE [V4MBLD" Category 01 REVIEW STATUS [ ] Chg. Contractor [ ] Re -Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire OWNER'S NAME OwnerM L ' 04/ m , y e► WNW Address i1W NIg M5 St N' City .Ili , -1 L State VI. Zip [ ] MELE Phone [ ] MLPG Last four (4) digits of Owner's Social Security No. [ ] MMEC [ ] FIRE PERSON TO PICK UP PLANS yy rr r Name t�A I�7 C + r' >/ ay4 ARCHITECT / 'ENGINEER Owner Address Address 1f City State 1 t � City Q mt State Al.... Zip 2)3 YOM _Zip Phone PhonWe 44.2161 s 3 I ° j gc.is € 00 (..0 FIRE SPECIAL REQUEST PLAN REVIEW (SRI) 1 am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each additional hour in addition to the review fees. Minimum charge one -hour. 1 st Request: Date: 2nd Request: Date: 3'd Request: Date: (DERM OPTIONAL PLAN REVIEW (OPR) I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional review fees may apply. 1at Request: Date: 2nd Request: Date: 3rd Request: Date: 123_01-192 12/09 NOTE: ALL SHEET MUST BE REVIEWED MIAMI -DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANC D PAJ dIEN Herbert S. Saffir Permitting and Inspection Center �� 11805 SW 26th Street (Coral Way) • Miami, Florida 33175 -2474 • (786 31 -2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE AND /OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT Oc BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING — COMMERCIAL MBLD 02 SUB — GENERAL BUILDING — RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES - MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK —IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 011.Q WATER MAIN MBLD 0111 SITE PLAN' MBLD 0112 ` ' a ` INDOOR EVENT /EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS ,MLPG. 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS /STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS /PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE