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HomeMy WebLinkAboutSUBMITTED PAPERS03A/2009 11 : 31 7724621 r ", WINDOWS, SKYLI ST LUCIE CO St. Lucie County Building & Zoning Department 2 PAGE ©1 Permit `umber: /Vim. 300 Virginia Avenue Fort Pierce, FL 34982 SCAN[VED 772.462-1553 BY TION FOR REPLACEMENT OF St �UCie Count, TS, DOORS & OVERHEAD GARAGE DOORS SEE REVI'RSLSIDS FOR INSTRUCTIONS DATE: 1. LOCATION/SITE ADDRESS: _.7 , aS 2. PARCEL ID NUMBER: 0,30'ex, SECT TWP RNG MAP I I ZNG LU rN1T 3. DESCRIPTION OF PROJECT OR W ,p RK ACTIVITY:�� n Yl-i 2�d_76�5 ` 4. TYPE OF STRUCTURE: SFR M BILE HOME OTHER 5. OWNERS INFORMI0 6. CONTRACTOR'S INFORMATION Nwme: a► FL Reg/Cert #t: L". jr 6ZZ � 3 Address: D 'J %!i'I City: �P✓r State: C County Cert M; �, / 3`7,5% I Business !dame: Zip: Phone: -1-•J 32-/9YO Opening Design Pressure Design I Windows, Swing Doors, A.S-C-E - Sl�ylights, .Fixed Glass 7 Pressure Manufacture) Model of , ffI Method of Attachment # Product Florida Product Approval It 120 mph 30 mph 1 mph -Of22,o3 Windows & S l hts r(o l0 O j 2 �• Ex o6ure B Ex oFure C Overhead Garage Doors < 30' - F.B.C. Tahlc 1609.6 (1) + 609.6 (2) i -= - I I B- Size C- Size 7. VALUE OF CONSTRUCTION: 5 2` (� ? v FOES DUE: RECEIPT: OWNERS nFFlnnvl7: I certify that all Of the information contained in this application is correct and that a)l work will be done in compliance with all applicable I 1ws regulating construction and zoning. PRINT QUALMERVOWNERS NAME SIGNATURE OF QUALIFTER/OWNER STATE OF FLORIDA, l�L. 1CKNOWLEDGFIDHFYOREM THIS /' DAY OF arA IS PM -L y ICNO�A V ME OR WHO PRODUCED AS IDENTI'MCATi N. S UR F NOTAR TYPE OR MrNI1�T �N,�AM�ijE}�yOqT* NOTARY TrrLE. NOTARY PUH�� COMMISSION , tlw 1 ^ "+�WQ-STATE OIL'FLORM, i •�� ron �ieston #DD854 Bofflmn tyl ; ' B G' 20 G r ' SPECIAL -SERVICES CUSTOMER INVOICE 0 0283 FT PIERCE Phone: (772) 489-3688 5880 OKEECHOBEE RD Salesperson: JM67CP FORT PIERCE, FL 34947 Reviewer: a: Nye }tone Phwe • HAYDEN TONYA/RYAN (772) 532-1740 Hostess 7605 PENNY LANE w'*p"ow- • C4nmrY "3" • Orf FORT PIERCE axoes« m DOOR INSTALL s'2x FL 7'p 34951 °o'm INDIAN RIVER 0 �r N m m N Page 1 of 7 NO. 0283-203618 ----------------------------------------------------- REPRINT :201 G-08-3010:08 NSTALLEF :DELIVERY*1 _ _ _MERCHANDISE We reserve the right to limit the quantities of merchandise AND SERVICE SUMMARY sold tocustomers REF # 101 STOCK MERCHANDISE TO BE DELIVERED: -- _- _-- _- _ --=�ESCFtIP.-`f(Z3N - - -= - TA`X -=:_PA :EXTENSION =- R05 565A47 18.00 LF CASING WM366 PFJ 11116X2-1/4 N O $0.78 $14.04 R06 155-395 3.00 EA 1X4-8 PT APPEAR WEATHERSHIELD $2.97 $8.91 -R07. 262-677 18.00 LF BRICK WM180 PFJ 1-114X2 rej $1.69 $28.62 R08 928-919 1 3.00 PC 1X6-8 SELECT PINE RADIATA N $15.22 $45.66 R09 927-465 3.00 LF STOP WM937 PINE 7/16X1-1/4 N $0.59 $1.77 R10 245-908 3.00 EA TRIM PLANK WHITE VINYL 1INX41NX12FT N $19.95 $59.85 R11 245-750 1.00 EA TRIM PLANK WHITE VINYL 11NX61NX12FT N $32.79 $32.79 R12 155-395 4.00 EA'I 1X4-8 PT APPEAR WEATHERSHIELD N $2.97 $11.88 R17 1 231-785 1.— EA E/0 MD 5-518`X1-1/8-X36'AQJ SILL- N $19.89 $19.89 3/0 - MDSE TO BE DELIVERED: 5 ESTIMATED ARRIVAL DATE: 09/11/2010 P.O. #83560918 _ - _ - - - - --_ -_ _ =_= -_ - ESRIPTION: _::::_ _ _- __`_° - - =:_=.- _.-__-=:: = : _: TAX °:::PRiC.E_EACFi- -- ° :EXTENSION:=- V m N � v o �,o N Check your current order status online at i www.homedepoLoomforderstatus Page-1 of=7 - I1I0.-0283-20361 =Customer -Cody_ :____: SPECIAL SERVICES CUSTOMER INVOICE -Continued 0 C •.: N O 0 a cD 0 t- N am m N N o- 0.t w Last Name: HAYDEN Page 2 of No. 0283-203616 INSTALLER DELIVERY 91 (Continued) REF #101 S1501 723-001 1.00 EA / <> R.0.:38 1/4' X 82 1I8' I (ill)<> R.0.:38 1/4' X 82 118', N $328.00 $328.00 .. ROD UCT CATEGORY:ENTRY DOORS'PART NUMBER:MZ D 2B *EVERYDAY LOW PRICE ITEM_YES'CONFIGUAATION:SINGLE PA W'VERSION:7.1.9'P 00 PREHUNG-FIBERGLASS DOOR TYPE:SMOOTH WHITE'SWING:RIGHT HAND INSWING'SLAB WIDTH:36"SLAB HEIGHT S1502 723-001 1.00 EA I (CONTINUED) l (CONTINUED) :80"RO WIDTH:38 1/4"RO HEIGHT:82 N $0.00 $0.00 118"FINISH:SMOOTH'G LASS:MEDI NA'CAM I NG: ZI N C'SLAB: FAN LITE'JAMB TYPE:PRIMED WHITE'JAMBA 9/16"SILL:COMPOSITE ADJUSTABLE: MILL FIN ISH'ACTiVE:DOUBLE BORE'OEADBOLT PREP SIZE:2 118"BACKSET:2 318"B R S1503 723-001 1.00 EA / (CONTINUED) /(CONTINUED) N $0.00 $0.00 ICKMOLO:NO'MAILSLOT:NO'PEEPSITE:NO'LEAD:14 OAYS'PART NUMBER:MZ D 2B •REGION:COASTAL'TAX CREDIT STATUS:YES'BASE'BASE PRICE: SINGLE PREHUNG TOTAL PRICE: 328.00 VENDOR - SPECIAL INSTRUCTIONS: 7.1.9:: SJO-_MDSE TO BE DELIVERED:-_____-_.__ _ S16--------- ESTIMATED ARRIVAL -DATE: 091=010 P:O: #83560919 -_---- =.REF #- :: =':... SKtI.=: _ _�=.QTY;_:_ .UM- =: =,_ _== _ - _ - DESG IPTION: _ - _:... ;• , A TAX- _ _ _ - - _ - -- FRI;CE--EbCH- -EXTENSION.: S1601 273-730 1.00 EA 71 1/2' X 79 31/ <> FRENCH PATIO DOORS 171 1/2' X 79 3l4' (#1)<> 71 112' X 79 N $825.00 $825.00 OW MA 314':IPRODUCT CATEGORY=PATIO DOORSIMANUFACTURER=TM WINDOWSJPRODUCT TYPE=FRENCH PATIO DOORS MATERIAL=ALUMINUN1IPRODUCT LINE=FRENCH PATIO DOORS PRODUCT=FRENCH PATIO DOORSIPRODUCT STYLE=NON- 1.00 EA IMPACT PRODUCT C S1602 273-730 71 112' X 79 3/1(CONTINUED) I (CONTINUED) ONFIGURATION=DOUBLE N $0.00 $0.00 PANEL{SERIES=230 NON -IMPACT FRENCH PATIO DOORSISWING=LEFT ACTIVE OUTSWINGILOCKING ST1fLE=8TANDARD DOUBLE BOREIEXTERIOR FINISH=WHITE PPG POLYCRON III ENAMELIINTERIOR FINISH=WHITE PPG POLYCRON III ENAMEL FRAME S - S1603 273-730 1.00 EA 71 112' X 79 31 / (CONTINUED) / (CONTINUED) IZE WIDTH (TIP TO TIP) =71 N $0.00 $0.00 1/2'IFRAME SIZE HEIGHT (TIP TO TIP)=79 314-ICALL SIZE--60681GLASS TYPE=TEMPERED SAFETY GLASS GLASS TREATMENT OPTION=CLEARIGLASS TINT=CLEARIGLASS THICKNESS=3/16- NON -IMPACT TEMPERED GRILLE STYLE=NONE HAND Nklid I NEXT PAGER- - m - 0 N N O O ch N I C7 .a Page2oL7 _ Nlo...0283-20361fi_to_meLCo�y=—__.:-___ SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: HAYDEN N 0 o t: c INSTALLER DELIVERY #i a' (Contnued) REF #IOi S1604 273-730 1.00 EA 71 112' X 79 3/1 (CONTINUED) /(CONTINUED) LE=NOT o INCLUDED HARDWARE=NON-CORROSIVE FLUSHBOLTS 8 HINGES �r INCLUDED SKU=273730 / S/O PATIO I BASE m VENDOR - SPECIAL INSTRUCTIONS: 1.4.0:: er N N Page 3 of 7 No. 0283-203616 N DELIVERY INFORMATION: I DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION # 101 AT TfME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL SIO MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. _INSTALLATION- =- REF# 101 —..E.STI MATED- INSTALL BEGIN DATE: - 0812812010 ------ESTIMATE D-INSTALL END DATE: 09/2712010 MERCHANDISE TO BE INSTALLED; E, w -- -- -Q R05 565-447 - - 18.00 LF CASING WM366 PFJ 11/16X2-1/4 - R06 155-395 _ 3.00 EA 1X4-8 PT APPEAR WEATH ERSH I ELD n arc w a; w '" R07 252-677 18.00 LF BRICKWM180 PFJ 1-1/4X2 A08 928-919 3.00 PC i X6-8 SELECT PINE RADIATA R09 927-465 3.00 LF STOP WM937 PINE 7116X1-1/4 R10 245-908 3.00 EA TRIM PLANKWHITE VINYL IINX41NX12FT R11 245-750 1.00 EA TRIM PLANK WHITE VINYL 1INX61NX12FT Al2 155-395 4.001 EA I 1X4-8 PT APPEAR WEATHERSHIELO R17 231-785 1.00 EA E/O MD 5-5/8'X1-ll8'X36'AdJ SILL -MIL S1501 723,001 1.00 EA <> R.0.:381/4' X 82 1/8' Si502 723-001 1.00 EA CONTINUED S1503 723-001 1.00 EA fCONTINUEDI m 0 N N 0 Co N---��— — — — —��— ----�4 — N I C.7 $0.00 Page_3_of2 NO.- 0283-20361_6 _— - ----Gustomer-Copy= SPECIAL SERVICES CUSTOMER INVOICE - Continued ti O O O O a kcrin a, E- Fl. Last Name: HAYDEN Page d of 7 No. 0283-203616 INSTALLATION #1 ( �` REFS101 S1601 273-730 1.00 EA <> FRENCH PATIO DOORS S1602 273-730 1.00 EA CONTINUED S1603 273-730 1.00 EA CONTINUED S1604 273-730 1.00 EA CONTINUED BASIC INSTALLATION LABOR: SKU DESCRIPTION OTY UM TAX PRICE EACH EXTENSION. 140-762 /PREHUNG DOOR UP TO 36 X 80 1.00 EA N $297.00 $297.00 'OPTIONAL LABOR SELECTED INCLUDES: .. DESdRIP-TIOIV : - _ OTY - UM - TAX --PRICE'EACH EXTENSION - 34 INSTALL ADDITIONAL_ NEW PRE HUNG DOOR UNIT UP TO 72'X80'- SAME ADDRESS, 1.00 EA N $420.00 $420.00 SAME TIME (REPLACEMENT ONLY -INCLUDES DOUBLE DOORS AND SINGLE DOORS LMTH 1-2 SIDELITESV- 52 ...EXTENSION_ JAMBS CUSTOMER TO SUPPLY MATERIAL)/.00 ....__.... _.$50.00 CUSTOM LABOR SELECTED INCLUDES: i:. _ ='= "' = =_= = >-- ` . ___ =.::=' c= _ _ :: = ::_'=_::= DESCRIPTION_' :.. _":_:: .:.:.::.. . :: -:; _ : - . _'• _ = _ -_= QN�___ UM-, ;. _ TAX CE- H PRIATION- TENS-ON I CUT TILE 1.00 EA N $50.00 $50.00 2 SILL PLATE 1.00 EA N $35.00 $35.00 3 REBUCK DOOR 1.00 EA N S50.00 50.00 4 CUT OUT DOOR & REMOVE STUCCO 1.001 EAI N $60.001 $60.00 5 IJAMB EXTENSION 1.001 EAl N $50.00 $50.00 INS7ALLATIId) N SITE NAME IHAYDEN. TONYA/RYAN INSTALL LABOR CHARGE: $1,012.00 ADDRESS: 7605 PENNY LANE TRIP CHARGE: $0.00 ,r,ITY: FORT PIERCE STATE: FL ZIP: 34951 4UNTY: INDIAN CREDIT FOR DEPOSIT/MEASURE: $50.00 RIVER SALES TAX RATE: 7.000 TAX: Nerchandise - N LABOR - N r $962.00 PHONE: 72 532-1740 ALTERNATE PHONE: BASIC INSTALLATION LABOR INCLUDES: ...DELIVERY BY INSTALLER OF ALL JOB -RELATED MATERIALS WITHIN ..ADJUST DOOR TO ENSURE PROPER OPERATION! 30 MILES OF STORE _JNSTAL L NEW INTERIOR CASING AND EXTERIOR' m O - N N O O N I ICKMOLD Page 4of-7 - .NO.. 02M21036i=6— m 0 N N W O N I In N 1 U' Q SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: HAYDEN Page 5 of 7 NO. 0283-20361 fi INSTALLATION #1 (Continued) REF #101 ...REMOVE AND HAUL AWAY EXISTING DOOR UNIT ...INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT ...INSTALLER TO PROVIDE NECESSARY FASTENERS,SHIMS,& CAULKING ...INSTALL LOCKSEf, DEADBOLT, PEEP HOLE, MAIL SLOTS, DOOR - KNOCKER, KICK PLATES AND/OR HANDLESET (CUSTOMER PROVIDES) NOTE: SOME HARDWARE CANNOT BE INSTALLED ON SPECIFIC ODORS OR STEEL DOOR UNITS. ...DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS DOOR BEING REPLACED (CUSTOMER PROVIDES IF NOT PROVIDED BY MANUFACTURER WITH DOOR UNIT). ...INCLUDE NON —COLORED STUCCO PATCH TO REPAIR MINOR CHIPS AND CRACKS RESULTING FROM REMOVAL OF DOOR. (FOR LARGER STUCCO REPAIR, SEE OPTION PRICE LIST). ...JOBSITE CLEAN-UP AND INSPECTION OF FINISHED JOB WITH CUSTOMER UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: ...INSTALL DOORS OVER WIN HEIGHT OR 144' IN WIDTH ...PLASTER, DRYWALL OR SIDING WORK ...INSTALL FIXED ARCHED TRANSOM LITE IN EXISTTNG OPENING ...RE•INSTALL EXISTING CASING OR BRICKMOLD REPAIR CARPENTRY TO EXISTING OPENING (LIMITATIONS APPLY- SEE SPECIAL ...DISCONNECT AND RECONNECT SECURITY SYSTEMSA1fIRING NOTES) T E ...INSTALL MORTISE LOCKS —WOOD DOORS ONLY (CUSTOMER PROVIDES) ...STRUCTURAL WORK ...PAINTING OR STAINING SPECIAL NOTES: "'HOW THE PROCESS OF PURCHASING AN INSTALLATION WORKS: I. SELECT NEEDED MERCHANDISE WITH A HOME DEPOT ASSOCIATE. 2. BASED ON YOUR ESTIMATE OF THE DOOR'S DIMENSIONS, WE WILL ESTIMATE THE TOTAL COST OF YOUR INSTALLATION. IF ACCEPTABLE, YOU WILL PAY A FEE FOR AN INSTALLER TO CONDUCT A SITE INSPECTION PRIOR TO PROCESSING YOUR ORDER. I. THE INSTALLER WILL SCHEDULE THE JOBSITE INSPECTION TO i VERIFY- HE WORK AND MATERIAL REQUIRED. AFTER THE INSPECTION, WE WILL UPDATE YOUR QUOTE NOTE: THIS AMOUNT CAN CHANGE DUE TO SPECIFIC CONDRIONS WITH YOUR INSTALLATION. 4_ WE WILL ORDER VAl IR lAATCRlet ne IT is eeeriwI OTHER PARTS OF THE HOME IS A NATURAL OCCURENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. "'AFTER YOUR INSTALLATION: ...YOU WILL HAVE TO IMMEDIATELY PAINTOR STAIN ALL DOORS AND TRIM SURFACES TO MANUFACTURER'S SPECIFICATIONS ON UNFINISHED OR PRIMED MATERIAL— ... UNFINISHED WOOD OR OTHER DOOR MATERIAL CAN SPUT, WARP, OR DETERIORATE IF NOT PROPERLY FINISHED. FAILURE TO DO THIS CAN VOID THE PRODUCT WARRANTY AND WE CANNOT GUARANTEE THE INSTALLATION. REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND MAINTENANCE INFORMATION. "'OTHER INSTALLATION EXPECTATIONS: Page-5 ot�NO.=0283-20361.E = -- -- - - -- ----- _ C-00 1omei copy-------- SPECIAL SERVICES CUSTOMER INVOICE - Continued r 0 o ' INSTALLATION #1 a' (Con&ued) REF #101 AFTER YOU PAY THE BALANCE OF THE PRICE FOR MATERIAL AND CDINSTALLATION. WE WILL GIVE YOU AN ESTIMATED LEAD-TIME N THAT MAY CHANGE BASED ON THE AVAILABILITY OF THE PRODUCT. m 5.ONCE THE MERCHANDISE IS AVAILABLE FOR INSTALLATION, THE INSTALLER WALL CONTACTYOU WITHIN TWO WORK DAYS AND SET A DATE FOR THE INSTALLATION. —BEFORE YOUR INSTALLATION - ...IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE Ff DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, ff WALL NOT BE RECONNECTED AS PART OF THIS INSTALLATION ...ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA- -DURING YOUR INSTALLATION: ...AN ADULT OVER 18 YEARS OF AGE WATH THE AUTHORITY TO MAKE DECISIONS ABOUTYOUR INSTALLATION MUST BE PRESENTDURING _THE JOBSITE INSPECTION AND INSTALLATION --- -------------- — ...CHILOREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA. ...IT MAY BE NOISY DURING THE INSTALLATION OF YOUR DOORS. ..:THE INSTALLER WILL HROOM CLEAN THE IMMEDIATE WORKAREA F 0 BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUSTIN w A £--:INSTALLATIQN-#==_ a w `IASIC INSTALLATION LABOR: 140-762 1 EXTERIOR DOORS - NAT/PR INSTAUlATION�SITE-NAME HAYDEN 0 0 0 cn N I U' Page-6.Ofl-- 02837203616 Last Name: HAYDEN Page 6 of 7 No. 0283-203616 ...CANCELLING APPOINTMENTS WITH I NSTALLERS OR MISSING SCHEDULED APPOINTMENTS WILL LEAD TO ADDITIONAL CHARGES. ...IF UNFORESEEN LABOR IS NEEDED (E.G., REPAIR DAMAGE FROM WATER OR TERMITES. ELECTRICAL OR PLUMBING PROBLEMS), THERE WILL BE EXTRA CHARGES. IN SOME CASES, THIS LABOR MAY NOT BEAVAILABLE FROM HOME DEPOT AND THE CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO COMPLETE THE WORK- ... THE INSTALLER WILL PROVIDETHE MANUFACTURER'S PRODUCT MANUAL AND WARRANTY CARD TO THE CUSTOMER. PLEASE REFER TO THIS FOR WARRANTY REQUIREMENTS AND MAINTENANCE RECOMMENDATIONS. —SERVICES NOT AVAILABLE WITH THIS INSTALLATION PROGRAM: ...ELECTRICAL WORK ...PAINTING OR STAINING OF DOORS AND TRIM MOLDINGS :. WORK ON SUNDAYS"OR HOLIDAYS -- - - -- — -- ...RE-INSTALL EXISTING INTERIOR OR EXTERIOR FINISH MOLDINGS ...STRUCTURAL WORK - REPAIR, INCR EASE OPENING SIZE, ETC. ESTIMATED INSTALL BEGIN DATE: 08/28/2010 CAI offi DOOR UP TO 36 X 80 -. E ESTIMATED INSTALL END DATE: 09/2M010 EAINI INSTALL. LABOR .00 --------CbstoI118CGo ---1- -- SPECIAL SERVICIES CUSTOMER INVOICE - Continued 0 0 N 0 0 a Last Name: HAYDEN Page 7 of 7 No. 0283-203616 O O N C7 Page 7 of-7----No.-0283 FY ---------_—.-_-�-=---_-=---= - --= _ �av Ty 2-q q L'i 3 2 )(S-li 3)XS-q vi 7-3 X �l G �Y�C)6im RaoF k-k- 1. 14 0 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Trinity Glass International 4621 192th Street East Tacoma, WA 98446 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.buildingeodeonline.com 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. TiFQF'A7,P'Y'Tf1N•-��Prnmie�m��-Fib = R"-incwina rla eed'Fibernlass-Door w/ and w/o Sidelites. APPROVAL DOCUMENT: -Drawing No: S-2582, titled "TO x 6' 8 Glazed Premium Fiberglass Door Inswing `Non -Impact' ", sheets 1 through 9 of 9, dated 08/17/05, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturers 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA_NNo 051-692716Y, o Y Expiration t •'AF r r* 2011 Approval a• ri1�27.k200 Page 1 Trinity Glass International NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S-2582, Sheets 1 through 9 of 9, titled "3'0 x 6'8 Glazed Premium Fiberglass Door Inswing `Non -Impact' ", dated 08/17/05, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of TO x 6' 8 "Premium Glazed Fiberglass Door, prepared by Testing Evaluation Laboratories, Inc., Test Report No. TEL-05-0907-1, dated 09/07/05, signed and sealed by Wendell W. Haney. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, dated 09/15/05, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Test Report No. ETC-05-781-17122.0, prepared by ETC Laboratories., issued to Trinity Glass International, dated 10/19/05, Polyurethane Foam, tested per ASTM D2843 "Self Ignition Temperature"; ASTM E84 "Flame Spread Index", ASTM E84 "Smoke Developed Index", signed and sealed by Joseph Labora Doldan, P.E. 2. Notice of Acceptance No. 05-1206.01 issued to Trinity Glass International, for their Unfinished Fiberglass Door Skin approved on 03/02/06 and expiring on 03/02/11. 3. Notice of Acceptance No. 02-0429.11 issued to Trinity Glass International, for their Trinity Lite Frame approved on 07/3102 and expiring on 07/03/07. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 09/15/05, signed and sealed by Lyndon Schmidt, P.E. 2. Statement letter of no financial interest, dated 07/21/05, signed by Andrew Na. G. OTHER 1. Letter from the consultant, dated November 10, 2005, stating that the product is compliance with the Florida Building Code (FBC . Manuel P. E. Product Contr I Ex iner NOA No-0922.03 Expiration Date: April 27.2011 Approval Date: April 27.2006 E-1 I N T E R N A T I O N A L 4621 192nd STREET EAST TACOMA, WA 98446 TEL: 253-875-7300 FAX: 253-875-7301 3'0 X 6'8 37.50" MAX. OA 105.00" MAX. O.A. FRAME WIDTH FRAME WIDTH 35.81" MAX. 15.50" MAX. O.A. FRAME WIDTH PANEL WIDTH 21.00" 6.84" 21 D.L.O._ AI 41 rD. 0j I I I D.L.O. GLAZED PREMIUM FIBERGLASS DOOR INSWING NON -IMPACT GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE INCLUDING THE "HIGH VELOCITY HURRICANE ZONE". 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 WHEN USED IN THE PRODUCT IS REQUIREDI TO BGH E PROTECTED HURRICANEOCITY WITAN ZONE" IMS PACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1626 OF THE FLORIDA BUILDING CODE. 4. WHEN USED IN AREAS OUTSIDE OF THE "HVHZ" REQUIRING WIND-BORNE DEBRIS PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE. 5. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 6. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING ANALYSIS. 7. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. S. FOR DESIGN PRESSURE RATING SEE CHART UNDER EACH PRODUCT ELEVATION. 9. 'THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). UNIT SHALL BE INSTALLED ONLY IN NON -HABITABLE AREAS OR AT HABITABLE LOCATIONS PROTECTED BY AN OVERHANG OR CANOPY SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES." TABLE OF CONTENTS 1 TYPICAL ELEVATION DESIGN PRESSURES & GENERAL NOTES 2 IHORIZONTAL CROSS SECTIONS 3 HORIZONTAL & VERTICAL CROSS SECTIONS 4 FRAME ANCHORING 5 FRAME ANCHORING 6 FRAME ANCHORING 7 FRAME ANCHORING & GLAZING DETAIL 8 COMPONENTS 9 BILL OF MATERIALS & COMPONENTS (TYP) w 22 v 1 T_ 2 0 = - ..� / I -' 0-- a2 I 21 v 4 w c: I /Iq � 1N0 0 o i L 1 n 21 SINGLE DOOR .DESIGN PRE_SS_URE (PSF) +_47.00 -47:00 53.00" MAX. O.A. yl 13.87" FRAME WIDTH PANEL WIDTH 6.84" 21.00" MAX. MAX. D�L.O. D.L.O. I �- 0� a w Q v 8S2w o w , =X: < f�X o 2 0 v m coo L 0 r 0 3 v 3 DOUBLE DOOR W/SIDELITES BOXED DESIGN PRESSURE (PSF) +47.00 1 -47.00 2 n g � m l y 5i o= i g .9 a j V •2 p � VI ozm K GU 67.50" MAX. O.A. 74.00" MAX. O.A. FRAME WIDTH FRAME WIDTH 21.00" 1 6.84" 21.00" MAX. I D.L.O. I [D.L.O. D.L.O. SINGLE DOOR W/SIDELITE SINGLE DOOR W/SIDELITES n- /fin TInu In1 IQ ucen R. ¢0 I ROMM /CONTINUOUS HEAD & SILL DESIGN PRESSURE (PSF) C.H.S. +47.00 -47.00 BOXED +47.00 -47.00 DESIGN PRESSURE (PSF) C.H.S. 1 +47.00 -47.00 BOXED +47.00 -47.00 DOUBLE DOOR DESIGN PRESSURE (PSF) +47.00 .47.00 n om 08/77/05 woL'. N.T.S. Jan. By: EW CHK. By. LFS S-2582 1 or INTERIOR EXTERI R INTEROOF EXTERIOF .14" MIN. CTR—SINK 0.25" MAX. �� SHIM SPACE TYP. _ T \ HORIZONTAL CROSS SECTION J INSWING CONFIGURATION 48 11.14" MIN. PENETRATION L/ NT RI 1' A RIOR 41 17 37 12 10 .14" MIN. 21 CTR—SINK 48 1.14" MIN. PENETRATION 2 \ HORIZONTAL CROSS SECTION �2 INSWING CONFIGURATION 3 HORIZONTAL CROSS SECTION 2 INSWING CONFIGURATION INTERI R EXTERIOR 3 1_ U TR MIN. r`.. jl ,j� CTR—SINK 1.14" MIN. PENETRATION 4 HORIZONTAL CROSS SECTION 2 INSWING CONFIGURATION RIOR 41 49 8 48� •�.Y• "'' y.t� .c. 41 1 37 10 37 2 CTR—SINK 6 12 21 EX7ERI_ 1.14" MIN. PENETRATION 5 HORIZONTAL CROSS SECTION 2 INSWING CONFIGURATION NOTES: 1. STRIKES FOR LATCH & DEAOBOLT ATTACHED TO ASTRAGAL WITH 10-32 X 5/8" — 2 EACH. 2. BOTTOM AND TOP ASTRAGAL BOLTS 19-1/2" X 0.313' DIAMETER. 3. ASTRAGAL ATTACHED WITH (10) #8 X 1" PFH DRYWALL SCREWS, (2) ® 2.5',. (1 0 3.5", (1) 0 10.375", (1) 0 IS.375 (1) 0 26.25", (1) 0 34.25 (1 0 44.25 , () 0 77.25" 4. LOCK SET LOCATED 0 33.125" FROM BOTTOM OF DOOR PANEL. 5. DEADSOLT LOCATED 0 38.625" FROM BOTTOM OF DOOR PANEL 6. HINGES (3) LOCATED 0 8.5" FROM TOP OF DOOR PANEL AND MAX. 31.0" ON CENTER : N.T.S. er: EW er: LFS No No.: S-2582 2 or 9 39 45 44 2 37 41 .14" MIN. CTR-SINK 1.14" MIN. PENETRATION 6 HORIZONTAL CROSS SECTION 3 INSWING CONFIGURATION .14' MIN. 7 CTR-SINK 1.14" MIN. PENETRATION 7 HORIZONTAL CROSS SECTION 3 INSWING CONFIGURATION 4 3 48 x v 33+ :.: 48 x U m $ q .n cn iP N� 1[IM Z d 34 34 a_>ri L 0-- °a - c <`t4azFco m fi oz `o1, n ? z m 36 0 9 0? o v Z O ti °o c aw � 1 46 0 U r icy.~ 10 EXTERIOR INTERIOR 8 VERTICAL CROSS SECTION 3 INSWING CONFIGURATION EXTERIOR INTERI R 9 VERTICAL CROSS SECTION 3 INSWING CONFIGURATION U N.T.S. BY.. EW BY: LFS NG NG.: S-2562 r 3 ov 9 n �o 6" 6" 6" 6" 6" 6" 3 30. C 0 i m OZ O� m Idl �I � SEE y m i a m vL° DETAIL 1 I I TYP. HEAD & I ' JAMBS 2X BUCK 2X BUCKA — , Lu 33 i x ao DOOR FRAME TYP. HEAD & z DOOR FRAME w 4 JAMBS U i7 UN no �W vwi Q MASONRY OPENING MASONRY OPENING u x t k 0 � o 28 SEE a (�7YP. DETAIL 2 m rn 6" 6" a � DOOR FRAME ANCHORING DOOR FRAME ANCHORING DESIGN PRESSURE t 47.00 PSF DESIGN PRESSURE t 47.00 PSF w ilg3 Dnre: 8/17 05 A!,Pm Ja,e mpVn with the 'r"fcrFCa Bmtkg C'Je— s—E.- N.T.S. n• d • Mons n_g,. b� '� Q3 DW. BY: EW z Chkvcl SamY flvdeet CDa!,DI ma. Br: LFS 6 47 D—NG N0: 23A 33 j �� 5-2582 AIL DETAIL 2 sNEEr 4 0< 9 2X BUCK DOOR FRAME MASONRY OPENING .6" 3" DOOR FRAME ANCHORING (CHS) DESIGN PRESSURE t 47.00 PSF N i� So W O A � Z 6" 6" u n e W atl � o 3' zoo `c c 3" —1 --3" O z O < N 1 ° z m 902 Qo LL 0 c 3 O o pp E Gu 0 TYP. HEAD & W� JAMBS as 2X BUCK _ o$ i Lu, CC -zo m U W DOOR FRAME COMBINATION = w em MULLION _ rn M O 0 o 0 0 M a MASONRY OPENING a a 28 TYP. SILL DOOR FRAME ANCHORING (BOXED) DESIGN PRESSURE t 47.00 PSF Approved at pljkmg wilb lbe -: oil/ V. Florid. 6ridltg Code SCALL N.T.S. V. IV NoAI{ owc. BY: EW CNK. BY. LFS gy DRAMNG NO.: 5-2582 sNccr 5 OF 9 2X BUCK 1 — 8 �w DOOR FRAME z COMBINATION cwi _ MULLION 'n O MASONRY OPENING--:,- 28 _ — •' I I TYP. SILL I I I I 1 'e DOOR FRAME ANCHORING (BOXED) DESIGN PRESSURE t 47.00 PSF o= a � o m a ow W 6 3" 3 zoo `o • a z $ Z N �4 c° °o • o INTEGRAL — N — MULLIO 33 TYP. HEAD Gc JAMBS �o 2X BUCK J9 Q w Z "cga' � ` z DOOR FRAME w OW N — 28 n z $ x� ^ o of TYP. SILL o MASONRY OPENING a m I I I I I I f z 2 DOOR FRAME ANCHORING (CHS) DESIGN PRESSURE t 47.00 PSF mz. 0AM 8/17/05 Approrat er oeopbigwy511e stub N.T.S. 1%rids Bddax Code Dufe Owc BY. EW NOAe cw. er. LFS • Mleml Dodo P.odnd D' - 6r oa�rr/c rro.: 5-2582 sNcer 6 OF 9 i 2X BUCK - SIDELITE FRAME - MASONRY OPENING DOOR FRAME ANCHORING DESIGN PRESSURE f 47.00 PSF O 47 33 23A DETAIL i 4 37 49 SELF THREADING SCREW 27 AT 8.87" O.C. SPACED m c 1.0" MIN. u `" GLASS THK. ', 'a;-;'. c''•` 1/8" TEMPERED GLASS n o c W • 6 0 zoo os c m d a AIR SPACE 9 m , a ' C o c L i/8" TEMPERED GLASS u 8 HOT MELT ADHESIVE SWIGGLE SILL (TRUSEAL) 0 0.5" � z GLASS BITE HOT MELT GLAZING COMPOUND _ c. I GLAZING DETAIL (SIDELITE) ,,�e 0 J UO 49 SELF THREADING SCREW �� �m W �z a 37 27 SPACED AT 8.50" O.C. xw 1.0" MIN. o M 0 GLASS TH LAK a 1/8" TEMPERED m GLASS '�- AIR SPACE z L 1/8., TEMPERED (AGLASS SWIGGLE SILL (TRUSEAL) HOT MELT ADHESIVE 0.5" GLASS BITE HOT MELT GLAZING COMPOUND m GLAZING DETAIL (DOOR) Appmv d.w-pb tgwk%&e FbrideB itaC _.._ _� .., __ scAE: N.T.S. Dui NOA DWG aY. EW CH X. By. LFS ?lea! Wde Pmdad Qlktmg L' u 5iz"Nd No.: S-2582 sHm 7 oF9 1.907" .201"I L F .115"I fj .L Nto rn LU— IS LOCK STILE SUPPORTER .316" Fl. 115" -�{ 1.220" e pp N N O O O T— 1 E�14 HINGE STILE T3 HINGE S71LE SUPPORTER 765" I 1.562" i-- N N I I 10 rn in N T T 16 LOCK STILE EDGE fo to 1.562" I �C4 r N Lo m ^ m� 11 70P RAIL 17 LOCK BLOCK u-i a0 r- 1.562" �{ I N — .2861tom♦ • .760" 45 SIDELITE STILE 46 SIDELITE RAIL 9 BOTTOM RAIL 4.560" �{ i7 1.678" -� O O O 20 DOOR SWEEP L 43 SIDELITE SPACER a MULLION 5.625" �n I 50 IN -SWING THRESHOLD 4.563" N rSIDEHEAD & LATCH JAMBS n 2 0 3 4 6 1.220" 4.560" 2.435" N n 0 0 o O O 5' t9 SILL KEY KIT DETAIL 3.500" v n �oo II._-.JI n 2 Fl V Z d O O zo oo `o: F m .r a sm• 00 4 gc 0 42 JAMB CUARD W� N 4 Oa Z CK CK w O W pm U 3.983" C1 0 X� 0 0 K o o n ma a rOFo iO O O o O O O O 18 HINGE ADPEo'eddemPIY46wUdd0 swE m &JJk,Code NOAK IfS7xm1 Us& VroGY3 �`• ' �y IT , N.T.S. EW CHK. By'. LFS DRAWNG No.: S-2582 SHEET B OF ITEM DESCRIPTION MATERIAL T FIBERGLASS SKIN 0.079'THICKNESS FIBERGLASS 2 SIDELITE JAMB FINGER -JOINT PINE WOOD 3 HINGE JAMB -FINGER-JOINT PINE WOOD 4 HEAD JAMS FINGER -JOINT PINE WOOD 5 IN -SWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./COMP. 6 LATCH JAMB FINGER -JOINT PINE WOOD 7 MU 37 LITE FRAME PC/ASA 38 ASTRAGAL SCREW /{8 X 1" STEEL 39 �9 x 2-1/4" PFHWS STEEL 40 ASTRAGAL ALUM. qi 1" INSULATED GLASS - 1/8" TEMPERED -AIR - 1/8" TEMPERED GLASS 42 JAMB GUARD STEEL 43 INSWING SIDELITE SPACER PVC 44 BEAD 1/4" ROUND WOOD 45 LVL SIDELITE STILE POPLAR 46 LVL SIDELITE RAIL POPLAR 47 �'8 X 2-1/2" PFH WS STEEL 48 MASONRY CONC. 4g SCREW PLUG PC/ASA 50 BOLT RETAINER TOP / BOTTOM PVC 5T SLIDE BOLT ROD STEEL A o n Y i ��m� z o " 7sn o a J pb'e i N l zoa`o E o•iS m o9m2E`o e o00 a mama a 3 u� LLU 8 W� to 0 Ix ao ¢_ 0 tY 2 N� t j �z 40 a U f i� o - N 00 In 50 N N N UIXW m o 0 $1 N o n a a - 1.750" m -I 1.750" ALUMINUM ASTRAGAL ASSEMBLY 40 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS BY ENDURA PRODUCTS N 19.750" z 0 - I-- 0.313" 51 SLIDE BOLT ROD — — — — — U) STEE04 L — — — — — `D El 0.500" BOLT RETAINER W 50 °O TOP / BOTTOM 0 z DAV App:aved rs pmplyhtgwlth the tScrida ura.cgC ae N.T.S. 650" Ir 'n r—T v: Al 7.�G, owc. BY: EW I Oaq V6wl Wdc Podrt ttd atx• �': LFS Cf• DRAWING NO.: WEATHER-STRIPPING 5-2582 12 sNW 9 or 9 L04 L MI.A�M� 1M� .lXA!>� MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305)375-2902 FAX (305) 372-6339 Steve Metzger T.M. Window & Door LLC 601 N.W. 12th Ave. POMPANO BEACH, FLORIDA NPTICE OF PROPOSED ACTION To: Members of the Board of RuI4 and Appeals and T.M. Window & Door LLC, in accordance with Dade County. Administrative Order 10-3, which governs the product review process, the Product Control Division of the Office of Code Compliance, intends to issue a Product Control Notice of Acceptance to T.M. Window & Door LLC for Series "230" Outswing Aluminum French Doors w/ Sidelites - N.I., No. 10-0923.03, to allow its use in Dade County and its munici palities. To: Members of the Board of Rul#s and Appeals: The documentation being provided to you represents the recommendation of the Product Control Division of the Office of Code Compliance in regards to the submittal of T.M. Window & Door LLC for Series "230" Outswing Aluminum French Doors w/ Sidelites N.I., No. 10-0923.03. Under the provisions of Dade County Administrative Order 10-3, which governs the product review process. You must review this documentation. If within 20 days from the date of mailing, we do not receive any written objection stating the reason(s) for your disapproval, this product will be automatically approved. To: T.M. Window & Door LLC, Ap The Product Control Division of the O Order 10-3, which governs the produr issue a Product Control Notice of Acc N.I., No. 10-0923.03, to be used in Da Appeals or yourself has any objectior appeal our recommendation, you mus within 20 days of the date of mailing. present your objection(s) to the Board Sincerely, Jaime D. Gascon, PE Chief, Product Control Division DATE OF MAILING: 'ice of Code Compliance, in accordance with Dade County Administrative review process, has issued this notice of proposed action and intends to ptance for your Series "230" Outswing Aluminum French Doors wl Sidelites - ie County and its municipalities, unless a member of the Board of Rules and >. Should you not be in accord with this notice of proposed action and wish to make a written request, stating the reasons for your objection(s), to our office Ipon receipt of your written request a hearing date will be set so that you can )f Rules and Appeals . MAILED BY:� Internet small address: bcco@mlamldede.gov Homepage: http:llwww.mlamldade.gov/bulldingcode MIAMI•MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE(OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE NOA www.maimidade.gov/buildingcode T. M. Windows, LLC. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under ie 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 Ru es and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority I laving Jurisdiction (AHJ). This NOA shall not be valid afte r the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade Count ) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or materia 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 ;uspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke thi acceptance, if it is determined by Miami -Dade County Product Control Division that this product or mat vial fails to meet the requirements of the applicable building code. This product is approved as desc -ibed herein, and has been designed to comply with the Florida Building Code, including the High Veloci y Hurricane Zone. DESCRIPTION: M swing NTIUM num�E�ztencA o_o yr Sidelites — N.I. APPROVAL DOCUMENT: E rawing No. W03-38, titled "Series - 230 Alum Out -Swing Door w/ Sidelites (N.I.)", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 06/07/2003 last revised on Nov 18, 2010, signed and sealed by Java Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Accept nce number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATIN : None LIMITATION: 1. Miami -Dade County A proved Impact Resistant Hurricane Protection Devices Are Required, Complying W/ The Flo rida Building Code. 2. See sheet 3 for threshold types Vs water resistance LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Da e County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall a considered after a renewal application has been fled and there has been no change in the applicable buildin code negatively affecting the performance of this product. TERMINATION of this NOA ill occur after the expiration date or if there has been a revision or change in the materials, use, and/or man facture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertisin or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this OA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NO 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 t ntire 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 & renews NOA # 09-0622.03 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation wf is reviewed by Ishaq I. Chanda, P.E. N(Ar Expiration Date- Ap rov il.:ate , `Page 1 3/16' TEMP. GLASS r 3/16' TEMP. GLASS Ir 0 w W EXTERIOR SIDELITE PANEL GLAZING DETAILS D.L.O. HEIGHT (SIDEUTE) = FRAME HEIGHT - 4.250' D.L.O. WIDTH (SIDELITE) = SIDELITE WIDTH - 4.250' D.L.O. HEIGHT (DOOR) LEAF HEIGHT - 6.00' D.L.O. WIDTH (DOOR) LEAF WIDTH - 7.812' DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. SERIES-23,Q ALUMINUM OUT -SWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF • 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 37 1/2' FRAME WIDTH 4' MAX. HEAD/SILT SURFACE APPLIED 6--- CORNER; FALSE MUNSED MAY BE USED A Ij 1 N I� m 26 3/4' D.L. OPG. 34 9/I6' ANEL WIDT ( X ) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DNS. 3/16' TEMP. GLASS FRAME WIDTH FRAME HEIGHTE%T.(+) INT.(-) 31-1/4- 80" 60.0 71.5 37-1/2- 60.0 60.0 31-1/4' 96' 59.6 59.6 37-1/2' 50.0 50.0 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 71 1/2' 9' fT II II 11 n 26 3/4- 26 3/4' 34 1/2' INEL WIDTH 34 9/16' ( XX ) DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) DOOR DNS. 0/16- TEMP. CLASS FRAME WIDTH FRAME HEIGHT E%T.(+) MIT.(-) 60' 80' 60.0 71.5 71-1/2- 60.0 60.0 60' 96' 59.6 59.6 7I-1/2- 50.0 50.0 CNIL FLA. PE / 70592 CiLN. 353^ .,;k-"o\ n � 0 I .-!. g Nm .O n yy11 Mod oi q + c� 40 a. R n o 8 0 7S � wing no. W03-38 14 3/4- MAX. HEAD/SILL SURFACE APPLIED FALSE MUNTINS MAY BE USED !1 m 11 II II 11 11 u u u - II II II II II II II II 33 1/4' I 37 1/2" SIDEUTE WIDTH ( O ) ANCHORS AT MULLION AT 4' & 7' FROM END OF FRAME AT DOOR AND SIDEUTES TYP. AT HEAD/SILL y1A L3 DOOR SIDELITE 1�wlDTH WIDTH �-7 1 I "7 17 1 1 111\ 1 1`� 1 II `� 1 I /A11 QI \I 1 1 II �1 I/ 11 (xo) (Oxo) (x°x) (OX) DOOR SIDELITE WIDTH WIDTH 1' /'i'\ ' ' /Ii'\ ' IF ili \i 149 1/4- FRAME WIDTH - 9' 4` MAX. 3' 6" 11 HEAD/SIU \` A J• �____.`` CORNERS T II ry II 11 J 11 ) it / iI'i E \ \ \CK II II II II \ I / It / I I 11 ___JL__ 33 1/4- 26 3/4' 26 J/4' 3.L OPC. D.L OPC. 34 1/z' 37 1/2- PANEL WIDTH 34'9/16- ELITE WIDTH PANEL WIDT ( OXXX ) SIDEUTE WITH SINGLE OR DOUBLE LEAF DOORSE DESIGN LOAD CAPACITY - PSF DIMS. 3/LG' TEMP. GLASS SIDEUTE I FRAME EXT.(4) WT.(-) WIDTH HEIGHT 37-9/16' 63.0 63.0 45` BO• 59.2 59.2 37-9/16' 198" 50.0 50.0 MAX. DOOR WIDTHS: SINGLE DOOR 37-1/2- DOUBLE DOOR 71-1/2` NOTE: FOR DOORS CAPACITIES SEE SHEET 1. L FOR SIDEUTE CAPACITIES C( (oxx) (Oi%O) (O1°`x) SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART APPROVED CONFIGURATIONS WILL APPLY TO ENTIRE SYSTEM. \ m / / / / / 26 3/4- D.L. OPG. 34 9/I6" NOTE: GLASS CAPACITIES ON THIS SHEET ARE- e°Fain BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION u 0< m u n DECLARATORY STATEMENT DCA05-DEC-219 o "Inyr. JAV�LAHNAD I. FLt. PE 70592 g CAW. 536 J dr°wing no. a0`� W03-38 TYPICAL. ANCHORS SEE ELEVATIONS FOR .SPACING -EDGE'DIST.' yl. > .. I 1/2" MIN. FLUSH SOLT PENETRATION 1/2- MIN. FLUSH BOLT PENETRATION O 7 6 1 1 1 1 1 L a 3/8' X 3/e' ' v TYPICAL ANCHORS WEEPS EDGE OIST. SEE ELEVATIONS 1 /2' FROM FOR SPACING SILL ENDS THRESHOLD TYPE 1 APPR'0 FOR WATER RESISTANCE LIMIT MAX. EXT.(+) LOADS TO 53.3 PSF -'By �E OIST. WOODD BUCK EDGE GIST. N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING THRESHOLD TYPE 2 APPR'D FOR WATER RESISTANCE 2' X 1/2" X 1/16" UM TUBE JCONED IN PLACE o METAL EDGE STRUCTURE MMWJI-OADE COUNTY APPROVED ULLION k MULLION ANCHORS o DIST. SEE SEPARATE NOAZ j �03 EDGE O DIST. f. w AL a IL W ao 0 N �, a - 0 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS a SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS p. FOR SPACING FOR SPACING FOR SPACING 04 p a 3� IF It,2�-o a W.iE F _ O WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS P MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM N AND TRANSFER THEM TO THE BUILDING STRUCTURE. c� o � TYPICAL ANCHORS: SEE ELEV. FOR SPACING n 1/4" DIA. TAPCON BY 'ITW' OR (Fu=120 KSI, Fy-92 KSQ ca JVJ mi 1 ,I/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSL Fy-155 KSI) J = INTO 2BY.WOOD BUCKS OR WOOD STRUCTURES V1F 1-3/8" MIN. PENETRATION INTO WOOD 3 N co' p THRU'1BY BUCKS INTO CONC. OR MASONRY 8 O / rtza 9 1-1 4" MIN. EMBED INTO CONC. OR MASONRY , CL r DIRECTLY INTO CONC. OR MASONRY � 6 a J 1-1/4" MIN. EMBED INTO CONC. OR MASONRY IX O #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRIS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES 3 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 88 8 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) `o g' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - 5 4 TYPICAL EDGE DISTANCE m 3 INTO CONCRETE AND MASONRY - 2-1/2" MIN. A INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS I'e m 3000 PSI MIN. � c C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. o N a L Eng.: JAVAD AHMAD 1 CIVIL. FLA. PL / 70592 ' g . • ' C.A.N. 3538 �. ' E CE DIST. THRESHOLD TYPE 3 APPR'D FOR WATER RESISTANCE DOOR DETAILS W0.3-38 sheet 3 of 7 1/4• MAX. ��,J ) 1/4' MAX. ; SHIM © U SHIM ' TOY I STRUCTURE 3 .AL WOOD BUCK Z ql. TYPICAL ANCHORS 16. 11 ACTIVE LEAF bHG SEE ELEV. I•O{ �I t�i FCR SPACING IL S t, y Q' G u � I• 'L `O'ii � erl c 8`g 21 37 a TYPICAL ANCHORS f• 5 EXTERIOR SEE ELEV. �} FOR SPACING a .0 D.L.O.In z In g LEAF WIDTH v g Q�f .. _.. _..... --------------`----- ---------- FRAME-WIDTf+--------------------_....._._._ ......-.------._.._. ....._ ...... .. ..... - - - d 1/4• MM. v $ 1/4' MAX. FLUSH BOLT O AT AC E L SHIM FLD AT INACTIVE LEAF AT SH'I' LEAF $i SHIM Ot 3 2BY WOOD BU ; x R 00 STRU RE 75 V TYPICAL ANCHORS cELEV • •"IN -ACTIVE LEAF ACTIVE LEAF to JJ FOR SPACINO• 11 J Q • .P oNm I O j- W L1 R Z a m 1G 37 27 OPTIONAL 5 TYPICAL ANCHORS s a SEE ELEV, 0 D.L.O. LEAF WIDTH FOR SPACING, LEAF -W9DTH EXTERIOR FRAME WIDTH 4 K 3♦ /14 X tall/2" & a SELF ORAAING SCREWS 3 AT 5' FROM ENDS AND 9-1/2- O.C. MAX. •• 8 0 0 u - Ill 16 •0 ao o DOOR DETAILS ,F 1• o Engr. JAVAD AHWDCL 33 ll• FlA PEA/ 70592 3 }7 21 CAN. 32% r� ^�o\\ OPTIONAL LEAF WIDTH I EXTERIOR ,/IJQy drawing no. DOOR FRAME WIDTH 1 3/6• DOOR FRAME WIDTH WO3-3; MAX. sheet 4 of 7 TYPICAL ANCHORS V 3 SEE ELEVATIONS EDGE DIST: FOR SPAGNC �� n . O A n i • I • FF F W sX H I O N IL G$ J5 I 25 voo Iu g Q 6 04 II J Q�3{y N �ZI�_O 1 1 . � WW n 1 I I li 1/4" MAX. O O 114 X 1-1/2• SHIM SELF DRILLING SCREWS I ol AT 5• FROM ENDS ANO 9-1/2. O.C. MAX. M a 2V.9 a k TYPICAL ANCHORS • . i• 8 ^ m W I SEE ELEV. yv I FOR SPACING X , j. R 3 Z Z a a 3s gi EXTERIOR IP LEAF WIDTH ba SIDELITE WIDTH 1 3/8� DOOR FRAME WIDTH MAX. FRAME y I WIDTH 8gg ^ c �oMSk gg I I cm8�o JS I 5 .N oHd:l« o o � � • 0 < m u o 1 © Z ,=j, Elpr: JAVAD AHAUD n - B \ FLA. PE BL 70592 CAN. 3530 ° EDCE DIST. TYPICAL ANCHORSSEE ELEVATI G W03-38 OR SPACING SIDELITE DETAILS sheet 5 of 7 DOOR JAMB/SIDELITE FRAME GW 36572 WEATHER-STRIP ADAPTER GW-31826 .385 415 L T80� _f DECORATIVE MOULDING GW-36737 1.470, 0501 l— .715 1.79p� SIDELITE GLAZING DEAD TM-044 3 000 .4J8 070 .050YP T. IZOI1.773 1.500 I� 3.000 '055 FRAME HEAD TM-038 DOOR 0 & BOTTOM RAIL GW-36570 3.000 '055 1.750 .438 464 3.093 1 DOOR HINGE STILE GW-36571 4,7 886 .465 055 2.040 1.750 f.000� j-- 2.125 125 L o,310 NT ER 378. m., 2 CENTH,NCE ) 2.125� 125 o.Z48 0.572 GW 37889-A OUTER HINGE HINGE PIN 3.681 12-28 X 3/4- HINGE CAP /lo 5 S— % 0 M -I n 2.ODO I u I m II 7.689 3 mmll_ —F I 88 2.126 DOOR LEAF STILE GW-34601 HINGE ASSEMBLY .500 I.1S7 I.IS7 .062 640 640 .640 L 5 2.595 L� 5 L� I .625 .625 .ers I� T— .062 3.000� .062 3.000---"i r�3.000--I 1 ME" I 1 v u.•..v 1 TM-038 1 -- --- FRAME HEAD nn,uu.nu 6063-T6 .r./��rruGrt/tttiMAKFY - 2 28615 1 FRAME SILL 6063-76 - 2.1 GW 28615 1 FRAME SILL 6063-16 - 2A TMI84 1 HI RISE FRAME SILL 6063-TG - 3 4N 36572 2 FRAME JAMB 6063-TO - 4 GW-34601 I PANEL LOCK STILE 6063-T6 - 5 GW-36571 1 PANEL HINGE STILE 6063-T6 - 6 OW-36570 2 PANEL TOP/BOTTOM RAIL 60W-T6 - 7 GW 31826 4 WEATHERSTRIP ADAPTER 6063-T6 ENO OF DOOR STILES (TOP/BOTTOM) 8 GW 37889A 2/HINCE ASSY. 1M OUTER BUTT HINGE 6063-T6 DOOR PANEL/FRAME HINGE 510E 9 GW 33888 1/HUGE ASSY. 7M CENTER BUTT HINGE 6063-T6 DOOR PAt{L/FRAME HINGE SIDE 11 GW-34808 2/ LEAF PRESSURE PLATE -TIE ROD ALUINNUM 4' LCNG 12 - 2/LEAF CONCEALED FLUSH BOLTS - DOOR LOCK STILES 13 WV-1051 AS REDD. MARINE GLAZING CASKET, DUROMETER 75 ANAL WISORC VINYL CO. 14 AV-0524 AS REDO. BULB GLAZING CASKET, DUROMETER 75 VINYL AMERICAN VINYL CO. 16 4037 AS REWD. "ULTRAFAB" CENTERFIN WOOLPILE WOOL LOCK STILES. JAMBS, MEAD, SILL 18 - I/HNCE 7/32'0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY 20 - AS REITD. g10 t 1/2' F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 -2/LEAF 1/2'6 TKREAOED ROD, WASHER & NUT STEEL TOP/80TT0M END PALS 24 - 2 HINGE ASSY. HINGE BUSHING _ 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES 26 - AS READ. #10 a 1' P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CUPS 27 - 2/HINGE ASSY. HINGE CAP PLASTIC, HINGE ASSEMBLY 34 TM-054A 2 'H' MULLKIN 6063-15 - JS TM-044 4 SIDEUTE GLAZING BEAD 6063-76 SIDE LITE UZNG PERIMETER 37 GW 36737 1 OPTIONAL , O.C. DECORATAE MOULDING 6063-TG DOOR PANEL PERIMETER JB - 1 DEAD BOLT LOCK _ _ 39 - 1 CONVENTIONAL LOCK SET _ _ FRAMESILL I L FRAME SILLILL — I HI RISE FRAME SILL I MULLION 28615 GW-28615 TM-181 TM-054A tilNL: '• 7-5/8" LONG ALUM BUTT HINGES 2 PER LEAF AT 8" FROM EACH END LOCKS Je STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 47-3/4" FROM BOTTOM 39 CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH ACTIVE AND INACTIVE LEAF LOCK STILES (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS-. SEALED WITH SILICONE. FLA. PE 0 70592 CAN. 3530 a 1011 oa P y n O m C.) IJi = U 8 r ,r QN Rzg F 1 �IpOa drawing no. W03-38 ME FRAME TOP CORNER SIDELITE CORNER may::., :• � •-� FU4 PE / 70592 CAN. 3538 Y4�o crowing no. W03-38