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WS-13-20989 Miami Shores Village Building Department SEP 17 20g R' �[ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I INSPECTION'S PHONE NUMBER: (305) 762.4949 (A� FBC 201D BUILDING Permit No. PERMIT APPLICATION Master Permit No.� Permit Type: BUILDING ROOFING JOB ADDRESS: X 41-7 d,6- 9 4? "" 5 - City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder):, ArlrlrPCC• X * 77 A16- qc?,A Tenant/Lessee Name: Email: h P r- I NO V/ Flood Zone: IOSenww --L CONTRACTOR: Company Name: '��— Phone#: Address: City: State: ZiP: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ �� . '° Square/Linear Footage of Work: Type of Work: ❑A& Description of Work: 3 / 34P Color thru tile: ��xx��x�xx�x�xxxxx��xxx��x�xxxxx��Fees�xxxxx�xxmx�x�x��xxxxxxnx��mn��xx��x��mx� Submittal Fee $ - ° Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ j TOTAL FEE NOW DUE $ 'r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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. "WARMING 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 inspectio];;winer d and a reinspection fee will be charged. Signature Signature or Agent Contra ctor The foregoing instrument was ac;�4 wled/ged before me this �� The foregoing instrument was acknowledged before me this day of T , 20 , by d!� LA -1 �)n r a c rL gf , day of , 20 _, by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Signer' �L Sign: Print: e P 1 Z t' Print: My Commission Expires: ,a ,' KAREN K LORENZEN My Commission Expires: Cwm"w # EE 219261 fpmTMyF&uwmme e0o,9B67o� O APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 09/16/2013 13:05 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES a 001/001 f _figs ADDRESS: _<Y�49 d1✓� MiSIM! Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE• 9- /!� - �0/ 3 ?o hereby petition the 1r;uage of Miami Shores to ace as 3-3 l 3� And I heave road and understood the following disclosure statement, nwhiM entitles me 10 work as my own a contractor: I further 8t3.103(7), understand that I as the owner must appear in person to complete all applications, State Law requires; construction to be done by a licensed eonlmoor. You have applied for a permit under an exception to the law. Tho exemphon ailows you, as the owner of your property, to act as your own Contractor even though you do not have a license. You must commercial the building uc inrt your�If, You may (wild or improve a one - family or two-family residence. You may also build or Improve a commercial buildirt, at a cost of ; 25,0D0.rti) or less (Tho new form states 75,000). The building must be tar your own use and occupancy, it may 1101 be built for sale or lease. if you sell or tease a building you have built yourself within one year after the construction is completo, the law will presume that-you built for sale or lease, which is a violation of this exemption. You may not him an unlicensed person as a contractor. It is your responsibility to make cum the people employed by you have ticansea required by stale law and by county or municipal licensing ordinances. Any person worsting on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that emMoyee, all as prescribed by law. Your construction must comply with all applicable IBM, ordinances, buildingv codes and zoning regulations. Please read and Initial each paragraph. 1. I undersland that state law requires construction to be done by a licensed contractor and have applied for an owner - builder POrmit under era exemption from the law. The exOmPliOnSW. IDS that I, as the owner of [rte property IiSled, may act as own oonUactor with certain 1`0516clions even though I do not have a license, Q s my initial `?`�' ?,. 1 understand that building permits are not required to be signed by d prop4hy owner unless he or she s responsible for the construction and is not hiring a licensed contractor to assume responsibility, 3. 1 understand that, as an owner builder, I am the responsible party Of record on a permit. I undorsts'tnd that 1 may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. i also understand that the cxlntrocter iS reauirad by law to be licensed in Florida and to list this or rMenso number, on permits and contracts. }ni[ial,� a. I understena that t may build Of improve a one family or two-family residence or a farm outbuilding. i may also build or improve a commercial building if the costs do not oxceed $75,000. The building or resident: muse be for my stye or D cupancy. II may not be buiil or 311bMantially improved for sale or loge. if a building or residence that I have built or subslantiolly improved mySeH is sold or leaasfed within 1 year after the co nSUuGlion is complule, the law will pr�umo that I bull( or u tantiolly improved it for sale or tease, which viols the exemption, Initial 5• 1 understand that, as the owner - builder, I must provide direct, onsite supervision of the construction, Initial 141 G. I understand shot I may not hire an unlicensed person to out as my contractor or to t upenrlse persons working on my building or rO8idencth. i1 is my responsib ilily to ensure that the persons whom I employ have the license required by law and by county or municipal ordinancra, Initial 09/16/2013 13:07 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES IDj001 /001 1. I under tang that is it trogUent practices of uniicensed persons to have the property owner obialn an owner - builder permit that ormnr..ousiy implies that the property owner is providing his or her own labor 804 materials. i, as an owner- bulKor, may W. told liable pti(i subjected to senous financial trik for any injurk:s sualained by an unlicensed person or hm or emp1060 while working; on my property. My honxvwnor's insurance may not provide coverage for Ihosc injuria. I am wiltfully acting a5 an owner•buildor and am aware of the limits of my insurance coverngo to+ injuries to wotuafs on my ploNny. initial Gam' g under; find that I may not delegate the reglznsibility for supervising work to W a licensed contractor wito fa not ticensps to th?rlorm the work being done. Any person workirig on my building who is not licensed must work under my direct supervision and mural be employed by rocs which reeana chat 1 mt$1 comply with laws napuifing the withholding of federal income lax and social neounly contributions under the Federal Insurance C,ontribulions Act (FICA) and must provide workers compentalien for ifle employee. I under stand that my failure to follow these may subject 10 Serious financial risk Initial_ I agq)c fhet, as the party legally and financially responsiibie tot this proposed Construction am, ivily, I will abide by ail applicable laws and reouiremenl that govern owner - builders, SSW] as employers. i also understand that tho Constri pion nest comply with all applicable laws, ordinAncPs, building WdFC, and zoning regutatlons. initial�� understand filet 1 may obtain more information regarding my obl'Igotions as an empinyerfram Itte Internal Revenue SenricEa, inn ilnlled Stated Small Strtiness Adminisiration, and the Florida DPpanment of Revenues. i also unds18t0rrd that I m8y contact the Florida Construction Industry Licensing Board at 850A87A 395 Or hqo IMvrw mvfloridaih r►SO.comJ b roialb/index� j Initial t t. I am aware oi, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legoliv and financially responsible for the propered cOASIruction activity a; the following address: u7 1,16- 12,1-4 Inttiaj ��'�'��•• 12. 1 agree to not.�y m1ami shores vltage immediately of any additions, deletions. Or changes 10 any of the irdormat I have provided on this disclosure. Initial Licarsed c:rttroCOrr. are regulated by 1W designed to protect the public. If you contract with a person who doetr not have a license. th ,;:ort,lr4uctton Industry Licensing Board and D*irlment of Business and Professional Regulation may be unable to assist vow with any f noncial loss that you sustain a$ a result of contractor may be in civil courL II is also ImiWant for you to understand iht +r, it an unlicensed contractor or employee of an individual or firm to, injured while working on your property, you may be held liable tot damages. N you obtain I n add status and hchrontr hire acl0 s workers compensation coverage. l responsible for verifying whether the contrac+or is proper y Wore it huildiq pamtit can be issued, this di: cieSure statement must be completed and signed by thA property owner and returned to the local permitting agency f0sponsible for issuing the parmil. A Copy of the property owner's driver license, the nMarited signature tr the property owner, or other type of verification acceptable to the local permitting agency i5 tequired when the permit:;,, i Sued. Was acknowledged before me this -4— day of 20 By „ � 46l c e who was personally known to me or who has Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 199249 Permit Number: WS -9 -13 -2098 Inspection Date: April 03, 2014 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael , Inspection Type: Final Owner: DEUSCHEL, HERBERT Work Classification: Door Replacement Job Address: 847 NE 99 Street Miami Shores, FL Phone Number Parcel Number 1132060340130 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE FRONT DOOR TO IMPACT DOOR Infractlo Passed comments INSPECTOR COMMENTS False Passed El Inspector Comments 0 Failed El r� I Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762-4949 April 02, 2014 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SEPTEMBER 18, 2013 Permit No: X13 -2098 UJ5 Building Critique Review NOTICE OF ACCEPTANCE PROVIDED IS INCOMPLETE, PLEASE PROVIDE DRAWING NO. 800 -11, PAGE 1 THROUGH 12 DATED 12/23/2004 WITH REVISION E DATED 10/12/11 PREPARED BY MANUFACTURER, SIGNED AND SEAL BY ANTHONY LYNN MILLER, P.E Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Parcel Owner Report Parcel Number: 1132060340130 Owner Information HERBERT DEUSCHEL Phone: Related Permits Driveways /Sidewalks /Slabs Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Mechanical - Residential Paint Paint Windows /Shutters Windows /Shutters Windows /Shutters Windows /Shutters 847 NE 99 Street Miami Shores FL Tax ID: 1132060340130 Current Owner: Yes Permit Number Application Date Expiration Date Status DS -8 -13 -1783 08/06/2013 01/01/2999 CLOSED ME2002 -129 09/18/2002 01/01/2999 CLOSED BP2003 -434 03118/2003 01/01/2999 CLOSED EL2002 -301 09/18/2002 01/01/2999 CLOSED EL2003 -90 04/10/2003 01/01/2999 CLOSED PL2003 -113 04/29/2003 01/01/2999 CLOSED BP2004 -839 06/1712004 01/01/2999 CLOSED MC -2 -14 -304 02/18/2014 01/01/2999 CLOSED PT -4 -07 -811 04/24/2007 01/01/2999 CLOSED PT -4 -13 -713 04/10/2013 01/01/2999 CLOSED WS -9 -13 -2098 09/1712013 01/01/2999 CLOSED WS- 3- 12-454 03/15/2012 01/01/2999 CLOSED WS- 3- 07-422 03/06/2007 01/01/2999 CLOSED WS -7 -12 -1351 07/19/2012 01/01/2999 CLOSED Related Code Cases Case Number Case Status Case Date Compliance Date Ordinance Violation CASE -9 -09 -6228 Case Closed 08/28/2009 12/1/2009 Lot Clearing CASE- 10- 09- 6417Case Closed 10/15/2009 10/22/2009 Ordinance Violation CASE- 1- 14- 12241Case Closed 01/16/2014 3/5/2014 Thursday, April 3, 2014 Page 1 of 1 NOTES: OLITSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB, INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7116" LAM[ CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7 16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 716" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/$" LAMI I.0 ; CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7116" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16" HS). F. 718" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16" LAM[ GLASS ASSEMBLY INSIDE (3116" HS,.090 PVB, 3/16" HS). G. 7/8" LAMI I.G. CONSISTING OF (1) UTE OF 3116" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/1(" A,.076 VANCEVA, 3116" HS). H. ZLW LAMI I& CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, '1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3116" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300-02, 3. CONFIGURATIONS: �,,C O XX, XO, OX mac, �O, OXX, OX4, �, i X0, XXX OR OXXQ WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT &UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR BOTH USING EITHER THE STANDARD OR THE LOW -RISE SILL THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL- 4311, FTL -4312, FTL- 4315, FTL- 4527, FTL -4628, r-TL -4529, FTL -4530, FTL -4921 AND FTL -5941. 0 ANSNAF &PA NDS -2006 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVH4 "fls wff T WM ►0TECHNMOQYMNE NOKOMI8, FL 84276 p sox ile NOKOMI8, FL s 84274 GENERAL NOTES ALUM. FRENCH DOOR 4 SIDE Ulm IMPACT FD750 I FULy 1 d 12 I 8000.11 I E NOA DRAWING MAP TOPIC SHEET GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS.........., 2 DESIGN PRESSURES...... 3 ELEVATIONS.. ........... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS........... 6 PARTS LIST ...................... 7 EXTRUSIONS ................... 8.9 ANCHORAGE ....................10 -1 7��'�.'lfi • 11+11111 \,jNN.M1(/FR�i� No rO,A � g'�P'�E O � • �� %�0,�'•. FLOR��•'�•� SSIONPL A. LYIA t+�Mld'�� P.E. FL P.E.# 58705 7/16" NOM. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS - .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED GLASS .E EXT� ER!M 91 OR 92 5 /8" GLASS INTERIOR � ERIOR !RLAZII\i; DETAIL � SETTING BLOCK 7/16" LAM] -GLASS W/ -PVB INTERLAYER h 718" NOM. EXTERIOR 3/16" TEMPERED GLASS AIR SPACg 3/16" ANNEALED OR HEAT STRENGTHENED GLASS EXT 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED.GLASS .075" VANCEVA INTERLAYER -3/16" HEAT STRENGTHENED GLASS Kil 93 OR 94 5 /8" GLASS INS„_ . GLAZING DETAIL "- SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3116" HEAT STRENGTHENED GLASS • ~ • 105 5/8" GLASS BITE INTERIOR GLAZING DETAIL � SETTING BLOCK 7/8" LAW I.G. GLASS W/ PVB INTERLAYER .rte' �� ot�arta 17— �+vocxuroFS�trsr I L. 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .076 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 197 OR 98 90 .--11 Ax) 518" • 1 EXTERIOR INTERIOR 1 t 1 j' ! "\%,%j ViNN.M!( .IF A GLAZING DETAIL SETTING BLOCK Qom:• ND 5s705 '•* 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER acs W� OV 10 TECWXOGYMME GLAZING DETAILS '.�4: •• s tOR0?:.• t� ; PO.egxI= ALUM. FRENCH DOOR & SIDE LITES, IMPACT MWOM/S.FLSW4 s w.�mr +torte sat sr""VNA R..: A. LI�NI�IriA1l.t�}, P.E. F'D750 FUL 2 of 12 8000 -11 E FL P.E.# 68705 Table 1. Maximum Design Pressures (psfl L10 Configuration Width (in) Allowed Glass Types Height (in) - - - - .79 3/4"" 83 314" (70) 87 314" 91 3l4" 95 314" (80) French �X 37" (3) ` E +70.0 --80.0 , +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 CA +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +'100.0 -100.0 +100.0 -100.0 door XX 713/4" (6P) A, E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 1 +100.0 -100.0 +100.0 -10.0 +10.0 -100.0 +100.0 -100.0 Full Jamb 3611/16" AE +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Narrow Jamb 3011/16" C,G +100.0 -1W.0 +100.0 I -100.0 +100.0 -100.0 +1W.0 -100.0 +100.0 -100.0 33 11/46" C,G +100.0 - 100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97- A -97.4 3611/16" A, 8, E, F +70.0 -80.0 +70.0 -80.0 1 +70.0 -80.0 +70.0 -80.0 +70.0 =80.0 C,G +1W.0 -100.0 +99.9 99.9 +96.3 96.3 +91.4 -91.4 +87.9 =87.9 F-D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 1a: T+ r% - .r IV %^M1 tar I r►,.vvv rvo, of wr of FTL- 4311, 4312, 4315 B-- T110 �(V16"1=IS,. 090 -PVS, 3/16 "HS) UPGRADE FTL4311, 4312, 4315 C - 7/16" LAMI (3118- A,.075 VANCEVA, 3 /16 "HS) F7L 4527, 4528, 4529, 4530 D - 7/16" LAMI (311fi "HS,.075 VANCEVA, 3/16-HS) UPGRADE FTL4527, 4628, 4529, 4530 E - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16 "A,.090 PVS, 3 /16 "HS) FTL -4311, 4312, 4315 F - 7/8" LAMI I.G. (3/197, 114" AIR SPACE, 3116"HS,.090 PVS, 3 /16 "HS) UPGRADE FTL -4311, 4312, 4315 G - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16 "HS) FTL. -4527, 4528, 4529, 45330 H - 7 /8" LAMI I.G. (3116 "T, 4/4" AIR SPACE, 3/16 "HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL- 4527.4528.4529.4 OVERHANG LENGTH OVERHANG HEIGHT o L - - O A NQTES�" 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL -5941) fWv.ticT 0v'y4%F D Iwo motif+ tie 1'"�dt4i. . D 3 �� 15 N0.58705 �, FJG fcVta�a B llPDATOTASW1TOASTME190042 + :�O'•. $FATE •' �.: 1GREF o c n►oTFlnraoRaMFOttLarrvwse 107 DRIM DESIGN PRESSURES ; �` �'-•. PL0RVaP: NOKOMIS, FL 34276 nrOCHA G$8??W6HEEr ALUM. FRENCH DOOR & SIDE LITES IMPACT � !S;9 /CNAL \ %\ �R olns�to o P.O. sOX 1628 a. wa,r saw stag &5W*vx� A LYN�tll ltl�l P.E. N;;+ ; . Oc Daft: MWOM/S, FL 34274 '" , F.K. 12122"d L.T. 4<8l05 I FV750 NTS 3 of 12 8000 -11 E FL P.E.# 58705 37" MAX. WIDTH 2V, X UNITS i ' r,l 79118 I L - -X_ 110 518" MAX. WIDTH O �T4 314" MAX. WIDTH xx NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. LT No cm4wES ??IlS*m*T 10 mcKNOLOOYQAw NOKOMIS, a $4275 440P.Q SQX i528 m S, FL 34274 145 3/8" MAX. WIDTH O.O (SHOWING EACH VERSION 3611116" 3611116" MAX. WIDTH MAX. WIDTH t " 333116" t MAX. DLO -MAX_ DLO O (FULL JAMB) O (NARROW JAMB) EXAMPLE ELEVATIONS mm ALUM. FRENCH DOOR & SIDE LIT €S, IMPACT FD750 _ I_ NTS 1 4 d 12 1 8000 -11 1 E fiver- EYisto is W16 the Vie" �i LYNN• 4f `.` �`�`.• ��celvs�' •.FAA �: * • No. 58705 :. '0 � �' � 0 1111 • W :��••• STATE OF :'2` Cl ,S /ONAL A. LY&MILLVA, P.E. FL P.E.# 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL .. o _ x0 r riwsst�r L.T *W0 VERTICAL SECTION B OUTSWING HEAD ORIGINAL VERSION TOP RAIL 21 ® 55 ALTERNATE VERSION TOP RAIL- MAX. DLO g IML VERSION S TOM RAIL A @) ALTERNATE VERSION 80TTOM RAW VERTICAL SECTION D OUTSWING SILL '0 -mom "O"DWE JY worms, FL 3 os 14P.IOF BOX i62$ 00 d FL 34274 VERTICAL SECTIONS Tiro ALUM. FRENCH DOOM? & pdetww0 t soft aloft F07M 112 5 d 12 ►TEES, IMPACT 8000-11 E ruencravisim �a$ whip ttt I.Nvri b• A. �11�4 w, ,��ttttrtrrt LYNN * ' No. 58705 ' p sTAT 0 sS1pNA1. A. LY�IA'WLER, P.E. FL P.E.# 58705 OXXO HORIZONTAL SECTION SHOWING (1 ).OF EACH SIDE LITE TYPE iQ FJC IMM 8 NOQtfAAtGBD1198hW o• war. Do* Jawwwal r07oMQ&0 QWaRW HORIZONTAL SECTION DETAILS .M a*== a IVfO f tAN(�E 7MS �1fEFT NOKOMl3, /=1.34276 ,rR 010"o v ht° *was' �o egxrs� ALUM. FRENCH ++ DOOR &DLITES, I! M PAC atonrs,Ft374 8 F1G 1=3X14 L T 46 o S 92 800U -!D W u- rwtv1•. J= ov \ FLOR O . F........... SSIONA�;�`�� A. LYNliiili�.�F�t, P.E. FL P.E.# 58705 FD750 DOOR(S) MM I DWG# DFSCR N P(;P# FRAMEIQI•PARTS I ON FRAME- HEAD &HIN{EJAMB 68006 2 8003A OUT-SWINGSILL 68003A 3 80D4C OUT•SWINGSILLCOVot 680040 4 80 DRIP P 68008 S ». HFAD SILLLL.)AM13 WFATHEjWMP L U6333 8500 6 8007 SCREW CDVMt 68007 T SIM REALLPLATE 6$008 8 8014 FRAMEASSR,4BLYSCREW #8X I• PH A.D 791FOA 9. $032 A S"t0A 1... SEAL 68013 10 8058 •SW GSILI. RIS 48058 PANM S FIANC )IM NUT 5/16.19 HBA $ILL &JAMB WEATHRWRIP HLBOA U83337f8500 2D _&IL W 6012 21 8014 TOP DEDROD DESI GN) 68014 22 8013 BOrITOM RANMIREADWRODMGM 68013 8029 8017 TOPSWEl9' 68017 24 8010 SWIP 68016 FRAME - HEAD& SI - «• -•-•• SWEW #4 X U2" fffjj. PI{ 26 -MIL A A AINACTIVE 68015 ISCROW CDV81t 80218 M 811113 fmis PWAM KATE b&I09 WARMS COVER 68020A 29 Wl8..%jjM - PLATE 68018 30 • 8019. MRONCAPOOROPE 6W19A 31 SD3s ARM 68039 32 A R $ #682 x 114" 33 ===QhRIM MTQ SCREW #12x3/4"TRU$SHD 8039: 34 60T1SM MTQ SCREW # 2 x•1 i TRUSS HD »«»»» 35 7SX34PSTW 1100 S/ 618X36' 80 36 68028 NUTS/ 61$ 799MMA 37 68DIO .A CLAMP ' 60378N 38 . §LWIt JAM MECHANISM ASHLAND 81 39 10.24X 21n" PH SCREW 48030 0 #10.24IMNUT IATCHAWYSCRSWS #8X2° SSROLTRHD 79XZVAX 41 SW WS SHOOT BOLT ROD 84 42 8045 ANDA BOLTS W /SSROD SUUMA GLASS 43 5031 STMT OMT GUIDE 48031 44 Sf j (W- BOLT GUIDE& STRIKBSCRLW 8-32 X 3/8" 88 PRIM TR HD T8X38PF17C 4$ ME ItltlilT PLATE ATAVWG�At CTNBHINGiD WS11043S1 46 tNT- StRUCE LATEATASTRAQAL CTLIBHWGED W511044SI 47 STWKB TE!OR S S- 32X3/8" SS PHIILTRHO 78X3 48 PLA MIDD.MSCRE'W 624 U2' FH 7612FM7C • 49 8096 STRIKEPIATEAT HEAD & SILL SO 13FAI) ST . S S3 8 X 112 PHIILFH 7858ZAX Si . STRIKIdpI.ATFSCREWS S LLSS 8 X 1/2 Ptl U.UNDIRCUTFH 78X1 EHUX 52 I som lAcrrvsTpjm SEP SHLAND 8022 $3 8042 IMWIVOTRIM S>ri AS ND S426A 54 8Q44 STAWI.I+SSSTFI3.PASSIVELOCKGPAR ASHLAND 9023A 55 80140 I TOP RAIL BOLTDESM 6SD14A 56 SD13A BOTTOM RAIL LAGBOLT DESI 680130 57 6TP247 5116° x21/2" LAOBOLTS 17516LDOLTXi CHANGES THIS &IEET FL G� l� FD750 FULT, JAMB SIDE LITE nW DW #I DESCRIPTION Rm 1 8006 FRAME -HEAD SILL* JAMB wo 4 SWS DRIP CAP 68W8 8007 SCREW COVER 68007 7 8009 AVSTALL PLATE 68009 8 - MEASSEMBLYSCRE;W 08 X I" PH QUAD 781 MA 20 MR STl 6801 21 8014 TOP RAIL 60014 22 8013 1iOTPOM RAIL 68013 3S HREADED ROD j/16 -I8 X 36" RODA 36 FIANC )IM NUT 5/16.19 7990NUTA 37 8839 TBM.CLAMP 603TSM 60 « ««• #Sxyv PH12DRIVETEK SCREW 7OMPSTW 61 F SIDEUTSWADTRIM 62 8029 SIDEUTBJAMOTRIM 68029 FD750 NAR11ROW JAMB SIDE LITE I SO06 FRAME - HEAD& SI 68006 I)RIPCAP 6 SW ISCROW CDV81t 68.007 7 5009 PWAM KATE b&I09 8 «- ••«« -+ A YSCREW 08 X 1" PH AD 791POA 21 14 TQP RAIL W14 v 003 lgnM. RAIL 68013 35 ««• THRPADIab ' S/164S X 36" A 36 NUT S /16.18 A 37 8039: TRUSSCLAMP 60T1SM 60 »«»»» #8X314" PN SQDRIVETEK SCREW 7SX34PSTW 61 80 SOPEUT13HEAD TRIM 68028 70 •8410 FRAM JAMB 68DIO ASSI;ii+IBLY KIT 80 84330 lfM=DOORASSWBLYB9AM 680338 81 10.24X 21n" PH SCREW SZ #10.24IMNUT 83 #12 X I lir TRHDTFK SCREW 84 8036 S O"MMA 68056 GLASS BEADS & SIUCONE 90 INGS LANT DOW CORNM 099.2a 995 OR MVAUNr 91 •7/16" LAMINATED GLASS 3/16" ANKM PVB 16" HS) 92 «-« 7/16" 1 AK41MTED (8.AS3 16" HS. „090 PVI13116” 93 - ««• -•«- 7/16" LAMINATED GLASS 16" ANN,075 VANCEVA 3/16" HS 94 .7/16" LAMINAT® CLASS W 16" RSL,075 VANCEVA 3/ 1IV 95 •7/3" LAMI l.Q . 16' T 1/4" SPACK 3116" ANN 094P 3/16" 96 718" LAMI 1.4 16" T 114" SPA 16" HS. 090 PVBI 3116" HS 97 Ur LAN l.Q 6" T LW SPACF, 3116" ANN .075 VANCEVA 3116" HS 98 7 18" LAMI• i.Q 3/16" T, 114° SPACK 3116" HS. 075 VANCEVA, 3/16" HS 105 8022 BACK BEAD 66022 106 S426A SLBACK13FAD 6 M6A 107 9023A 7/16" BEAD 680030 10B $GZ4A 7/8" IG BEAD 68M4A 109 1224 VINYL 13ULB W STP L 6TP247 ►OTECHNOLOGYMNE MOKOW, FL 34275 P.O. Box 150 NOKOMlB, FL $4274 PARTS LIST ALUM. FRENCH DOOR & FM60 I NA 1 7 a 12 :,<< IMPACT r a. f , %I1IIiII/ 0' V,(1411 MlQe * 140. L� j C 1 EU•- of tSIONP�' A. LYNA'941Llf.WR,P.E. FL P.E.# 58705 .062 T 1.000 Lt ----- 3.636 ---� #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL �3.018� .050 7 #8009 6063 -T5 INSTALL PLATE 1.938 .100 �� r•--- . _..� . 8.250 1.s38 c t L T —•-{ 1.278 1�-- .062 .050 2.236 1.353 �- �-� ------ 3.636 --•- -� O#8003A 6063 -T6 2 OUT -SWING SILL O#8004C 6063 -T5 A OS SILL COVER �- .062 T 1.378 .583 Ti. 3.636 - ---•�• «- &S #8056 8063 -T6 OUT -SWING LOW SILL 22 #8013 6063 -T6 BOTTOM RAIL 8.250 #8013A 6063 -T6 &BOTTOM RAIL, LAG BOLT DESIGN B L. CHAwnv awaEr 1.93 1.93! —4.027 - -••-►f 1.033 .0603 -1 V� 101 .074 2.000 1 I 3.990 20 X012 6063 -T6 STILE F-- 4434 -�.� 2� #8014 6063 -T5 TOP RAIL 4.434 T .498 #8008 6063 -T5 DRIP CAP 1.940 .050 .040 T Og #8007 6063 -T6 SCREW COVER 23 #8017 6063 -T5 TOP SWEEP T 050 t2-240— T—- 1.467 .797 r T 1.467 1 #80168063 -T5 24 BOTTOM SWEEP #8014A 8063 -T5 #8015 6063 -76 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL 'o mawacooyamm W"18, Fit 34278 p Box F1 $42 4b N0io=fi 74 PROFILES ALUM. FD780 1 112 DOOR & SIDE 8 or 12 IMPACT 80000 -11 1 E 705 ' ' 8 Of M SIONAL �A. U MILLI�a, \P. E. FL P.E.# 58705 r- 2.260 --- l .075 27 #8021 B 6063 -T6 GEAR HINGE, JAMB 060 AU 61 X028 6063 -T5 SL HEAD TRIM J .045 .442 885 #8022 6063 -T5 BACKBEAD .742 �+-�• .353 .072 P 7 28 #8020A 6063• -T6 GEAR HINGE, COVER �-�•- •3.775- ---- -� -T f ..325 .1251 .050 #8056 6063 -T4 SUBSILL, OPTIONAL 1.169 -78.5 ).045 � #8026A 6063 -T5 SL BACKBEAD .142 �1.81xriloo -1 075 .301 1.000 (...- 2.438 J 29 #8018 6063 -T5 30. #8019A 6063 -T6 37 #8039 6063 -T6 HINGE, BACK -UP GEAR HINGE, DOOR TRUSS CLAMP .062 3.636- �-+•# @ #8010 6063 -T6 NARROW SL JAMB .750 .045 .818 �-+-- #8023A 6063-T5 0 7116" BEAD I drz ! o,&Wto I _ e _ IN00"NO"MISOMT I 10 r9W=WYVRM mwoMls, -A som A4P.O. BO i629 0MIS; X FL 64274 . .040 .437 .957 �--- 10 #8024A 6063 -T5 I.G. BEAD ,o MIN .12+ O#80338 6105 -T5 O FD ASS'Y BEAM �-- -2.313 —� . i .050 62 #8029 6063 T5 SL JAMB TRIM I PROFILES VCH DOOR & SIDE LITES, I .w wmmt &Aftmm 1/12 1 9 of 12 1 8000-11 A tirrrl�/ \;%fNN.Mt /l��f� --- -- �• o ti 6 w i O •• fiLOFt��A'•�(a \� IFS •.. .. � �. T NAL '��`� r A. LYUN MIddk , P.E. E FL P.E.# $8705 11" -7 JAMB --A A CHORS 18.500" HT. QTY. MAX 963/4--(5) O.C. 913/4'-(5) 873/4'-(S) 83 3/4" -(6) 79 3/4'-(S) 11" DETAIL A (CONCRETE) A (SINGLE PANEL) ANCHOR {TYPES: i OR 2 11" 3" MIN. ATYP. 10.571" ® DETAIL B (WOOD) ($ INGLE PANEL) ANCHOR TYPES: 2 dR 3 ANCHORAGE SPACING REQUIREMENTS: HEAD & SIL ANCHOR CLUSTER (TYPICAL) JAMB ANCHORS HT. QTY. 96314'-(S) 913/4'-(6) 87 314" - (5) 83314'-(6) 79314'-(6) D...'fiAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: 1OR2 11" -1 18.500" MAX. O.C. ' :I 11" -T SEE NOTE 5 REGARDING APPLICABLITY OF ENCIRCLED ANCHOR LOCATIONS 3" MIN.- A (2) EQ. SP. TYP. 1" A .6" HEAD & SILL ANCHOR CLUSTER (TYPICAL) A (3) EQ. SP. TYP. MB T. QTY. 953/4'-(8) 91314'-(8) 87314'-(8) 83 3/4" - (7) 79 3/4" - (7) A DETAIL D (WOOD) (2 ORE PANELS ANCHOR "TYPES: 20113 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE - PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MW. EMBEDMENT OR TYPE 2 AT 13/4' EMBEDMENT. 13/4' MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 13/8" MIN. EMBEDMENT. �3. SINGLE. PANELL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B. WOOD SUBSTRATE) AND SILL...,. -8" MAX -FROM- -FRAME CORNERS. AA 3S,. ...,. .,....,11" MAX. FROM FR�iIPIITC, NERS,18.600" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO AR MORE PANEL . CONFIGURATIONS: (DETAIL C. CONCRETE SUBSTRATE) HEAD AND SILL ...... 6" MAX, FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS .... 11a MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) A HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS, AND AT W. f ", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS .....................11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. I JA I otaota I- n ICHOAMD- 44FCOWTOUIMCaw. I 10 TECHMX0GYVRM WOxoM1s, a XV5 P. sox test MWOM/S, FL $4V4 ANCHORAGE SPACING mw ALUM. FRRNCH DOOR & SIDE LITES, IMPACT' P0160 1 114 1 10 a 12 8000 -11 1 E 11" -F 10.571" MAX. --iA 7 lip r� %J1111111 0"o�•( LYNN./ f _ NO.58705 _ ter � �'• boI'i +1 W % O STATE OF '• �/` '''''isSt4NAL � ��• A. LYNWA(.LK P.E. FL P.E.# 58706 MAX. O.C. JAMB HT. QTY. 913/4'-(8) 87 3/4" - (8) 83 3/4p- (7) _ 79 3/4" - (7) 11" ® DETAIL B (WOOD) ($ INGLE PANEL) ANCHOR TYPES: 2 dR 3 ANCHORAGE SPACING REQUIREMENTS: HEAD & SIL ANCHOR CLUSTER (TYPICAL) JAMB ANCHORS HT. QTY. 96314'-(S) 913/4'-(6) 87 314" - (5) 83314'-(6) 79314'-(6) D...'fiAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: 1OR2 11" -1 18.500" MAX. O.C. ' :I 11" -T SEE NOTE 5 REGARDING APPLICABLITY OF ENCIRCLED ANCHOR LOCATIONS 3" MIN.- A (2) EQ. SP. TYP. 1" A .6" HEAD & SILL ANCHOR CLUSTER (TYPICAL) A (3) EQ. SP. TYP. MB T. QTY. 953/4'-(8) 91314'-(8) 87314'-(8) 83 3/4" - (7) 79 3/4" - (7) A DETAIL D (WOOD) (2 ORE PANELS ANCHOR "TYPES: 20113 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE - PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MW. EMBEDMENT OR TYPE 2 AT 13/4' EMBEDMENT. 13/4' MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 13/8" MIN. EMBEDMENT. �3. SINGLE. PANELL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B. WOOD SUBSTRATE) AND SILL...,. -8" MAX -FROM- -FRAME CORNERS. AA 3S,. ...,. .,....,11" MAX. FROM FR�iIPIITC, NERS,18.600" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO AR MORE PANEL . CONFIGURATIONS: (DETAIL C. CONCRETE SUBSTRATE) HEAD AND SILL ...... 6" MAX, FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS .... 11a MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) A HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS, AND AT W. f ", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS .....................11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. I JA I otaota I- n ICHOAMD- 44FCOWTOUIMCaw. I 10 TECHMX0GYVRM WOxoM1s, a XV5 P. sox test MWOM/S, FL $4V4 ANCHORAGE SPACING mw ALUM. FRRNCH DOOR & SIDE LITES, IMPACT' P0160 1 114 1 10 a 12 8000 -11 1 E 11" -F 10.571" MAX. --iA 7 lip r� %J1111111 0"o�•( LYNN./ f _ NO.58705 _ ter � �'• boI'i +1 W % O STATE OF '• �/` '''''isSt4NAL � ��• A. LYNWA(.LK P.E. FL P.E.# 58706 -3.4 KSI MBA. i?:� •'t; :CONCRETE, Ic COIAETE ANCHOR, SEE NOTE 1 y :EMBED. �; ;:-`;• SEE a NOTE 1 .. j ;HlAIml 1 /4-,&, MAX. •� SHIM I EXTERIOR INTERIOR (ALL HEAD S SILL SECTIONS) 3.4 KSI iw` 10• • ': ";-.'- CONCRETE] ' ® CONCRETE ANCHOR SEE NOTE 1 EMBED. SEE A ' NOTE 1 lx WOOD I SEE NOTE 3 2x WOOD SEE NOTE 3 ,WOOD ANCHOR SEE NOTE to 13/8" IN. 1/4' MAX. SHIM A TYPICAL DOOR & SIDE LITE HEAD NOTES: I. FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4- ULTRACONS OR 114" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". MIN. EMBEDMENT: 1/4' ULTRACON - 13/8",1/4" SS4 CRETE -FLEX -1 3/415. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (GS) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063 -TS AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. S. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. F.K iwtm 0 WMEANMOM09AW lKirES b..d cr o rxst r oxc 1070 rECHNOLOQYMNE ANCHORAGE DETAILS otr o iwvxow criaVGW TA�'ro %47PAOON : P.O. $qx i AL W. FRENCH DOOR & SIDE LITES, IMM ' r ai;1pd . oet« AMOYIS,FL3074 a etwc RIC 12&&W L. T. Mhos FD750 1/4 !l « 12 15W 8000 -11 15 4��tif11 ►lf�, \\� ONE{• LYNN N0.58705 •.•' ' O ' STATE OF !(�� T ''�s /ONAL E\\.• W A. AWAILLWP.E. E FL P.E.# 58705 CONCRETE ANCHOR CONCRETE ANCHOR SEE NOTE 1 OPTIONAL WOOD ANCHOR, 1 /4" MAX. WOOD ANCHOR, {NOTE 1) 1/4" MAX, SEE NOTE 2 GROUT SEE NOTE 2 OPTIONAL We MAX. GROUT, 84 SEE GROUT, SEE 1/4" MAX. NOTE 5 84 SEE NOTE 5 GROUT VIT NOTE 6 SEE NOTE S J �gas •`••^. %•I.,;.•:.s�s +;:.aL, !•EMBED. ■1i .A .r.�,;._e,•,i,a.•ae_:'y•• � •`'i '.••,dot ?.1•ay.•Si:.a..- .��..,: ..t• .i•ay•... a ? {vv'�`•'a'•` °'s =:.�: a. •3.KSI' :....� MIN. < ;�; > �.: , SEE ;;.,:� ..:• :...,: :'�: �� .. EMBED.' 3. ICSI {iIIIIV.i.: ?; :.'� ' ''o• a I c� I .• CONCRETE'':`;' g .._. t& ' s . •,, '� •• p'j SEE �` • 1 318 1 3/8 n 4 ;" ' • _• ! ,. NOTE 1 �:' ' " :: • 4 CONCRETE "'' .. ` "' : ; `:;: NOTE 1 MIN. 2x WOOD SEE MIN. 2x WOOD SEE . , :.. :,; ::,.; ;'�'•'"`" -'� •; _ •.;- � �p:e•�.'..�, • . ' -' �`�"� M NOTE 3 NOTE 3 } TYPICAL SIDE LITE SILL 1 OPTIONAL SIDE LITE SILL ® TYPICAL SIDE LITE SILL OPTIONAL SIDE, LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) -3.4 KSI MBA. i?:� •'t; :CONCRETE, Ic COIAETE ANCHOR, SEE NOTE 1 y :EMBED. �; ;:-`;• SEE a NOTE 1 .. j ;HlAIml 1 /4-,&, MAX. •� SHIM I EXTERIOR INTERIOR (ALL HEAD S SILL SECTIONS) 3.4 KSI iw` 10• • ': ";-.'- CONCRETE] ' ® CONCRETE ANCHOR SEE NOTE 1 EMBED. SEE A ' NOTE 1 lx WOOD I SEE NOTE 3 2x WOOD SEE NOTE 3 ,WOOD ANCHOR SEE NOTE to 13/8" IN. 1/4' MAX. SHIM A TYPICAL DOOR & SIDE LITE HEAD NOTES: I. FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4- ULTRACONS OR 114" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". MIN. EMBEDMENT: 1/4' ULTRACON - 13/8",1/4" SS4 CRETE -FLEX -1 3/415. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (GS) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063 -TS AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. S. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. F.K iwtm 0 WMEANMOM09AW lKirES b..d cr o rxst r oxc 1070 rECHNOLOQYMNE ANCHORAGE DETAILS otr o iwvxow criaVGW TA�'ro %47PAOON : P.O. $qx i AL W. FRENCH DOOR & SIDE LITES, IMM ' r ai;1pd . oet« AMOYIS,FL3074 a etwc RIC 12&&W L. T. Mhos FD750 1/4 !l « 12 15W 8000 -11 15 4��tif11 ►lf�, \\� ONE{• LYNN N0.58705 •.•' ' O ' STATE OF !(�� T ''�s /ONAL E\\.• W A. AWAILLWP.E. E FL P.E.# 58705 , I EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE .,&' ANCHOR SEE NOTE 1, 11f MAX SHEET 11 GROUT, 6. SEE NOTE Ll SHEET11 44 US NOVE IS SHIFT 11 ..:3.4kSIMIN TYPICAL DOOR SILL (DIRECT TO CONCRETE) CONCRETE OPTIONAL ANCHOR SEE NOTE 1, 84- SHEET11 WOOD 1 VP MAX. SSE NC 2 GROUT, 1/4" MAX. SHEET 11 7 SEE NOTE GROUT 5, SHEET 11 SEE L NOTE 5. ly - - -- NOTE W I SHEET 1..; %4 v. V tA OWED. _._.SpE ENo" :X CO CRET SHET 11 MIN. SEE NOTE 3.- SHEET 11- • OPTIONAL DQOR SILL (SUBSILL TO CONCRETE) TYPICAL DOOR SILL (DIRECT TO WOOD) V SEE W 1t4 "1 GRI SEE N 5. SHEEEF OPTIONAL OPTIONAL DOOR SILL (SUBSILL TO WOOD) Ampolmvi" EMBED. EMBED. SEE SEE CONCRETE CONCRETE NOTE 1, NOTE 1, AANCHOR,- 40� A SHEET I I SHEET 11 SEE NOTE 1, 13/8" SEE NOTE 2, INTERIOR SHEET I I MIN. SHEET 11 A (ALL JAMB SECTIONS) CONCRETE EXTERIOR ANCHOR, SEE NOTE', A SHEET 11 3.4 KSI MIN.-fr*.;* CONCRETE OR 1.5 KSI'? 3A KSI MIN. h MIN. CMU Z CONCRETE 7-x WOOD. J SHEET 11 SEE NOTE 3, 14 1 � A 1x WOOD. SEE NOTE 3. 114- MAX. SHIM I MAX. SHIM 1/4- MAX. SHIM-.4 I.• L.T oviam"Nomw TYPICAL DOOR & SIDE LITE JAMB 14 TECHNOLOGYDRW NOKOMIS, FL X. V5 P.O. I= Xo NOKOMId, FL 4 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE FDM 1 114 1 12 -F 12 8000-11 . lifill'- LYNN TAF No. 58705 o_ STATE OF T q/0NACe A. LY P.E. E FL P.E.# 68705 MIAMF E MIAMI -DADE COUNTY =611 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) .mi mt d ! era/ 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 and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloci Hurricane Zone. _ -- - - -__ -- - -, -_- -- APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10 /12 /11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 1028.10 and consists of this page I and evidence pages E -1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. JfiIOA No 1]- 1813.24 ,% Expiration Datei February 24,—X015- Approval Date: November 24, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections 2. Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23 /04, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test. reports on: l) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA # 091028.10) 2. Test reports on: - 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. (Submitted under NOA # 091028.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 4. Test reports on, 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4528, dated 02/14/05, signed and sealed by Edm do Largae P. E. ( Submitted under NOA # 05- 0419.03) M nuel ere P.E. Product Coutro x finer NOA No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cow mum) 5. 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 doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02114/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 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 outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 7. 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 outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Sub`raided under NOA # 05- 0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09/13/04, signed and sealed by Edmundo Largwspada, P. E. (Submitted under NOA # 05- 0103.03) el Perez, P.E. Prod et trol Examiner A No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E -2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC -2010 on 10 /11 /11, signed and sealed by A. Lynn Miller, P.E. 2. ' Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11 /11. 2. Notice of Acceptance No. 09- 0223.05 issued to Solutia, Inc. for their "Satlex Multi- layer Glass Interlayer" dated 04 /08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 0 8-1224.04 issued to Solutia, Inc. for their "Satlex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11 /13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR. 61015 -27 -001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC -2007 and FBC -2010, prepared by manufacturer,.dated 10 /11 /11, signed & sealed by A. Lynn Miller, P.E. 3. Statement. letter of "No financial interest ", prepared by manufacturer, dated 10/11 /11, signed & sealed by A. Lynn Miller, P.E. 4. Letter of lab compliance, part of the above test reports. 5. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09.1028.10, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w /Sidelites -- L.M.I., approved on 02/10/10 and expiring on 02/24/15. M Perez, P.E. Produc Con of Examiner N No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 L -3