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WS-11-1918Permit Number: WS -10 -11 -1918 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Mnspection Number: INSP - 173960 Inspection Date: June 11, 2012 Inspector: Bruhn, Norman Owner: HENDRIX, TODD Job Address: 210 NE 102 Street Miami Shores, FL 33138 -2427 Project <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)915 -4899 Parcel Number 1132060480010 Building Department Comments REPLACEMENT OF 12 WINDOWS AND 5 DOORS Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 165599. Missing Screws Mullian fastener to window too small. l'c___ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until June 11, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 21)12 -05 -30 15:46 Lowe's 2254 Millwork lorida Building Code Online r/Loiv� us i 1�� t.rr Profess: (305)820 -4201 » 305 274 4807 P 1/12 littp://www.ficeldabuilding.orepripr_app_dthaspeparanw... 805 Home i Log in ! User Registration ; Hot Toproe i subndt Surcharge Sete 8 Puts ( Publications t FPO Sad! BOIS Site Map t Unite l Search ; roduc t Approval Pit Pvlrle user 1 of 4 FL Appfieetion Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Addre hona/Email Dually Assurance Representative Address/Phone/Email Category Sul:category Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FLB392-R4 Revision 2010 Re -Apply Reviewed 44/12 ra 4/13/12 Masorlbe International 1955 Powis Road West Chicago, IL 80185 (816) 441-4290 sschreiberr@rnasonhe.c cni Steve Schreiber eschrelbergnrasonite.com Exterior Doors Swinging Exterior Door Armes Ceri fication Mark or Listing National Accreditation & Management Institute, National Accreditation & Managarrent Institute, Standard TAS 201 TAS 202 TAS 203 Ism 1994 1994 1994 05/30/2012 02 :05 PM 2012 -05 -30 15:46 Lowe's 2254 Millwork Florida Building Code (line Product Approval Method Date Submitted Data Validated Date Pending FBC Approval Summary of Products (305)820 -4201 » 305 274 4807 P 2/12 http :/ /www.floadabuilding.org/pr/pr_app_dtl. aspx?pa w... Method 1 Option A 03/11/2012 Model. Number or Name Description Hurricane Betiev1Jle Fiberglass Door c.a. Opaque US and 0/S Simla Door Unit Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure +70.01.70.0 Other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricanes Zone, and where pressure requirements as detem ined by ASCE 7 do not exceed the design pressures listed, 3-0' x 6.f max normal size, Hurricane protective system Is NOT required. See anchor detail DWG- MA- FL0170.07 for additional idonnation. 85922 Certification Agency Certificate FLSSs_14 C CAC Nif107077.01 Quality Assurance Contract Expiration iration Date 12/31/2014 Installation Instructions FLIi892 _R4 iI FL0170.od( Verified By: National Accreditation & Management Institute, Created by Independent Third Party, Evaluation Reports X92 P4 AE 644A.odf Created by independent Third Party: Yes Hurricane Belleville Fiberglass Door 8'.0' Opaque US and 0/S Single Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside i VHZ: Yes Impact Resistant Yes Design Pressures +70.01.70.0 Other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7do not exceed the design pneesures listed. 3'-0' x8'-0' max non' nal size. Hurricane protective system is NOT required. See anchor detail DING-MA-R-0171-07 fora.. tonal Infommtion. 8592.3 Hurricane Bd bile Fiberglass Door Unit Certification Agency Certificate FL8692 R4 C CAC M007077.02.bdr Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FU3892 R4 J!._FL0171.adf Verified By: National Accreditati000n & Manager rent Institute. Created by Independent Third Party; Evaluation Reports FL8892 114 AE $03A.odf Created by independent Third Party; Yes SO Opaque WS Single or Double Door w/ or w/o 8ideltes Limits of Use Approved for use In HVHZ; Yes Approved for use outside HVHZ: Yee Impact Resistant Yes Design Pressure: +50.5/.50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zane, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures fisted. 13'-13 x WO' ' max nominal size. Hurricane protective system Is NOT required. See anchor detail DWG- MA- FL0170.07 for attritional informatiort Certification Agency Certificate FL8692 P4 C_CAC NIO07077.01.Pdf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FLT? R4 JI FL0170.pdi Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports R.80112_114 AE 502A.pdf Created by Independent Third Party: Yes 88924 Hurricane Belleville Fiberglass Door SO Opaque O/S Single or Double Door e/ or w/o 3lpetites Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HUM: Yes Impact Resistant: Yes Design Pressure: +85.W -50.5 Otter: Evaluated for use in fixations adhering to the Florida 2 of 4 Certification Agency Certificate FEP2 P4 C CAC t0407o1 Quay Assurance Contract Expiration Date 12/31/$014 Installation Instructions 92 R4 II aQ17Q�1f 05/30/2012 02 :05 PM 2012 -05 -30 15:46 Lowe's 2254 Millwork (305)820 -4201 » 305 274 4807 P 3/12 Florida Building Code Online bttp://www.floridabuilding,org/pr/pr_app_dtl.aspatarammw„, Building Code Including time High Velocity Hurricane Zone, and where pressure requirements as detemfned by ASCE 7 do not exceed the design pressures Gated, l2'•0' x s'.a° max nominal size. Hurricane protective system is NOT required. See anchor tletati DWG- MA°FL0170.07 for additional Information. 68925 Verified By; National Accreditation & Management Institute, Created by independent Third Party: Evaluation Reports t2A. Created by Independent Third Party: Yes Hurricane Belleville Fiberglass Door 8' 4)' Opaque I/S Single or Double Door w/ or w/o Sidelitas Unit omits of Use Approved for use in HYHZ Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +50.5(-50.5 Onto: Evaluated for use In locations adhering to the Florida Building Code inducing the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures iced, 121-0' x e-0' max nominal size. Hurricane protective eystan is NOT required. Sea anchor detail DWG- MA- FLO171 -07 for additional Information, Certification Agency Certificate C CAC NI(107077.02.c df Quality Assurance Contract Expiration Date 12(31/2014 Installation Instructions FLOM R4 ti FL4171.odf Verified By: National Accreditation & Management Institute, Created by It Third Party: Evaluation Reports EL8I392 R4 AF Q01As41 Created by Independent Third Party: Yes 8692.8 Hurricane Belleville Fiberglass Door 0-0' Opaque O/S Single err Double Door w/ or w/o Sidetites Unit Limits of Use Approved for use In HVHZ Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/ -50.5 Other: Evaluated for use In locations adhering to the Florida BuitdIg Code including the High Velocity Hurricane Zone, and where pressure requirements as damned by ASCE 7 do not exceed the design pressures listed. 12.0' x -V max nominal size. Hurricane protective system Is NOT required. See anchor •FLO171.07 for additional information. 8692.7 Limits of Hurricane Bed Fiberglass Door Unit Certification Agency Certificate F1.An2 P40 CAO N1007077,0 odf Quality Assurance Contract Expiration Date 12(31/2014 Installation instructions F R4 11 R& Verified By National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8692 R4 AS i A. 1odf Created by Independarrt Third Party: Yes 8'8' Glazed I/S and 0/S Single or Double Door w/ or w/o Sksiites for use in HVHZ Yes Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure; X6.0/5.0 Other: Evaluated for use In locations adhering to the Florida Building Code including ding the High Velocity Hurricane Zone, and why pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12.0' x 6-8' max nominal size. Hurricane protective system Is NOT required, See anchor detail DWG-MA-M0172-07 for additional information. Certification Agency Certificate FL3322 R4_0 CAC 411007077.00.cc ff, Quality Assurance Contract Expiration Date 12131/2014 Installation Instructions F 2292 R4JI FL 0172.odf, Verified By: National Accreditation & Management institute, Cleated by ineopesaka Third Party: Evaluation Reports ptaiire2 R4 ALOO2A.odf Created by independent Third Party: Yes 8&92.8 Hurricane Belleville Fiberglass Door Unit i7,-0* Glazed I/S Single or Double Door w/ or w/o Sideritae Limits of Use Approved for use in HVHZ Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressured +43.0/•47.0 Other: Evaluated for use in to tkms adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requlrernents as determined by ASCE 7 do not exceed the design pressures listed.12'-0" x 2 -0° max nominal size. Hurd protective system Is NOT mired, See anchor detail DWG -MA-FLOI 73.07 for additional information. Certification Agency Certificate MatifikR4 0 CAC N1007077.04.pdf Quality Assurance Contract Expiration Cato 12131/2014 Installation Instructions FL8692 R4 11 FL 0173,cdt Verified By: National Accreditation & Management Institute, Created by independent Third Patty: Evaluation Frans MS$92 R4 AE 501A.odf Created by Independent Third Party; Yes 8692,9 Hurricane BellevWa Fiberglass Door 6'-r Glazed 015 Single or Double Door w/ or w/o Sidefltes Unit 3 of 4 05/30/2012 02 :05 PM 2012 -05 -30 15:47 Lowe's 2254 Millwork Florida Building Code Online (305)820 -4201 » 305 274 4807 P 4/12 hnp://www,floridabuilding.org/pr/pr_app_dtl.aspeparammw... Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure; +47.01-45.0 Other; Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure require its as determined by ASCE 7 do not exceed the design pressures fisted. 1247 x8'-0" max nominal size. Htaricxare protective system is NOT required, See anchor detail DV - MA- FLO173 O7 for additional Information. Certification Agency Certificate FLt R Q CA N10D7if77.04.er1f Quality Assurance Contract Expiration Date 12131/2014 Installation Instructions FLOM R4 p R 0173.adf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8892 114 AE 601A.15df Created by Independent Third Party: Yes 8692.10 Hurricane Belleville Fiberglass Door Unit Limits of Use Approved for use in HVHZ Yes Approved for use outside HVHZs Yes Impact Resistant: Yes Design Pressure +55.0/-86.0 Other; Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as detemdned by ASCE 7 do not exceed the design pressures kited, 120- x SW max norrdnat size, Hurricane protective system is NOT required. See anchor Detail DIAP3 •MA- FLO1?3.07 for additional information. 2.0' Glazed 0/S Single or Double Door w/ or w/o Sidelites (with surface bolts) Certification Agency Certificate FtS992 R4 C CAC NI007077.04.pdt Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions MK R4 it_EL 0173.pdf Verified By: National Accreditation & Management Institute, Created by ln►t Third Party: Evaluation Reports FLOM R4 AE s01A.odt Created by independent Third Party: Yes Next Thesrsto of Florida Is an AAlt311O ee0loyer, ggegig stb7.atr a seated pJeutda. Pdveav t ^ &agleam= :: Rotund Stamtnant Udder Florlde lap+ e•msll addresses are public reaarda. If you donut aeon your e-mail address released In response toe ppille•reoords request do not sent electronic met m tMs erlty, Mead. mane* Am by plata er by tredltbrtpl ma% limns/0 any questions regarding CSPRe ADA vat eaoesslbiiiti, pteease cordate our web Manor dzazzoO. Product Approval s+ooxe� `34C� l ddesateynunlpa 4 of 4 05/30/2012 02:05 PM A• A CM- N': Ott -_'31 . '1 := °, V ' 16-: i6. wa o a - : k? 'aB ..: .:141Pairnivitma von - t : .- -. - ...: ?4 Mist 4 f1; _. ' 't !*P1.014) ? €!? ,t 0 - 'cgs - - - - -- - - - 3 - al"Z q r - . . LI$$:: - -. : 4.-9 • `. i$r :. J.. - d a : �tl - i iS.nvt. ... i> ;444: - - -. :01.044:-:- _ _ +4� _yam F.. - . :.. " - - i ' S -a.F i :3 q[1�- •- w At -Alt-1410. - sa'Fr� sR.. -- �tv��g,�t�>p-�%.jyqS��qS��{{ _ WW-7.... _ .. > - _ - -_ _. _ .7:t3.-1::::-7 �' - is•.7. • ^-£1� _ '- ... . . ... • - .. :. . , -- _.. ... - - - - • _ _ . - b ._: -- F T. .. `-a'•.- y6 te:. ».. » -: : ..' i,, ' : : - r..::.:... " ». . - - i. - . W:-..-.: � $•• • - • -• r - NAA:• . : - _4 P '0 i * e -• " - - - -.. : • -. : • ... +_ ;_'�• -.. -' _ . • -_- - .: -Pkyi. - ... .. • �$�� :- .-: • � 4 :.: ii: - 404 .. - t : .- -. - ...: ?4 Mist 4 f1; _. ' 't !*P1.014) ? €!? ,t 0 - 'cgs - - - - -- - - - 3 - al"Z t bfb t d m 4 4 C Pi 1; " L •Mr L I i E g s 1 2 V 1 9 A m t ^-- MAX. FRAM HERD+T 81.675' 6.3" MAX__,,�� Q.L.O. MAIL We HEIGHT 79.250' MASOMTE INTERNA7IQNAL CORP. 1955 POWIS ROAD WEST CHICAGO, IL 60785 ,SEE s,aMOl 81:56 0£- 0-2LO DOOR PRDDLICr COME 08' 00m WED nu Is ! a emu,MOTES 11J8M11 L • I IA AA ... , _nee MASOMTE INTERNA7IQNAL CORP. 1955 POWIS ROAD WEST CHICAGO, IL 60785 ,SEE s,aMOl 81:56 0£- 0-2LO SEE DEM I. C' SHT. 2 3 -I I- N R EE DETAIL -If sar_ 2 0 m ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS. PE (FLORIDA $62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BANG CONSIDERED FOR USE. JAM% HEAD. AND THRES`I01.0 FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16° TAPCONS. A PHYSICAL SHM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2- 1/2 °. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2° MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EM3EONEW OF 1 -1/4 °. 3. WOOD BUCKS Er OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. —I�a Ii-- HARDWARE SCHEDULE; TYPICAL WOOD BUCK ANCHOR [NS7ALLATIOV 1. 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5 -1/2° CENTERUNE. 2. 4° X 4° FULL. MORTISE BUTT HINGES. TYPICAL MASONRY ANCHOR INSTALLATION disc ?dip -R REONNIF D27elbra+s2 N C9 C TI O 3 vase 4/9 /Oa Dare. oPic sr: SOS W LIT CO N CP V at DAMS gO.. OWl` 46t- F'I.CIiE s» 3+sue N .. I .-j s' 1 6. 11 11 111 O- 4 MORE EOUALLY SPACED (i) 11 I HARDWARE SCHEDULE; TYPICAL WOOD BUCK ANCHOR [NS7ALLATIOV 1. 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5 -1/2° CENTERUNE. 2. 4° X 4° FULL. MORTISE BUTT HINGES. TYPICAL MASONRY ANCHOR INSTALLATION disc ?dip -R REONNIF D27elbra+s2 N C9 C TI O 3 vase 4/9 /Oa Dare. oPic sr: SOS W LIT CO N CP V at DAMS gO.. OWl` 46t- F'I.CIiE s» 3+sue N cgi 5 7 A t 0 -- O r=. 9 9 1 1 1 �� 1 1 9 PRODUCT: 6l ,' ' 0 I 1 1- 4 MORE EQUALLY SPACED erg• 6" 4 II 1 49 nill PRODUCT: 6l PAl OR M. ,4aa DA ANG Va ._ - -- - ti p,E A .1nfrAr. IMDR MDR PROWff D�ASSaiU LOCATIONS MASOMITE INTERNATIONAL CORD, 196b POWIS ROAD WEST CHICAGO, II. 60185 d 'GEE s,sMO1 9 SI 0£- 2012 -05 -30 15:48 Lowers 2254 Millwork Laic A. lamas P. 4432 Woodlord Rd. Lewisville, NC 2T023 3369469595 Product' Double Door with sidelites 12'x6'— 6°"` This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. (305)820 -4201 » 305 274 4807 P 9/12 Manufacturer. Masonite Report #: 602A Date: 12/29109 Drawings verification: This analysis verifies anchoring for the following drawings; DWG- MA- FL0120-05 DWG- MA- PL0132.06 DWG-MA-F1.0122-05 DWGMA-FL0134.05 DWG-MA- FL0124.05 DWG-MA-R.0140-05 DWG- MAFL0126-05 DWG- MA-FL0142-05 DWG- MA- FL0128 -05 DWG -MA FLA143 -06 DWG- MA-FL0130-05 DWG- MA- FL0146 -06 DWG- MA- FL0147 -06 DWG-MA-FLOW-06 DWG- MA-FL0153.06 DWG MAFL0166 -06 DWG- MAFL0160 -06 DWG- MA- FL0160 -07 Anchors to be acetified; 1. #10 Wood screw, for installation in wood frame substrates, 2. 3/16° I7W Tapcon, for masonry installation Anchor capacity in shear condition: Rastenertype: #10 woad envoi Side members Douglas Fir -Lerch Side member thickness: to Side member dowel bearing strength; NJ a Minimum required penetration: Duration Factors Allowable Design Value: Co VP 1.000 in 4,650 psi 1.330 in 1.6 171 Its /anchor DWG -MA FL0162 07 DWG -M - FL0168.07 DWG-MA-R.0170-07 DWG-MA-R.017247 DWG -MA FLA174-07 DWG- MA•FL0176 -07 (NbS 2005,11.3) Main member: Spruce- Pine -Fir Main member thickness: Main member dowel bearing strength: Screw bending yield strength: Tabulated lateral design value: tee Fm, a Fo 4e 107.0 lbs Mode xV 1.500 in 3,350 psi 00,000 psi Fastener type; Substrate: Minimwn embedment: Minimum edge distance: Tabulated shear design value: Z = Minimum edge distance: Tabulated shear design value: z Actual edge distances Design value per interpolation: Z e Allowable Design value: Z'n Minimum anchor eapineitye 3/16" ITOV Tepee* Hollow block 1.25 in 1,13 in 112 lbs 2.63 in 197 lbs 2.50 in 189 be 189 lbs/anaher 171 lbs/anchor N.O.A. 07. 1126.10 Minimum Cte C spacing: Actual C To C spacing: C to Cawing factor Note Anc*ors with the least meetly is used for eakulations to quality eachore with higher copactry, pohorealculztLIOns re hod ble, Pressure amen stops with harm Id: 36.38 86,88 1 of 79.25 n prassurm 60.0 2,25 in 3.00 in 1.00 zote Area (1Y) Load N's) Iral. O °) (its Anther Result Os) ' Ai 2.3 138 N/A N/A 171. 1 • 138 .. OK A8 7,7 463 6,00 21,00 171 5 93 OK Al 7,7 463 N/A N/A 171 3 154 , OK Luis R. Lomas P.E. FL No,: 62514 1/7/2010 2012 -05 -30 15:48 Lowers 2254 Millwork (305)820 -4201 » Luis R. Lomas P.E. 1432 Woodford AV, Lewiav�, NC 27023 338.045.92e0 bauble. l ssure away from suss: 36.38 36,88 72,75 79.25 305 274 4807 P 10/12 Manufacturer. Masonite Report 0: 502A Date: 12/29/09 Design preinsure; 60.0 Zone Area 012) Load Obn) Thd. On) Max. O.C. (In) Anchor Result Cap. OW) (021) Load Obs) A�100 (n) 602 6.00 21.00 171 5 120 OK AE 10,0 602 N/A WA , 171 4 150 OK bauble. Pr st with saddle hresholds 36.38 36,38 A2 72,75 79,25 Gist Design lure: 60,0 37.50 36.38 36.38 37,50 Area Load incl. A4 _ Anchor - Zone (021) Obs) On) (n) Cap. b) Q (bs) Result Al 2.3 138 N/A N/A 171 3. 138 OK At 8,9 532 6.00 21,00 171 5 106 OK A9 7.7 ' 463 WA N/A 171 3 154 OK .3 10.0 601 N/A WA 171 4 150 OK 37.50 36.38 36.38 37,50 79,35 147.75 Double with sidentes. Pressure away from stops 37.50 36,38 36.38 37,50 wAl \Al: ,gY'� ,1\ Aa A1�. Al I"\ �YMYMYA3Y _Al VA4N/A4\,/Al\ A4 n A4 n Al' Zone 79,35 147.75 Double with sidentes. Pressure away from stops 37.50 36,38 36.38 37,50 147,75 bauble with sidelites Pressure eaeinst stops with ssaddtl2 threshold• 37.50 36.38 36,38 37,50 79.25 Design pressure: 60.0 wAl \Al: ,gY'� ,1\ Aa A1�. I .1. I Al I r -M L I Pci J ,J A /AZ.\ Aa,4 147,75 bauble with sidelites Pressure eaeinst stops with ssaddtl2 threshold• 37.50 36.38 36,38 37,50 79.25 Design pressure: 60.0 Design pressure 60,0 Area Load Ind. Max. Anchor Aa,4 Zone ( ) tom) (In) O,C, (I) Cap. Obs) Q _ Load OW Result A1 2,4 146 N/A N/A 171 1 146 OK AQ 7.9 473 6.00 21.00 171 5 95 OK Aa 7,8 468 N/A N/A 171 8 156 OK A4 2,3 138 N/A 'N /A 171 1 138• OK Aa 7.7 463 WA N/A 171 3 154 OK Design pressure 60,0 2of4 79,25 Design Pressure: 60.0 Zone Area Load Ltd. Max. Anchor Aa,4 Zone ( ) ( ) M) 0,4. On) Cap, Obs) /Al\ ' Load Ps) Result As 2,4 146 WA N/A 271 1 146 OK Ad 7.9 473 ' 6.00 21.00 171 5 95 OK A9 8.9 537 N/A , N/A 171 4 134 OK A4 20.0 601 N/A N/A 171 4 150 OK 2of4 79,25 Design Pressure: 60.0 Zone Area VIA) \Aln /'\�i /1M/ as y Aa,4 I AO I P4% Load Obs) /A1 \J 2.4 I /Al\ WA 2of4 79,25 Design Pressure: 60.0 Zone Area VIA) Load Obs) It , Ind, M o.C. Os) -- 1..... Anchor Result Cap, Obs) Qty Load Obs) As 2.4 146 WA WA 171 1 146 OK A2 7,9 473 6.00 21,00 172 ' 5 95 OK A8 7.8 468 N/A N/A 171 3 186 OK A4 8.9 537 N/A N/A 171 4 234 OK Ate, Ab .2,3 138 N/A N/A 171 1 138 OK 7.7 " 463 N/A WA 171 3 154 OK A� 10.0 601 N/A N/A 171 4 150 Ok sew Luis R. Lomas P,E. FL No,; 62514 1/7/2010 2012 -05 -30 15:49 Lowe's 2254 Millwork (305)820 -4201 » 305 274 4807 P 11/12 Lu /s R. Lomas P.E, 1432WOOdford Rd. Lewisville, NC 27023 336 - 9459686 ,Anchor Locations: Double door with sidelites Manufactures Mason Report #: 502A Date: 12/29/09 Note: Anchor locations indicated it this document are the minimum required for the described product exposed at the design pressure indicated herein, 3of4 • I Luis R. Lomas P.E. FL No,: 82514 1/7/2010 I , . 1 ■ ,- ■ i--711Ei17: �r. 1 I t . .....1 5 ...1 , Note: Anchor locations indicated it this document are the minimum required for the described product exposed at the design pressure indicated herein, 3of4 • I Luis R. Lomas P.E. FL No,: 82514 1/7/2010 2012 -05 -30 15:49 Lowe's 2254 Millwork Luis R. Lomas P.E. 1432 Woodford Rd. ManufbCturer: Masonite Lewisville, NC 27023 Report #: 502A 3385 41308 Date: 12/28/09 ,Auto r_Locations: Double door 4 of 4 (305)820 -4201 » 305 274 4807 P 12/12 6.00 1YP. 6.00 13.46 MAX. 0.0, 79.25 8.00 1 was 6.00 TIP, 16,teTfp. 3.001YP. -I I-1 ' I I $8.46 I I I I - ---I I Note: Anchor locations indicated in thhis document are the minimum required for the described product exposed at the design pressure indicated herein. • fi x: :i• ;;e:.... •.w;,i: „” . . ., .. • 'fir•"• �: .. 14, ft 110 Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Arlenis Silvera From: Hendrix, Todd H. (P.E.) [thendrix @cphengineers.com] Sent: Wednesday, April 04, 2012 12:59 PM To: Arlenis Silvera Subject: Todd Hendrix Window Permit WS 10 -11 -1918 Arlenis. Good afternoon. As I mentioned, I would like to request a 30 day extension to my window permit. The manufacture was delayed in delivering the windows. I received them last week, and would greatly appreciate an additional 30 days on my permit. Thank you for all your assistance with the permits. Best Regards, Todd H. Hendrix, PE Sr. Vice President/Associate CPH Engineers, Inc. 1992 SW 1st Street Miami, FL 33135 305.274.4805 Phone 305.274.4807 Fax 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 &11-1&(1,1— INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): iPJ?% 46147P,b Address: �, ID l'' _,I ' t01.– 5 City: y1A 5ti S State: ft- RECEIVED OCT 18 2011 BY Permit No. Q�., I t Gl j v Master Permit No. Phone #: 3c " 4115' iii 33‘38" Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: `.1v pJ f% 1,>.2.- 5-r City: Miami Shores County: Miami Dade Zip: 3113 b Folio/Parcel #: i i t ff'' oho `1t ) to Is the Building Historically Designated: Yes NO / Flood Zone: J'2 CONTRACTOR: Company Name: Quote q(A IL-96Q"' 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: $ 1Z ) vJt2 Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration New Aepair/Replace Demolition kit/44'116W jii,bW5 4 1:01>C475–S Description of Work: ******** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** Fees************* * * * * * * * * * * * ** * ** * ** * * * * * * * * * * ** Submittal Fee $�� Permit Fee $ (� o CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ '2(e) �° Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ayproved and a reinspection fee will be charged. Signature i•r•A Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this l 9 The foregoing instrument was acknowledged before me this day of , 20 _, by , who i. personally kno to me r who has produced who is personally known to me or who has produced as identification and who did take an oath. day of C'Z) , 20 \l, by lit �Ttr 2�1✓ i� , As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY S\\�011111 ClItY Y • O ss NOTARY PUBLIC: rte. v . _ Sign: .. m 43y ��' 0 5 ; Print: o� '�q� �o `�®? �`�� My Commission Expires: X05.7 'Y ( Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (INNER BUILDER DISCLOSURE STATEMENT NAME: DATE: I0I1 ��LI I ADDRESS: 110 < 54a•6 33 ( 3 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State. Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working 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 employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is respons le for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instea' of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or lice .numbers on permits and contracts. Initia 4. I understand that I may build or 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 exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantial) improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I builtbstantially improved it for sale or lease, which violates the exemption. initial 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initi 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and b county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or emplo ees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully y ling as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal incom tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers corr)nsation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I wit abide by all a s plicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Se 'ce, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I ma .ntact the Florida Construction Industry Licensing Board • at 850.487.1395 or htto : //www.mvforidalicense.com /dbnr /pro /cilbfind= .html Initial //. 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initia 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informa that I have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. I / Was acknowledged before me this - -� --day of [- , 20 By bap 4-X who as personall n to me or who has Produced ere License or as identification. 0 NER NOTICE OF COMMENCEMENT A RECORDED04 COPY MUST BE POSTED ON THE JOB SITE AT TIME. OF FIRST INSPECTION PERMIT NO. � --1l ` 1% TAX FOLIO NO.. 11 5 M6 1v STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: Z(a CFN 2011R0728012 OR Bk 27875 Ps 13271 (tae) RECORDED 10/27/2011 14:11:18 HARVEY RUVIN, CLERK. OF COURT i9IAh1I —OADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office .x S,�, �� .n -t•; � ! • ,y(Lt Attis 2. Description of improvement: 3. Owner(s) name and address: 1 VD 1-� tJS— 1404/4 3'�`kf + T2— � (+0 Interest in property: • lam/ Name and address of fee simple titleholder • 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ . 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(x)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NO r E OF COMMENCEMENT. Signature(s) of er(s Prepared By Print Name !aDv Title/Office a. _ STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing ins rrient waacknowledged before me this ri;- 1 uthorized Officer/Director/Pa Misr Prep t et§ , ,e3 !� A¢ // Print 111.r � ff1f Pile/ eV"I_ r r 14122fWaNNEWIrree y 27 .. ,�./ ek. Q3rr l}i�rr1� � ❑ Individually, or ❑ as for 10 Personally known, or Q produced the following type of identificatipr Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director/Partner /Manager who signed above: By 123.01 -62 PAGE 3 3/10 MY HEL EF1' * COhlM \ + =`'a 045645 !IRE kNavember z:,2Ot4 Bonikthrueteget ferry SgAtes Comparison Chart Window Replacement for Hendrix Residence Opening NOA Size of Width and Opening Design Approval Opening Height (IN) Design Pressure of (SF) Pressure Component (PSF) (PSF) Door #1 09- 0316.05 42.85 75 '/ x -45.9 -65.0 82 +41.9 +65.0 Door #2 09- 0316.05 18.85 33 x 82 '/ -48.3 -65.0 +44.4 +60.0 Door #3 08- 1003.06 79.69 143 x 80 % -44.4 -60.0 +36.3 +60.0 Door #4 08- 1003.06 39.85 71 '/2 x -60.0 80 '/ 4, +60.0 Door #5 09- 0316.05 18.99 33 % x , -65.0 -- +60.0 Window #1 09- 0319.08 18.69 36 5/8 ' . -80.0 1/2 73- +80.0 Window #2 09- 0319.08 18.69 36 5'8 - -80.0 7312 +44.4 +80.0 Window #3 09- 0319.08 25.52 73 %2 x -47.6 -80.0 50 +43.7 +80.0 Window #4 09- 0319.08 25.52 73 '/2 x -47.6 -80.0 50 +43.7 +80.0 Window #5 09- 0319.08 18.69 36 578 x -48.3 -80.0 7312 +44.4 +80.0 Window #6 09- 0319.08 18.69 36 5'8 x -58.0 -80.0 73 112 +44.4 +80.0 Window #7 09- 0319.08 19.27 73 %2 x -48.3 -80.0 37 3/ +44.4 +80.0 Window #8 09- 0319.08 6.39 36 sus x -50.4 -80.0 25118 +46.5 +80.0 Window #9 09- 0319.08 6.39 36 5/8 x -50.4 -80.0 251'8 +46.5 +80.0 Window #10 09- 0319.08 9.20 52 3'4 x -50.4 -80.0 251/8 +46.5 +80.0 Window #11 09- 0806.03 19.31 77'/ x 36 -58.0 -130.0 +44.4 i0l Qiiii Window #12 09- 0806.03 33.84 133 %2 x 36%2 , � -46.6 ! R 0 6� i,� �%∎ +42.7�e c`;.-N1�E}4., ti� -47.3;'` +p..`,,LCSRiSfis° 50" 09- 0825.03 50" H Mullions +43 7 ~' i NOF.836 '94 ; • 37 3/4" 09- 0825.03 37 3/4" H -48�,� * • • l 5 : 4 Mullions '_ ST +44"x. � :. OF a � , � _ � �,� Gam' /c3--do 100i141■StiONAt 1sittt` , v" �1 !� to l*. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC, 8130 N.W. 74111 Ave., Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1800 Outswing Aluminum French Door w /Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. W01 -64, titled "Series 1800 Aluminum French Door w /Sidelites (L.M.I..) ", sheets 1 through 15 of 15, prepared by Al Farooq Corp., dated 09/17/01 with revision E dated 02/03/09, signed and sealed by Arshad Vigar, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Glass Type "C' has been rescinded from this NOA LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 'Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA # 06-1229.03 and consists of this page 1 and evidence pages .E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.aov/bnildinacode NOA No. 09- 0316.05 Expiration Date: January 3, 2012 Approval Date: May 13, 2009 Page 1 AWP. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W01-64, titled "Series 1800 Alum French Door w/Sidelites ", sheets 1 through 15 of 15 prepared by A1- Farooq Corporation, dated 9/17/01 with revision E dated 2/03/09, signed and sealed by Arshad Vigar, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum French Door, prepared by Fenestration Testing Laboratory ,Inc., Test Report No. FTL -2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03-0805.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94, 2) Cyclic Wind Pressure Test per FBC, TAS 203- 94 Along with marked -up drawings and installation diagram of an aluminum French Door w/3 -point lock, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3389, dated 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA Test#06- 1229.03) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5675, dated 9/17/2008, signed and sealed by Carlos S. Rionda, P.E.. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 2/02/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 . Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0316.05 Expiration Date: January 3, 2012 Approval Date: May 13, 2009 E -1 AWP� LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate" dated 12/27/07, expiring on 12/16/2012. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex HIG ", expiring on 05/21/11. F. STATEMENTS 1. Statement letter of "No financial interest", dated 5/07/2009, signed and sealed by Arshad Vigar, P.E. 2. Statement letter of conformance with the 2007 Florida Building Code dated 5/07/2009 signed and sealed by Arshad Vigar, P. E. 3. Statement of laboratory compliance, as part of above referenced test reports. G. OTHER 1. Notice of Acceptance # 06- 1229.03 issued to Yale Ogron Manufacturing Co., Inc. for their Series 1800 Outswing Aluminum French Door w /Sidelites — Impact approved on 2/21/2007 and expiring on January 03, 2012. 2. Test proposal dated 01/13/05 approved by BCCO E -2 Fitz A. Harris, P.E. Product Control Examiner NOA No. 09-0316.05 Expiration Date: January 3, 2012 Approval Date: May 13, 2009 (sheet 1 of 15) SERIES 1800 ALUM FRENCH DOOR W/ SIDELITE5 APPROVAL APPUES TO SINGLE (x) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 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 WAIL 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 IMO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 8 3/4" MAX. HEAD/SILL CORNERS �a J ' /'\ 1 d © \ / • _ /;; / \ \ of\ a / L_ i 1 III; // ii_ / -r- Il Il n rI II I I 1 \ //I'� / I! It \ ❑ L - -; =_= -\--ti \ It *; II� (�__� \ H \ II Q 00 'T'r��" i 23 7/8' MAX. D.L. OPC. 34' MAX. LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR 6 3/4" MAX. HEAD /SILL CORNERS 71 3/4- FRAME WIDTH 12" DOOR OPTIONS D.L OPC. 34' MAX. LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR GLASS D.LO. DIMS, D.L.O. HEIGHT (DOOR & =ELITE) = FRAME HEIGHT - 13" D.LO. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.825" D.LO. WIDTH (XX DOORS) (FRAME WIDTH - 241/2 DOORS /SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ARSEAO CNN. FIA. PE 5/ 88833ei CAR. 38 V1 MAY 07 Z009 L8SERXTRBVISED wItbBtePkvids Db FFOdBmtCA®trAT Olvidon 3 I I -i v V R z 8 B B a B LJ i3 5 drowing nO. WO 1 -64 ' /'\ 1 / l \ / • - III; // ii_ / -r- \ \ U \_L__ \ ;;\ II �I \ y,,, II II / u _ = =u - -1 11 -7- II/ 9 f II j -d== / t I g'1 — \ //I'� / I! It \ ❑ L - -; =_= -\--ti \ It *; II� (�__� \ H \ II Q 00 'T'r��" i 1 l t f 1 DOOR OPTIONS D.L OPC. 34' MAX. LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR GLASS D.LO. DIMS, D.L.O. HEIGHT (DOOR & =ELITE) = FRAME HEIGHT - 13" D.LO. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.825" D.LO. WIDTH (XX DOORS) (FRAME WIDTH - 241/2 DOORS /SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ARSEAO CNN. FIA. PE 5/ 88833ei CAR. 38 V1 MAY 07 Z009 L8SERXTRBVISED wItbBtePkvids Db FFOdBmtCA®trAT Olvidon 3 I I -i v V R z 8 B B a B LJ i3 5 drowing nO. WO 1 -64 9 3/4" MAX MEAD/SILL CORNERS NN_ I I I I I I /jI�I I 99 \ SSS �Ili�/ 1 I I \ / 1 1 —LI- t • / . — i\ u \ \ t� II / n-7- H/ ;4 ,II /._C__ II II / II / _L_ Il /��j \ \ \ -ll ``JI /VI _ - -F J -C-_ /- // II ii -- II II \ lid \ II / II / =` II/ j 11 I I I I II II 1 1 1I VI IY ii it II - - -4 it 11 11 II It __b___ II II 11 11 - = == r — II II �< .rV II ii II --- -- - -- N--- II II II II_ _ =11 __ 11 II © 11 1 / \ 1 1 ( r- II , ,f V ... /lY - -__l_ II \ 11 \ _ _L___ � \II N I ii\ __m_- it C `,J n \\ It ® ®® I'p 4 N y1 I N 1 1 1 l 1 I I 1 1 1 1 TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELITEN FRAME WIDTH 3" 12" I I 3" vp I I I I__ /II \ A 1 t I i • • / / " / / \ \ // i\ u \ \ t� II / n-7- H/ ;4 ,II /._C__ II -- Ili / n tl II \ I u \1II Iv II\ -_tt_\ It © II \ \\ I I ® oe , O \ 1 1 1 1 1 1 1 1 BIAELITE OPTIONS 3" MAX. MEAD /SILL. CORNERS TYPICAL ELEVATION ( OXXO ) WITH DIRECT CAT ID • LITES Enr: ARSNAD v10AR FLA. PEI 39953 CLAN. 3539 IUAY 0 7 2009 8 1 O C = C m Y s drawing no. W01 -64 (sheet 2 of 15) 5 3/4" MAX HEAD/SILL CORNERS 39 1/2" 35 5/5" MAX. LEAF WIDTH 13 3/4- MAX. ;\ HEAD /Sa1 1/8" ANN. GLASS .090 PVB INTERLAYER SAFLEX RIG BY 'SOLUTIA' .092 ALUM PANEL SIMONE C1/8` ANN. GLASS 8 /8` THX. PLYWOOD SILICONE GE 28001 1 GE 2801 v.092* ALUM PANEL 28 t /2- IDOW WIOTH 25 3/8" Dl. OPG. (FIXED) 8 1/4' // // 24" D.L. OPG. 28 t/4" �/10 2 r PH SMS AT 8- FROM ENDS WINDOW DOOR AND t8` o.c. MAX. GLAZING DETAILS TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR WITH SERIES 2500 SINGLE HUNG WDW. INSERT WINDOW INSERT OPTION drawing no.I WO1 -64j sheet 3 of 15) SINGES LEAF (x) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - NSF FRAME HEIGHT INCHES DOOR WIDTH INCHES GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A'. '8' OR 'D' INCHES INCHES EXT.( +) INT.(-) 31 1/2 79 65.0 65.0 37 1/2 3/4 65.0 65.0 31 1/2 83 3/4 65.0 85.0 37 1/2 83 3/4 65.0 65.0 31 1/2 25 65.0 65.0 37 1/2 3/4 65.0 85.0 ( x ) DOUBLE LEAF (XX) DOORS WITHOUT SIDI:WES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT INCHES DOOR WIDTH INCHES DUBS TYPES FRAME WIDTH FRAME HEIGHT 'A', '8' OR 'B' INCHES INCHES EXT.( +) INT.( -) 80 79 65.0 85.0 72 3/4 85.0 65.0 60 83 3/4 65.0 65.0 72 42 65,0 65.0 60 95 3/4 65.0 85.0 72 79 3/4 65.0 85,0 DOOR WIDTH A \ / / / / 7 ( XX SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - POP FRAME HEIGHT INCHES DOOR WIDTH INCHES 5/8" PLYWOOD FRAME WIDTH FRAME HEIGHT .082" ALUM PANEL INCHES INCHES EXT,(+) INT.(-) 31 1/2 83 3/4 85.0 85.0 39 1/2 38 85.0 65.0 STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSP FRAME HEIGHT INCHES DOOR WIDTH INCHES PANEL SIDEUTE WIDTH INCHES DIRECT SET SIDEUTE FROTH INCHES GLASS TYPES 'A'. 'B' OR 'D' ExT, ( +) IM, ( -) \ \ / / / 30 18 65.0 65.0 / 31 1/2 (X) 38 18 65.0 85.0 85.0 65.0 60 (xx) 42 18 \ 48 18 85.0 65.0 79 3/4 84 18 - 65.0 85.0 30 18 65.0 65.0 37 1/2 (6) 38 18 85.0 85.0 72 (XX) 42 18 65.0 65.0 48 18 65.0 85.0 30 18 65.0 65.0 31 1/2 (X) 38 18 85.0 65.0 60 (XX) 42 18 65.0 65.0 83 3/4 48 18 65.0 65.0 37 1/2 (6) 30 18 85.0 BSA 85.0 85.0 72 ( 38 18 65.0 65.0 42 18 30 iB 65.0 65.0 31 1/2 (X) 36 18 65.0 85.0 95 3/4 (XX) 42 15 65.0 65.0 37 1/2 (6) 30 18 85.0 65.0 72 (XX) 38 18 65.0 83.0 DIRECT SET SIDEUTE WIDTH DOOR WIDTH (X) OR (XX) SIDELRE W. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 SIDEUT W. (0) DOOR W. . SIDEUTE Wt, SOLUTE w. DOOR W. _., SIDEUTE W.. (OX DOOR w. / / / / //.. \ • \ \ \ \ \ / / / / / / \ ( ' \ (OX DOOR w. PANEL SIDEUTE WIDTH DOOR WIDTH (X) SIDEUTE W. / / / //.. \ • \ \ \ \ \ / / \\ ) / / v / PANEL SIDEUTE WIDTH DOOR WIDTH (X) SIDEUTE W. DOOR W. ( 0X0 ) /\ \ / / / / / AR5HAD- N AA Crow. M N Pr / 3366883 1MY 0 7 2009 ( OXXO ) erRSNSBO mitersonstviththenoada ieftehoceite V 4 u, • a. 242 Q aoa A n i B 2 B A Growing no. WO1 -64 (sheet 4 of 15) / / / ( ' \ \ \ DOOR W. ( 0X0 ) /\ \ / / / / / AR5HAD- N AA Crow. M N Pr / 3366883 1MY 0 7 2009 ( OXXO ) erRSNSBO mitersonstviththenoada ieftehoceite V 4 u, • a. 242 Q aoa A n i B 2 B A Growing no. WO1 -64 (sheet 4 of 15) 1/8" HEAT STREN'D GLASS .090 PVa INTERLAYER SAFLEX RIG BY 'SOLUTIA' 1/8" HEAT STREN'D GLASS 7jID x 3/4' P14 SMS AT 5' FROM ENDS AND 12 -1/2" 0.C. TYPICAL GLASS TYPE 'A' 3 1 /8" HEAT STREN'D GLASS .015' URETHANE ADHESIVE .070' INTERLAYER 'SAF -LEAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .015" URETHANE ADHESIVE 1/8' HEAT STREN'O GLASS GLAZING DETAIL AT DIRECT SET SIDELITE GLASS TYPE 'B' GLAZING OPTIONS 1/2' HEX STEEL nP THRESHOLD BOLT GLASS TYPE 'D' HINGES; EXTRUDED ALUMINUM BUTT HINGE STEEL 1/13" " STAJNLESS JAMB STILE ONE EACH AT 8 ROD AT " FROM TOP & BOTTOM AND ONE AT MIDSPAN LOCKS; OPTION At STANDARD STEEL DEAD BOLT LOCK BY KWIKSET/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -3/4` FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 34 -7/8` FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE. (PLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) OPTION .2 3 POINT LOCK SYSTEM BY 'C -U HARDWARE INC.' WITH METALLIC SURFACE MOUNT HANDLE AT ACTIVE LEAF LOCK STILE. 35 -1/2" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF IN -ACTIVE LEAF LOCK STILE. YE -824 GLAZING ADAPTER OPTION$ ingr: ARTITHO MOM F cna. OA.p e MAY 0 7 2009 PRODUCTREMED runaztrithdeftede IOSape %.19 z gl 3 a ac 4 yB 8 U m B drawing no. WO1 -64. (sheet 5 of 15) OPERATING UNITS WOOD SUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4* DIAL TAPCON BY 'ITW' OR 1/4' DW. ULTRACON BY 'ELCO' (Fum177 KSI, Fy=155 NW) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU tBY BUCKS INTO CONC. OR MASONRY 1 -114' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SINS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" PIK. PAN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1112 SINS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED MUWONS (MIN. THK. _ .0901 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pe . 3000 PSI MIN. MASONRY I'm w 1500 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. Env: AR§HAD VIGAR FLA. PEI 3880 CAN. 7538 1AY 07 2009 PRODUCTREVISED ea Aeoptexce Tod Dfaision A .8- • ■ drawing no. WO 1 -64 (sheet 6 ot18) a a OPERATING UNITS 3 POINT LOCK ON ACTIVE LEAF OPTION Engr. M AUD VO AR CAAL CAA MIS tk"— MAY 0 7 2009 1 TYPICAL. ANCHORS SEE ELEVATIONS FOR SPACING • • P ,10 X 3/4' PH SMS AT 4 -3/4' FROM ENDS AND 14' D.C. MAX. S a /SILICONE o JJJ a { TYPICAL ANCHORS . SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNITS //4' MAX. SHIM PANEL SIDELITE INSTALLATION DETAILS 110 X 3/4' PH SAM AT 4 -3/4' FROM ENDS AND 14' 0.C. MAX. TYPICAL NE #10 X we PH SMS AT 4 -3/4' FROM ENDS AND 14' O.C. MAX. SCREWS NOT REDD. FOR SIDELITE /ODOR JAMB CONNECTION i 8 TYPICAL ANCHORS FOR SPELEV. ACING 4 • EXTERIOR DOOR WIDTH FRAME WIDTH TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 GLAZING CHANNEL OPTIONAL • V. > ▪ v ��TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS DIRECT SET SIDELITE INSTALLATION DETAILS ERA A11908 VIOAR CARL RA PE __311163 (34-- WILY 0 7 2009 V fe I u�m r. drawing no. WO1 -64 (sheet 9 of 15) .989 21 .781 1.547 .250 22 PRESSURE PLATE 1.594 .375 082J F 1.494 0 SNAP CAP .718 1 1.700 12 GLAZING CHANNEL 1.104 .9 070 3.758 4.250 0 TOP /BOTTOM RAIL 4,138 .070 1.834 4.282 0 HINGE STILE STAINLESS STEELJ2' FH MS (THREAD CUTTING) .450 YH -850 HINGE ASSEMBLY r 1.834 .070 4.811 ® LOCK STILE SIDEUTE FRAME ITEM 8 PART # REQD. DESCRIPTION MATERIAL MANF. /BDPPLIER/REMARKS 1 YE -832 1 DOOR FRAME HEAD /JAMB 6083 -'T8 - 2 YE -810 1 STD. THRESHOLD 8083 -T8 - 2A YE -1820 1 14I -RISE THRESHOLD 8083 -T8 - ZB YE -840 1 OPTIONAL THRESHOLD 8083 -18 - 5 YH -809 AS REDD. SIDEUTE FRAME 8083 -TB - 6 YE -801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 6083 -T6 - 7 YE -803 I DOOR LEAF JAMB - HINGE SIDE 6083 -T5 - B YE -802 I DOOR LEAF - LOCK 510E 6063 -T9 - 8A YE -837 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 8063 -T5 - 9 YE -808 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6083 -T5 - 10 YE -818 AS REOD. COVER PLATE 8063 -T5 - 12 YE -824 4/ LEAF GLAZING CHANNEL - - 13 YE -835 AS REDO. EXTERIOR GLAZING LEG 6083 -T5 - 14 YE -833 AS REDD. INTERIOR GLAZING LEG 8083 -15 - 15 YN -4004 AS REDD. WOOL FIN WEATHERSTRIPPING (.187 X .260) - ULTRAFAB 17 YH -822 AS RECD. BULB WEATHERSTRIPPING (.198 X .280) - TEAM PLASTIC 19 YH -815 I LOCK SET BY HARLOC OR WESTLOCK - - 20 YH -810 AS RECD. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST 21 Y14-850 3/ LEAF BUTT HINGES, AT 10 -5/8' FROM ENDS & 96DSPAN ALUMINUM WITH SS PIN 22 YE -805 4/ LEAF PRESSURE PLATE-TIE ROD 8063 -15 2 -I/2' LONG 23 Y14-830 2/ LEAF S /8' DIA. THREADED ROD STEEL - 24 YH -818 2/ LEAF 3/8' -18 HEX FLANGE NUT STEEL - 2S YH -641 AS RECD. INSTALLATION SCREW HOLE CAP PLASTIC - 28 YE -642 2/ LEAF FLUSH BOLT GLIDE. 1 -1/2' LONG) 6083 -16 - 27 YH -656 2/ LEAF FLUSH BOLT ADJUSTMENT PLATE ST. STEEL - 28 YH -681 1 PROTECTIVE BOX NYLON - 29 YH -818 1 PASSAGE LEVER SET ASSEMBLY (MODEL 101 -PL.) - YALE 30 TH -817 1 DEADBOLT ASSEMBLY (MODEL. 820 -SOL. CYL.) - - 31 YH -818 AS RECD. INSTALLATION SCREW COVER STRIP 8063 -T6 - 32 TH -808 AS REOD. SIDEUTE FRAME MULUON 6083 -T5 - 4.862 (� LOCK STILE (FOR 3 POINT LOCK OPTION) STD. THRESHOLD HI- RISETHRESHOLD .110 .078 4.000 1.500 OPTIONAL THRESHOLD Ewon ARS;WU wax+ CAB. FLA PE #_36883 CAN. 338 SHAY 0 7 2009 V i! i a 1 R s m I 4 drawing no. WO1 -64 el sns rid ,t x CO stwtM-24x E O° OW o' dBlL os -17 -o+ (05*1 3/9, -' (4r. Or 'woo no p e np 1on B 11.20.02 NO CHANGE SINS SKEET C 11.13.06 DENTED FCR 2004 FBC D 01.29.0) NO CHANGE ONS SHEET E 02.03.09 GE9EFGU. REVISION (SES 18OO M.UU FRENCH DOOR W/ LUTES {LUi.)) AWP. LLC. 8130 N.W. 74TH AVE. MEDLEY, FL. 33166 TEL. (305) 887 -2848 FAX (305) 883 -1309 i. AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. ST AVE MIAMI, FLORIDA 33174 TEL. (905) 4848100 FAX. (305) 2624E176 \ COMP— ANL \W01 —CRAMP STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) 98-24 x yr FM. UNDERCUT SYS. COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP Y LONG ALUM. Fl.USHBOLT GUIDE. ATTACHED TO FRAME STILES AT TOP (SHOWN) AND BOTTOM. (2) /10 -24 POINT B UNDERCUT. FM. FLUSH BOLT GUIDE AND ADJUSTMENT PLATE ASSEMBLY TOP FLUSHBOLT ASSEMBLY (2) 910 -24 POINT B UNDERCUT, PH. MS I -I/2' LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME STILES AT TOP PAD BOTTOM (SHOWN) COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRP STAINLESS STEEL FLUSH/30LT ADJUSTING PLATE WITH (2) 98 -24 x 1/r FH, UNDERCUT SMS. BOTTOM FLUSHBOLT ASSEMBLY Env: ABSHAD VICAR CML FLA P£ 3P1853 CAN. / .35 MAY 0 7 2009 INIODUCTRIMBED mialewithewfladde Ripkiminso AluifteaNDVII drawing no. W01 -64 sheet 12 of 15) 3/4• IAN. THROW SOLT PENETRATION TYPICAL ANCHORS SEE SPACING ELEVATIONS FOR SPACI - , •- . . i Ut 414611 0. 3 Z a 8 1 � $!l 3 � Al � Q Nh a � — Q 110 SMS SEE s ELEV. O jI1l 0 mare Pi IF: . 1 11 WEEPHOLES; I''y WI = 1" LONG WEEP NOTCH AT EACH ENO } Q -- rd - /(oars SEE ELEV.. FOR SPACING IIIl�I jlj i1 c, I, I. I�1 i� 8 Im riIIIII 3I,IHI I. i • b N �i S �•:I \ ALTERNatE vro� Sea y Q ?'1111 r da eepk M A Data 5 R wIl� ® © (ltl FIR O! ° ° ql OPERATING UNITS W/ S.H. WOW, • ED ° . ° , ° TYPICAL ANCHORS SEE FOR SPACING ° . ° TYPICAL ANCHORS 0 drawing no. W01-64 sheet 13ot15) SPACING Emir ARSWAD NOM CNI CAN. 3379 Mg 0 7 2009 IIIRODULTRovisim EmaelabbtfieFlorista Aftipanal No A90 LroB 6MS -non un Division �ro! 4 9heet14of15 to FRAME HEAD 1.327 .827 1 toes .Bert ,.1 1.437 -I 1.062 FIXED RAIL 1.187 .035 I 1.625 —1.812 g VENT TOP RAIL VENT BOTTOM RAIL gA FRAME SILL 41_1. 1..055 .842 8 VENT SIDE RAIL ® FRAME JAMB S.H. VENT CORNER DETAIL ITEM # PART # REOD. DESCRIPTION MATERIAL MANF. /SDPPUER/REMARXSS IA YE -169 1 FRAME HEAD 6063 -T5 - 2A YE -187 I FRAME RU. 8083 -T5 - 3A YE -102 2 FRAME JAMB 6063 -T5 - 4A YE -,S2 1 FIXED RAn. 8083 -75 - SA YE -151 1 VENT TOP RAIL 6063-15 - 6A YE -168 1 VENT BOTTOM RAIL 6063-15 - 7A YE -92 2 VENT JAMB 6063 -15 - 8A YB -4 AS REOD. GLAZING BEAD ALUMINUM ROLL FORMED 10A - 2/ VENT BLOCK A TACKLE BALANCE - - 11A YH -511 AS RECD. BULB VINYL PVC SINGLE 12A YH -510 As RECD. BULB VINYL PVC SNOLE 13A YH -509F AS RECD. PILE- SCHLEG EL .187 X .250 - FIN SEA. (DOUBLE) 14A YH -504 2/ VENT VENT LATCHES NYLON /CELCON AT 11' FROM ENDS 145* YH -515 2/ VENT CAM LOCKS ZAMAK AT 11' FROM ENDS 15A #10 X 3/4' 8 FRAME ASSEMBLY SCREWS CRS PUTTED. PH SMS 16A #8 K 1' 2 FIXED RAIL SCREWS CRS CAD PLATED. PH SMS 17A #B X 1 -1/4' 4/ VENT VENT ASSEMBLY SCREWS CAS CAD PLATED. PH SYS IRA YH -59O I REINFORCING BAR (.625 x .3l2) STEEL - 3/4' WEEP NOTCH AT EACH END OF SCREEN RETAINING LEG S.H. FRAME CORNER DETAIL mpy 0 7 2909 z 0 1 1 ]yn 1 C drawing no. WO1 -64 (sheet 15 of 15) MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 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 (AID). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply With the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "11000 High Impact" 9'0" Aluminum Sliding Glass Door — L.M.L APPROVAL DOCUMENT: Drawing No. 07 -305, titled "Series 11000 Impact Sliding Glass Door", sheets 1 through 18 of 18, dated 12/18/2008 with revision "1" dated 11/13/2008, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372.6339 www.maimidade.aov/bnildinacode NOA No. 08- 1003.06 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 Page 1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 07 -305, titled "Series 11000 Impact Sliding Glass Door", sheets 1 through 18 of 18, dated 12/18/2008 with revision "1" dated 11/13/2008, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of a Aluminum Sliding Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5626, dated 07/22/2008, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Tilteco, Inc., dated 09/11/2008 and 11/17/2008, signed and sealed by Walter A. Tillit, Jr., P.E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB, Interlayer" dated January 05, 2006, expiring on December 11, 2010. F. STATEMENTS 1. Statement letter of no financial interest and conformance with FBC 2007, dated September 17, 2008, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Laboratory compliance letter for Test Report no. FTL -5626, issued by Fenestration Testing Laboratory, Inc., dated 07/22/2008, signed and sealed by Carlos Rionda, P.E. 3. Addendum letter for Test Report no. FTL -5626, issued by Fenestration Testing Laboratory, Inc., dated 11/14/2008, signed and sealed by Jose Sanchez. G. OTHI RS 1. None E -1 Jaime D. Gascon, ` .E. Chief, Product Control Division NOA No. 08- 1003.06 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 GENERAL NOTES: 1. SERIES 11000 HIGH IMPACT SUDING GLASS DOOR, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Nat USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1826 OF THE ABOVE. MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY, INC. LAB REPORT # 5626 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. REMAINING COMPONENTS FOR THIS SLIDING GLASS DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS AND COMPONENT SHEETS 2 AND 3 RESPECTIVELY OF THIS DRAWING. 3 MAXIMUM DESIGN PRESSURE RATINGS FOR THESE DOORS SHALL BE AS SHOWN ON SHEET 4, SEE_ DOOR ELEVATIONS ON SHEETS -4 THRU 7 FOR OUALIFIED CONFIGURATIONS. 4 1 11+ , . :1 r ! PROTECTION DEVICE, 5. THIS SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR IS APPROVED FOR AIR AND WATER INFILTRATION. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER. WITH Fy =25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7 ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE. G =0.55. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH (SEE SCHEDULE ON SHEET 7A). (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3.192 MI), MIN. EDGE DISTANCE = 2 1/2 ". — 1/4 "0 TAPCON W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITN BUILDEX, INC (COMPONENT ®, THRU 1" P.T. WOOD BUCK. — 1/4 "0 KWIK —CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT 2®), THRU 1° P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK MIN. EDGE DISTANCE = 2 1/2 ". — 1/4 "0 TAPCON W/ 1 1/4° MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT a, THRU I" P.T. WOOD BUCK. — 1/4 "0 KWIK —CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, 'INC (COMPONENT CO), THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE = 1 ". — 1/4 "0 TAPCON W/ 1 1/2" MIN. THREADED PENETRATION, AS MANUFACTURED BY .ITW BUILDEX, INC. (COMPONENT 0. (Co) TO EXISTING MIN. 1/8" THICK ALUMINUM MEMBER (6063 -75 ALLOY) MIN. EDGE DISTANCE = 1/ °. — 1/4 "0 -14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 9 ). (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A -500, A -653 OR A -36) MIN. EDGE DISTANCE 1/2 °. — 1/4"0-14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ®). 10. PROVIDE 1/4" MAX. SHIM SPACE (TYP.). 11. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH. FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS P.A.D. PREPARED BY THIS- ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. MUMI DAVE WU14IY F.B-C. (High Velocity Htttdcatte Zone) P.E. OV17 1E 197007 TA,TTW INC. IL ECO INC. ` TI UJT Tama a �tlyl N OOMPAN7 Pow , taljbt O'.t,MwB A o -m.4!, t ce�n b71 N FLDPoDA Up, M 15,4 SERIES 11th HIGH IMPACT SLIDING GLASS DOOR apCIN BT1 L6/it0Y. 12/18/07 DATE Mt le 1070A•ma WOW a OM ft% le 11/0/00 a 07 -305 oSAVANO No SHER 1 or is BILL OF MATERIALS TEEM # PART # DESCRIPTION MATERIAL 1 010301 -1 FRAME HEAD 6063 -T8 2 GIC302 -1 FRAME SILL 6063 TB 3 GIC303 -1 FRAME JAMB 8083 -T8 4 010304 -1 TOP RAIL 6063 -T8 5 010305 -1 BOTTOM RAIL 8063 -T6 8 010308-1 LOCK STILE 6063 -T8 7 010307 -1 MEETING STILE OUTER INTERLOCK. 8063 -T8 8 GIC30B -1 MEETING STILE INNER INTERLOCK 8063 -TB 9 GIC309 -1 CENTERMATE FEMALE ASTRAGAL 6083 -T6 10 - 010310 GLAZING BEAD 8083 -T6 11 GIC311 INTERLOCK STIFFENER 8063 -T8 12 010312 RETAINER CLIP, 4" LONG 8083 -T6 13 010313 FIXED PANEL CLIP, 8° LONG 6083 -TB 14 - OPTIONAL INTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'D FOR 7' & 8' DOORS 8063 -T8 15 - OPTIONAL EXTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REO'D FOR 7' & 8' DOORS 6083 -T8 17 W223511K TOP RAIL + JAMB + STILE + ASTRAGAL WEATHER STRIPPING NEOPRENE 18 010315 BOTTOM RAIL SEAL VINYL 19 G1C314 SETTING BLOCK NEOPRENE 20 010318 GLAZING BULB NEOPRENE 21 FASTENER PANEL ASSOMELY SCREWS, 1100 1/4° P.H. S.O.S. S.T. STEEL 22 FASTENER FRAME ASSEMBLY SCREWS, #10x1' F.H. S.O.S. S.T. STEEL 23 FASTENER FOXED PANEL CUP FASTENER, (3) #10x1 /2' PH S.D.S. S.T. STEEL 24 - PANEL GUIDE (TOP ONLY) AT EACH END OF EACH PANEL 0 2/PANEL CELCON 25 #1939- 6010 -55 GLASS PANEL ROLLER ASSEMBLY AT (2) PER OPERABLE PANEL 0 EACH END OF PANEL ST. STEEL 26 FASTENER (2)1/4 "4 -20x1' LONG T.H. SS.MS. TO SDiES /ATRATAL FOR EACH ROLLER ASSEMBLY FASTENING STEEL 27 2300 -1OSS / #623Z HANDLE LOCK (INTERIOR AND EXTERIOR) 0 38 1/2 %BOTTOM WITH LOCK INSTALLATION SCREW (2) #8-32:43/8" F.H. MS. SS. INCLUDES ZAMAK HANDLE 0 35 1/2"/BOTTOM W/ #110 -24x1 3/4" 0.14. MS. SS. ST. STEEL 28 2500 -1061Z LOCK STRIKE PLATE W/ STRIKE PLATE MOUNTING SCREW (2) #10x1 1/4" P.H. S.DS. S.T. STEEL 29 ANCHORS 1/4". 11W DIA.D©X PPOCal ANTHCR OR 1/411 HL11 1080 -CON II ANCHOR (SEE S3fWI.E ON STET 7A ) STEEL 30 ANCHORS 1/4'9 -14 ITW BUILDER TEK SCREW (SEE SCHEDULE ON SHEET 7A) STEEL 31 GLAZING SILICONE SEALANT STRUCTURAL. SILICONE GE SCS2800, DOW CORNING 795 & PECORA 896 STRUCTURAL SILICONE 33 GLASS 0.458" OVERALL. LAMINATED GLASS W/ (1) 0.185" HEAT STRENGTHENED GLASS + (1) 0.088" INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY EI. DUPONT DE NEMOURS & CO., INC. PER NOA 05- 1208.02 + (1) 0.185' HEAT STRENGTHENED GLASS. - 34 - BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 3' FROM CORNERS MAX. AND 12" O.C. (MAX.), AT MID -GLASS BITE ELEVATION. BY FRANK LOWE RUBBEL AND GASKET FLB -28, CLEAR. SILICONE SUBSTRATE SEE SCHEDULE ON SHEET 7A) GLAZING DETAIL (SECTION) SCALE: 1/2' =1" AppromMnamplyinswilbar Pinida C Pstn NOM r �A MN MOE cowry P.O C. (Kph Vetodiy Hurricane Zone) NOV 17/9€19 P,E 5At./SIe80a8F/MIE 82807 181809 90. SERIES 11000 HIGH IMPACT SWING GLASS DOOR WAN 88 114,11C8 iL ECr01NC. Is* UntiliAtuit. Rs 'flUfl 1O1N5 t 0 10 COMPANY 280 WEST 78 ROAD 14141SAN, PL. PHONE: 5588 -15103 PAw 888-8883 07 -305 ... 12/19/07 mac in/074 118 111 ee®mi f f DRAWING Ile 88E37 20718 6.01 Y I .082' .375" 1-".. 5. 8063-T6 SCALE 1/2'.1' S.715" ® FRAME SILL 8083 -TO SCALE 1/2 " ■1" .188° REP. .0S4' 2.12E 2662" LOCK STILE 6063 -T8 SCALE 1/Y-1' Q7 MEETING STILE OUTER INTERLOCK 8083 -T8 SCALE 1/2' -1• 0 INTERLOCK STIFFENER 8083 -T6 SCALE 1/2.1' CO SETTING BLOCK NEOPRENE SCALE Y -r 287' 1.686' 0 RETAINER CLIP, 6083 -T6 4" LONG SCALE 1/2'.I .194' GLAZING BULB NEOPRENE SCALE 2 ■-1' ® MEETINGI STILE JNNER INTERLOCK 6083 -T8 SCALE I /2-1' DRU.,. V 1.793' 120XA18 DP. LEI ,Zg" 1.283° R.f09' .194'• n [(T7p.) ,a2r 0 FIXED PANEL CLIP 8063 -T8 8' LONG SCALE 1• -1' 082' (OW 1.745' 3.845' .130 °. .048' R.022' . -B 123' ® TOP RAIL, 8083 -T8 SONS 1/2•=1' .8.3? 3.000'- - 2.126' .076°- 5.082' (2) 20 R 316 DP` .004*- gds R031' (4) 0 BOTTOM RAIL 8063 -TO SCALE 1/2'-1' -.078" ZR.082' R(3) \ .234' --2600 --1 CENTERMATE 8083 -TO SCALE 1/2'.1' .891' �..1y25' (T p.) 2.014' 2.1W GLAZING BEAD 8063 -T8 SCALE 1/2' -1' o OPTIONAL ANTERIOR 414 JTTOM RAIL SEAL REINFORCEMENT FOR 0 OPTIONAL EXTERIOR S .,° FEMALE ASTRAGAL -REINFORCEMENT FOR 8083 -T8 SCALE 1/2' --1' EEMALLAEIENAL 8083 -T6 SCALE 1/2 °.1' Appravades0=101525withitre Maio Daft %Si14� Nom t;_7 Masi 18N8 DADE 00UNRY -RS C. 0H1oh Velod(y HLnnlcane Zone) 02007 1113000 130. COMPONENTS / I� ECOINC.\ TOUT ISSISNe • ENO COMPANY NfW 17 2008 •-, Net000pooLoom E0- 000S71e P.E. SEAVSICNATURF./DATE FLORIDA Lta 411§7P.E. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR Nang, 8n t.a m% '12/18/07 DAR 07 -305 DRAWING No SHEET 3 0718 A/8 • • D /11 FRAME WIDTH (SEE SCHEDULE) B/9 B' /10 B/9 DEL X /7AL__ DST. X/7ks. DEI'. II I II 49 3/18' MAIL FIXED PANEL WIDTH D.LO. WIDTH (SEE SCHEDULE} —" 0 48 1/4' MAX. OPERABLE PANEL WIDTH S A/8 4 II II) DEL X /7A� - --- B/9 4 A/& SIAM. z 0 61-i) (II I DEL X/..7-AT DEL X/7Ar- B'/10 B/94 TYPICAL EXTERIOR ELEVATION (OXXO) SCALE: 1/2" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. A D/11 J — C/11 V \ -DEr. Y/7A A/84 SIM. MAXIMUM DESIGN' PRESSURE RATING SCHEDULE FOR A MAXIMUM FRAME HEIGHT. FRAME WIDTH. D.L.O. HEIGHT & D.LO. WIDR{ DESIGN PRESSURE MAXIMUM FRAME FIEIONT MAXIMUM FRAME WIDTH MAXIMUM D.LO. HEIGHT MAXIMUM . D.LO. WIDTH +85, —85 psf & 15 psf AT WATER 9' -0" 16' -0" 9.9 3/4" 42 3/4" +91, —99 psf & 15 psf AT WATER 8' -0" 16' -0" 87 3/4" 42 3/4" +100, —120 psf & 15 psf AT WATER 7' -0" 15' -0" 75 3/4" 42 3/4" MIAMI DADE COUNTY NOV 17 !III: 02DR7 IN1mH ac / 1ILECO me. \ TRAIT TO MO R EMINEEIONO OOHPANY rmaT, tlRrooCaaLeem ER- 0008718 P.E. SEMfSIGNRURE/DATE WAL A ifgiT Jr.�P.E. F.B.C. (HIOh Velocity Hurricane Zane) SERIES 11000 HIGH IMPACT SLIDING GRASS DOOR caw ae La/110.I 12/18/07 DATE 07 - 305 51158110 Na SHUT 4 OF 10 A/81 1 D/12 8 FRAME WIDTH (SEE SCHEDULE **) DEi. X /7A-■,, B/9 11 r ♦ hi C/12 1. 49 3/19" MAX. FIXED PANEL WIDTH D.LO. SEE SCHEDULE 0 49 1/4° MAX. OPERABLE— PANEL WIDTH / S D/1 1 j rJI A/8 DEf. X/7—AT—B/9 —FRAME WIDTH (SEE SCHEDULE **) 49 3/16' MAX. FIXED PANEL WIDTH —) DET. Y/7A TYPICAL EXTERIOR ELEVATION (OX) SCALE: 1/2" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME it D.LO. SEE SCHEDULE ON SHEET 4 r 0 DEf. X/7A D/13 A/8 4 r 1i�1 FRAME WIDTH (SEE SCHEDULE **) B _4 ET. X /7A DL14 ♦ cJ1 C/13 DEL Y /7A kite' TYPICAL EXTERIOR ELEVATION (XO) SCALE: 1/2" = 1' -0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. h 49 I/4! MAX. OPERABLE PANEL WIDTH S DI D/14 D.LO. (SEE SCHEDULE ""T-- x rJ r A/8 IJ TI rJ 9/9 9 4 —DEG X /7A TYPICAL EXTERIOR ELEVATION (XX) SCALE: 1/2" = 1 -0 * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. C / 4 I c4 es complying with the coca Data NOAH IUdimnt mm01 ay ,1.G.., �litlF: -. •71:17" 1;?P. maa DACE CCUHw F.B C. (High Velocity Hurricane Zone Ca __ _..... NDV 17 2� 02007 tanoo INC. SERIES 11000 HIGH PAPAGTSLIDING GLASS DOOR TMEM4 80 LO.A ACX / IL EC o ANC. :: cm — - � � — 200 WEST 78 ROD :: MEAN, FL 33014 um PFIDrIE 608 -8103 • -� FAX: 606 -MISS � j , 12/18/07 DATE TILT MEOW Y piaw 0 COMPANY a» ,ww„ � zs,ee °�m '. 7a.ta�eta 4, ,:1 O7 -305 No PE 6FMf50A7URFJDATt wow VI I Sher 5 w 1C . A/8/ 7 D/15 fRAME WIDTH (SEE SCHEDULE +') DEL_ xf7Aa BJg DEr. X /7A- B'/1G II II ) S _D/15 FRAME WIDTH (SEE SCHEDULE 4*) an xi!.._ ....B/91 DEr. X- A/8 11 iI II II hi - D /16 r te\C/--v ,5 C J r C.1L' { 'r =!„3 A/8 DET. X/7-AT Big DET. X/7ATB-7/1 01 TYPICAL EXTERIOR ELEVATION (OXX) SCALE: 112" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 16$ DET. Y/7A DEL X /7AF B/91 DET. X/77AT A/8 4 SIM. TYPICAL EXTERIOR ELEVATION (0X0) SCALE: 1/2" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS.. 07821 017600 BC. f Iu Eca,NC.\ TSAJF TQ11N0 t 17100111:8910 OO PANY tinv-fir 2RM p- 9 p RE SEAC/eGNAT'H€/DATE WALIEIIFT.Oti 1�4418J.L MAW DADE COUNTY F.B.C. (High Vekvly Hun:ane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 9116N EA LEAAV 290 REEF 78 MAD aHO F WORN, 6�F}L 33014 4.1111 w,r aaagH 12/18/07 DATE nq n 'Main I 4 07 -305 DBAVONG No SWEET 8 OF IS 49.3/16" 1/////7) - -(SEE MAX. FIXED PANE- WIDTH / O.L.O. SCHEDULE 'per- 0 40 1/4" MAX. OPERABLE-- - PANEL WIDTH Cl/ / , S S _D/15 FRAME WIDTH (SEE SCHEDULE 4*) an xi!.._ ....B/91 DEr. X- A/8 11 iI II II hi - D /16 r te\C/--v ,5 C J r C.1L' { 'r =!„3 A/8 DET. X/7-AT Big DET. X/7ATB-7/1 01 TYPICAL EXTERIOR ELEVATION (OXX) SCALE: 112" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 16$ DET. Y/7A DEL X /7AF B/91 DET. X/77AT A/8 4 SIM. TYPICAL EXTERIOR ELEVATION (0X0) SCALE: 1/2" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS.. 07821 017600 BC. f Iu Eca,NC.\ TSAJF TQ11N0 t 17100111:8910 OO PANY tinv-fir 2RM p- 9 p RE SEAC/eGNAT'H€/DATE WALIEIIFT.Oti 1�4418J.L MAW DADE COUNTY F.B.C. (High Vekvly Hun:ane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 9116N EA LEAAV 290 REEF 78 MAD aHO F WORN, 6�F}L 33014 4.1111 w,r aaagH 12/18/07 DATE nq n 'Main I 4 07 -305 DBAVONG No SWEET 8 OF IS FRAME WIDTH (SEE SCHEDULE p) EV91 8'/10 DEf. X/7A� DET. 49 1/4' MAX. OPERABLE-- - PANEL WIDTH D.L.O. SEE SCHEDULE sir Z ;)// S A/8 4 B/9 I DEL OA% II _) A/84 S M. S A D/17 C/17 R / \DEf. Y/7A C. I I CIE 1 .) DET. X/7Af DET. X /7Ar B/9 B' /10 41 DEL OW- 8/9 A/844 SIM. Imo_ TYPICAL EXTERIOR ELEVATION- (XXXX) SCALE: 1/2" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 4* FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 WAD OADE COUNTY F.B.C. (High Velocity Hurricane Zone) OM DEMO M. / ILECONc.\ 7018 Ta7R10 It ENOINE30119 COIBAFIY Itw" NOV 17 BIOa tIX .mot' V.E. BFAVVEVATUREJWTE 1814 Ua 2riirr.E. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR team 88 L AAMV !►, '7j UMW IDOL MO WEST 78 ROAD 12/ 07 HMLEAH. FL. 33014 G7< PHONE: 8888103 7°38°D wow 07-305 DRAWN No 5HEET 7 OR 18 NUMBER OF ANCHORS AT CLUSTER 0 AT HEAD & SILL CONNECTION SCHEDULE MAXIMUM ANCHORS SPACING "S" * AT JAMBS CONNECTION SCHEDULE FOR A GIVEN ANCHOR TYPE. SUBSTRATE & DESIGN PRESSURE RATING FOR A GIVEN ANCHOR TYPE. SUBSTRATE & DESIGN PRESSURE RATING mix mg ANCHOR TYPE SUBSTRATE 0850$ Rim HEAD /SILL "n" I OF ANCHORS 0 FOR TAPCOW RR 11111X-CON II +80, -80 paf 9 5 1/4 °0 TAPCON UNCB DE +75, -7g pre 11 5 +85, -85 pat 11 7 OR CONCRETE KWIK -CON II CONCRETE +91, -99 pat 13 7- g �• +100; -120 pat 17 9 +80, -80 pet ' 11 OR +75, -75 pet 13 R.._0. 1/4 "0 TAPCON WOOD +85, -85 paf 15 +91, -99 pet 17 OR +100. -120 pet 19 N/A +80, -80 pet 9 7'-0° - "0 ALUMINUM +75, -75 pat 11 1/4 TEK SCREW MULLION +85, -85 pat 11 +91, -99 pat 13 STEEL MEMBER +91, -99 pat STEEL MEMBER +100, -120 pat 17 +80 -80 pat 7 5 1/4 °0 TAPCON +75, -75 pet 9 5 +85, -85 pat 11 5 OR CONCRETE +91, -99 pet 11 7 KWIK -CON II +100. -120 pat 15 7 +80, -80 pat 9 +75, -75 pet 11 8. -O" 1/4 °0 TAPCON WOOD +85, -85 pet 13 +91. -99 pat 15 +100, -120 pet 17 N/A +80. -80 paf 7 "0 ALUMINUM +75, -75 pal 9 1/4 TEN SCREW MUWON +8g, -85 pet 11 STEEL MEMBER +91, -99 pat 11 +100, -120 pat 15 +60, -80 pet 7 3 1/4 "0 TAPCON +75, -75 pal 9 5 +85, -85 pat 9 5 OR POURED CONCRETE KWIK -CON D +91, -99 pat 11 5 +100, -120 pat 13 7 +8O, -60 pat 7 +75, -75 par 9 7, _o. 1/4 "0 TAPCON WOOD +85, -85 pal 11 +91, -99 per 13 +100, -120 pat 15 N/A +6O, -80 pet 7 "0 ALUMINUM +75, -75 pet 9 1/4 TEN SCREW MUWON Cit +85, -85 pet 9 +91, -99 pat 11 STEEL MEMBER +100, -120 pat 13 O CORRESPONDS TO CLUSTER OF 0 OR ® ANCHORS AT . OF STILES /ASTRAGAL LOCATION (SEE DETAIL X) MEMO" f ANCHOR TYPE- SUBSTRATE owe( WINO JAMBS °n" I C� ANCHORS 0 FOR Kirk-CON FOR TAPCON +60, -60 pat 18° o.o. 18 0.0. 1/4'0 TAPCON POURED CONCRETE +75, -75 pat 18° o.c. 18" 11.0. +85,. -85 pet 18" o.c. 18 ". 0.o. OR OR KWIK -CON II CONCRETE +91, -99 pat 16 1/2" 0.o. 18" 0.o. g �• +100, -120 pat 13 1/2' o.c. 18" 0.0.. +80. -60 pat 18" o.o. OR +75, -75 pat 18° 0.0. 8' -0" -1/4 °0 TAPCON WOOD +85, -05 pet 18' o.c. +91, -99 pat 13 1/2" 0.0. OR +100, -120 pat 11' o.c. N/A +60, -80 pat 18' o.c. 7'-0° - ALUMINUM +75, -75 pat 18" o.c. 1/4 "0 TEN SCREW MULLION +85, --85 pet 18" 0.0. STEEL MEMBER +91, -99 pat 16 1/2° o.c. +100, -120 pat 13 1/2" 0.0. * CORRESPONDS TO THE SPACING OF TWO STAGGERED ANCHORS (SEE DETAIL Y) DETAIL X -X HEAD & SILL CASE N.T.S. DETAIL Y -Y JAMB CASE N.T.S. WO DADE COMM P.8.C. (High Velocity H unkcnaZone) NOV 17 2008 PL SUL/SON ATURE/OATE 02007 %TTA0 a1D. IL ECOINa'\ TN3T 1831646 i �Cpp 6IG =WANT . -aeaas Wlt.a { .ea,a tla 1.87P•E. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR awe Na L0/M011 ZOO WEST 78 II6LEAN,, FL. 33014 PHONE 558 -8103 FAX: 558 -8685 woo 17/18/07 DATE aRe as nc a, as 07 - 305 ORlw1N O Na MOW Itnne 4 SHOOT 7A OF 18 EMNO STRUCTURE E.D. KAE 9/1 2) E.D. (3E ICE 9/1) 2'x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE REO'D. E.D. 2) (SEE NOTE 9/1) SEE NOTE 9/1) lx P.T. WOOD BUCKS (SEE NOTE 8/1) 3 2 gO n ° 2' MAX. THICK HIGH . STRENGTH GROUT. II P TE 9/1 (2) ® (S'E INCIE 9/1) WOOD SUBSTRATE 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES /ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE 2"x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE ED. REVD. ED. NOE 9/1) * 2 1/4' LONG WEEP NOTCHES. 1 AT EACH END OF EACH RE AINER TRACK AT® SECTION A -A SCALE: 3/S "..1" POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.IL A-800 A-883 OR A-38 W/ 12 GAGE MINIMUM WALL THICKNESS. ALUM NUM MULLION SUBSTRATE E.D. E.D. SEE N ' SEE ) STEEL MEMBER SUBSTRATA, 0100'7 193100 INC. IL E C O INC. 'GLUT TWINS 4 EIDI 0OIWANY MW 1 7 9flAR E9 7��e°e�OO�eLe9 P.E. SGNIBd01TURE/DATE WAL LTa M1�7P.E. Approved es =plying with die Florida Cada Dolo NOA8 L�"k ay KAU DADE coamr FIC.OAAVeIx#rH 18ble) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR DONN 90 LS/M4Y 12/18/07 DAZE OT -305 DRANING Na 9OIT 8 OF 15 EXISTING STRUCTURE E.G. (SEE NOTE 1 15/I6! 9/1) E.G. SEE NOTE 9/1) P.T. WOOD BUCK (SEE NOTE a/1) POURED CONCRETE REVD. SEE N 9/1) E.G. SEE NOTE 9/1) lx P.T. WOOD BUCKS (SEE NOTE 8/1) ALUM NUM MULLION SUBSTRATE ** E.D. (SEE NOTE 9/1) E.G. (SEE NOTE 9/1) WOOD SUBSTRATE 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES/ASTRAGAL SEE SCHEDULE ON SHEET 7k 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. "x P.T. WOOD BUCK (SEE NOTE 8/1) POURED cONcRETE REVD. E.D. 9/1) * 1/4" LONG WEEP NOTCHES, 1) AT EACH END OF EACH REM RETAINER TRACK AT ® * ij4; 11/18. LONG WEEP NOTCHES. 1 AT EACH END OF EACH ERAIRE PANS. TRACK AT ® SECTION B-B SCALE: 3/8...er 2- MAX THICK HIGH STRENGTH GROUT. • • ( ) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE STEEL MEMBER SUBSTRATE, &mammal as complying wigi dm Soden Coda 1111' DP4 NOM 13y • Sod= Control • .51%..1=1!",.. 0472 COUNT, F.B C. (High Wady Hurricane Zone) Gm Tux= / IL ECO, nun norm 1319191008193Nmp e. WV 1 '7 ■1 ArglwALorrE' SEAL/1981411182/0AIE SERIES 11000 HIGH IMPACT SUDING GASS DOOR CAM en IAA= 290 WEST 78 ROAD HAIM, 71.. 33014 PHONE: 888-8103 saw ass—esso 12/18/07 DATE 1010e.P011 07- 305 DRAWING tie SHEET 9 07 18 EXISTING STRUCTURE NOTE 9/1) 1 18/181 NOTE 9/i) 2) 2 z P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE RETYD. $' MINIMUM WALL THICKNESS ALUMINUM ALLOY 8083 -T8 MIAMI DADE COUNTY APPROVED MILLION (UNDER SEPARATE APPROVAL). Ix P.T. WOOD DUCKS (SEE_NOTE 8/1) a A ALUM NUM MULLION SUBSTRATE E.D. 5E E.D. (SEE `NOTE 9/1) 1ii 43) © Mal m11101 _ '2' MAX. THICK HIGH •SIRENGTH,GROUT. f ED. (SEE NOTE 9/1) E.O. (SEE NOTE 9/1) WOOD SUBSTRATE lam% 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES /ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. � D TBUCK (SEE NOTE 8/1) POURED CONCRETE -r RETYD. (SEE NOTE 9/1) (2) 6 * 2 1/4 LONG WEEP NOTCHES, 1 AT EACH END OF EACH RETAINER TRACK AT® SECTION B' -B' SCALE: 3/e -l• POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE STEEL MEMBER SUBSTRATE, IMO DADE COUNTY F.B.C. (High Velocity HwTIcane Zone) Tr, t,G, GN E0M ENBFDMF9 9, 9 1/4' MAX. OPERABLE PANEL WIDTH D.L.O. SEE NOTE 1 INDICATED ( ► _.. ) a 0 � .. � F ti • � 0 is* -1 IlIl•Mllil`Y-- -[ I��_i ._'�- 111 Wei: o ' ...4` 1111M1111 1111 11111r■ ersjill (2) POURED CONCRETE OR CONCRETE BLOCK REO'D. 2'x T. wXK (SEE NOTE 8/1) 0 •-O MAX. I 4' -D° MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) (2> ® OR WOOD SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -883 OR A-38 W/ 12 GAGE IMUM WALL THICKNESS. 9 3/16' MAX. Fl %ED PANEL SECTION C —C (OXXO) 9 1/4° MAX. OPERABLE PANEL WIDTH D.LO. INDICATED BELOW) iD U 3; ' / -- v am!E SCALE: 3/8 ° °1' 4' -0° MAX. P.. BUCKS (SEE •NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE THICKNESS AIWMINNUM 81)83-75 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) STEEL MEMBER SUBSTRATE ECM 9 3/18° MAX. FIXED PANEL WI 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. (2) 4' -O' MAX. 1'-0° MAX FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION D —D (OXXO) SCALE: 3/8 ° °1° ALUMINUM MULLION SUBSTRATA, Nov 17 2008 O> 0? T41E00 014 IL E C ONC. \ CLUE 1131040 81 13401/4817111 40 COMPANY .-amm NtssolsoLcan ED P.E. P.E. SFAI./S WALT A TAUT ORATIOE/MiE FLOWN La. 44197 Imp DADE COUFRY F9:C. (High Veiledly Hwdaene Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR at AO MAXIM ama no WEST 78 ROAD HIALEAH, FL. 33014 PHONE: 580-8103 PAC 658 wow .m .as a norm oa MCI TM L.11/MAY 12/18/07 DATE 07-305 DRAWMO N. SKEET 11 OP IS rut EirSEMENT I 49 1/4' MAX. OPERABLE PANEL WIDTH O.LO. SEE NOTE 1 INDICATED BEL POURED CONCRETE OR CONCRETE BLOCK REQ'D. (2) 2 x P.T. WOOD BUCK (SEE NOTE 8/1) (SEE TE 4' -0' MAX. 3/18' MAX. FIXED PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) WOVb SUBSTRATE STEEL. MEMBER BY OTHERS SHALL CONFORM TO AS.T.M. A -5O A -863 OR A-38 W/ 12 GAGE INIMUM WALL THICKNESS 4' -O' MAX. SECTION C -C (OX) SCALE: 3/8' -1° 48 1/4° MAX. OPERABLE PANEL WIDTH DLO. SEE NOTE 1 INDICATED BEL P T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE 1/8' MINIMUM WALL THICKNESS ALUMINUM ALLOY 8063 -T3 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) STEEL MEMBER =BEAM NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2, SUBSTRATES CAN BE COMBINED AS APPLICABLE. (SEE N ' 0° MAX. 4'-0' MAX. 3/18° MAX. FIXED PANEL FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) I 1/4' MAX. SHIM SECTION D -D (OX) SCALE: 3/8' -1' ALUMINUM MULLION SUBSTRATE 02501 TOMO ere. / TIL ECOUN11.\ TOUT TOTING It ENBINE ONG 001IPANY getnothottratlerOWUFPN NOV 1 7 71108 tateootkodoont FL � BFAL/SIGNAIURE/OATE p��se- 64 16 4'L Approved es com er "S . Dee NIL'_ Tao : +3:Lti7/4c,. •- TvAmnS inn 1RO Control 1]t� NAM DADE COUNTY F.B.C. (High VelocIy Hart(oene Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR =TN 69 L6idedt 12/181//07 07 -305 DRAWING N. SHEET 12 OF 13 imE D SEE DOTE 0/ 2 49 3/18' MAX. FIXED PANEL WIDTH D.LO. SEE NOTE 1 INDICATED :I C POURED CONCRETE OR CONCRETE BLOCK M.D. rnrn V! 44,t 1 ird■rmagg >■ ww�ww.wp T—� . (2 ,�ii`��`_ Ili- I 0 tsi P.T. WOOD BUCK (SEE NOTE 8/1) WOOD SUBSTRATE )JOTF; 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -800 A-853 OR A -38 W/ 12 SAGE NIMUM WALL THICKNESS. (SEE N 0' MAX. 1/4' MAX. OPERABLE PANEL WID FRAME WIDTH (SEE NOTE 4' 0° MAX. INDICATED BELOW) SECTION C —C (XO) SCALE: 3/8°.1° 49 3/18' MAX. FIXED PANEL WIDTH D.LO. SEE NOTE I INDICATED BELOW) 2) z P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SIIISIRAIE 1/8° MINIMUM WALL THICKNESS CALUMINUM ALLOY 8083 —T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER WAVE APPROVAL) 1/4' MAX. SHIM r (SEE N '-0' MAX 4' 0' MAX. 1/4' MAX. OPERABLE PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SUBSTRATE SECTION D —D XO) SCALE: 3/8' =1' 1/4' MAX. SHIM ALUM5II��N�ppU�MM pM�UULLLION Approved Ts complying whh the Ficalds NO Comml HY MAW DADE COUNTY F.B C. (High Velocity Hurricane Zone) 00007 18.020 6O. / IL E C O INe. �.,� .�,,... —.... TIUUT TC21940 R 1240912101ING COMPANY NOV I'7 Irl(I Wa-- Trneas mt.�T.aam P.E. SATE iLt1A EV 444117 "& SERIES 11000 HIGH ACT SLIDING GLASS DOOR MR L13/8.08. .. Dows 200 WEST 78 ROAD HIALEAH. Fl.. 33014 888.6103 558 -6887 postmen 12/18/07 DAZE UV. 0 ems_ I as' aa' i MOM n I —OW fin 07 -305 DEAWOO Na STMT 13 OF 18 POURED CONCRETE OR D.LO. CONCRETE BLOCK READ. SEE NOTE 1 INDICATED EEL Yx T WOOD BUCK (SEE NOTE 8/1) WOOD SUBSTRATE 1/4" (SEE N SHIM _ 9 1/4Q MANX. OPERABLE PANEL FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) STEEL MEMBER BY OTHERS SHALL CONFORM TO AS.T.M. A-300 A-803 OR A-36 W/ 12 GAGE WALL THICKNESS. 4'-0° MAX. SECTION C —C (XX) SCALE: 3/8 " ®1' D.L.O. SEE NOTE 1 INDICATED 1 x P.T. WOOD BUC (SEE NOTE 8/1 POURED CONCRETE/ CONCRETE BLOCK SUISIRAIE 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 8083 -T8 MIAMI DADE COUNTY APPROVED MULLION (UNDER SMARM APPROVAL) m® STEEL MEMBER SUBSTRATE 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. (SEE N *-Cr MAX. 4' -0" MAX 1/4" MAX. OPERABLE PANEL FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION D —D (XX) SCALE: 3/8 "s1' MAX. SHIM ALUMINUM MULLION Panned is mmd7in8wtlh ab DxIx _* - lVO • t 4.121T TAE0 • fdi�s: ' Pia.ax1 Comma Byn66r° IMO DADE COUNTY F.B.C. (High Velocity Ruffians Zane) NOV 17 2008 P.E. SEAL/SIW4ATURE/DA1E •2071111.T100 01C. / IL ECOINC.\ 1NILIT TWINO & 04 018 COMPANY — e.'eui11 —t . H 1—, lee e-nmEt 000$7aoraem SERIES 11000 HIGH WA= SLIDING GLASS DOOR aaaw ed LaiMCv. 12/18/07 DATE 07 -305 DRAMM@ Re SOT 14 01 1! MNL (RE NOTE /i) 9 3/18" MAX. FIXED PANEL -' L3} ` 3. ; � 1� el 3' .i kD 0 li ' IPTAKIIIIN1 \INIIM11.f.1111 - — YAM "Min MIMI. ., ,.sl il44,---- sD�'I; imm (2) POURED CONCRETE OR CONCRETE BLOCK REVD 2x P.T. WOOD BUCK (SEE NOTE 8/1) 1/4' '1r(2) ® OR ©0 I`Max: SWAM 4. -. MAX - 4.-0' MAX. WOOD SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-800 A-853 OR A -38 W/ 12 GAGE NIMUM WALL THICKNESS. FRAME WIDTH (SEE NOTE 1 INDICATED SECTION C —C (OXX) SCALE 3/8 =1' 49 3/18° MAX. FIXED PANEL WIDTH mi!i1 ammo L ilk; - tr�� . 1 (2) OIL — 1/4' MAX. SHIM 4'-0' MAX. (2) OTE 1 INDICATED BELOW) 4'-0' MAX. 9 1/4' MAX. OPERABLE PANEL Ix P.T. WOOD BUCKS (SEE NOTE 8/1 POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE 1/8 ' MINIMUM WALL Tf9CIO ALLOY 8083 —T8 MIAAB DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) :mi- EO. E.O ® OR 3t3�0 STgEL M MBER SUBSTRATE 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 1 INDICATED MAX. —FRAME WIDTH (SEE NOTE 1 INDICATED EXTERIOR SECTION D -D (OXX) SCALE: 3/8' @0' BEL 0' MAX. 1/4' MAX. 1/4' MAX. OPERABLE PANEL ALUMINUM MULLION SUBSTRAT ODOR 722600 TIC. / 1IL EC 0 INC. TILIN TESTING & ENGINETW110 COMPANY NOV 17 Ids Ste0D1.Laom P.E. B!M WATURE/0A E WWI& Wr4t1. $ Approved es mmptylx8 with do FIttida Osto MAO _ _ Coaxal -175.'1 !, MAN DADE COMM F.C. (High Veladty Hterbane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR av2MI IM laLAIAV 12/18/01 DATE 07 -305 DRA8IND N. SHEET 111 OF 10 2'x P.T. WOOD BUCK (SEE NOTE 8/1) WOOD SUBSTRATE STEEL MEMBER BY OTHERS ST4N.L CONFORM TO AS.T.M. A -BOO A-853 OR A-38 WI 12 GAM NIMUM WALL THICKNESS. 8 3/16' MAX. FIXED PANEL 4' 0" MAX. E WITH (SEE NOTE 1 INDICATED BELOW SECTION C -C (0X0) SCALE 3/8 "m1" 49 1/4' MAX. OPERABLE PANEL WIDTH 01.0. SEE NOTE 1 INDICATED BEL. ri�� mei_ JrK lx P.T. WOOD (SEE NOTE 8/1 POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE ALUMINUMM ALLOY 8063 -TB CESS MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/4 STEEL MEMBER, SUBSTRATE 3/18" MAX. FIXED PANEL 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. 4'-O' MAX. WIDTH (SEE NOTE 1 INDICATED BEL EXTERIOR SECTION D -D (0X0) SCALE: SHIM ALUMINUM MULLION S BSTRATE =e4Dtus YNn81r86tlta BuBdReg Cade pate Nom AB& F.B.C. (High Velocity Hurricane Zane) • 7 UMW 111e. / IL E C O INC. .r-- 1KLR 30rpm • DWINE 11B COMPANY irtsbAvEt =MIL aeaaik Elb000Deol.com skaA0059119 P.E FWPoDA Ua 441!37 NOV 1 7 711118 P.E. SFAL/SO MIRE/00E SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR IRON 5R I.a/MCV 280 REST 78 ROAD HWFAH, F. 33014 PHONE: (305 558-8103 MO (300 658 -8888 wrr 16X110 I MOM 1 0* T 0*16 �6t6ut tt �J/ 1 ' 1 tm 12/18/07 07 305 mow Ne 8NIET 18 OF 18 (2) IDA EADTEDUENT IS E NOTE 0/1y D.LO. (SEE NOTE 1 INDICATED BEL POURED CONCRETE OR CONCRETE BLOCK REM W F�f 2 x P.T WOOD BUCK (SEE NOTE 8 /1) WOOD SUBSTRATE (2) 29 OR .. 4'-0" MAX. I 4• -0" MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-800 A -653 OR A -38 W/ 12 ME IMUM WALL THICKNESS. 1/4 MAX. OPERABLE PANEL O.LO. (SEE NOTE 1 INDICATED BELOW) o(rEim SECTION C —C (XXXX) SCALE: 3/8•=1" tx P.T. WOOD (SEE NOTE 8 /1) POURED CONCRETE/ CONCRETE BLOCK UBSTRATE /13` MINIMUM WAIL ALUMINUM ALLOY 6083 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) B 1/4' MAX. OPERABLE PANEL STEEL MEMBER SUBSTRATE H 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. (2) ©9 OR 310 4' -0• MAX. •- 4'-O• MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION D —D (XXXX) SCALE: 3/8•.1• 1 -O' MAX. ®0007 767600 Am LY1 /4' MAX. SHIM ALUMINUM MULLION SUBSTRATE / WIC \ 'MUT =RN* * ObDNION1/0 COMPANY P.E. SEAVSIGNATUREAVE tk.441b7P.E. } Agroved as 00n191ytn8 with the Maids Cods arm. Wool MAO_ obPsadwx 89 1 1'RlC•x. • THE DADE COUNTY F.B.C. (High VetoaHy Hurricane Zone) SERIES 11OO HIGH IMPACT SLIDING GLASS DOOR DAWA4 6n 1.D,/NMY 12/18/07 DATE 0R m {0010011 0 000.0 • 280 WEST 78 ROAD PHON X8688103 IWO 868 -8888 » 0001011 va 07 - 305 DRAWIND No SWEET 17 DP IN (2) #10 x I 1/4' P.H. S.D.S CONT. ;2) #10 x 1 1/4" Phi. S.D.S CONM. ffi1CONE III [2) $10 1 1/4' Fat SAS 111 CORNER CONNECTION AT p.RA'4E /HEAD+ T. AND SILL ,CORNER CONNECTION STILE AT TOP AND BOTTOM RAIL (NON OPERABLE PANEL) SCALE 1/4' = 1" (2) #40 x 1 1/4' P.H. S.D.S CONE. SNOOK (2) #10 x 2 810 x 1 1/4" S.D.S pORNER CONNECTION STILE AT TOP AND BOTTOM RAIL OPERABLE PANEL) SCALE 1/4' = 1' KW coos CWNIY F.B.C. (High VelocIIy Hurry Zane) 02007 10.7!00 201. / IIL ECOmo.` ,e^•�_' h Wr i'RIOi0 0 81811E OOFerANv ",7pFea�- w78o�a�l+e RAID Ua 441117P.E. P.E. SENJSIONAIURE/O11E SERIES 11000 HIGH IMPACT SWING GLASS 000R alteN eA LOAM.. 200 PEST 78 80M 12/18/07 HOLM FL. 53014 0117E PHONE' 558-8103 wpw 01448 000.00 888-8888 07- 305 lb SNOT 18 OF IS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows, Corp. 290 West 78th Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "20000 High Impact" Aluminum Single Hung Window — L.M.L APPROVAL DOCUMENT: Drawing No. 07 -307, titled "Series 20000 High Impact Single Hung Window — Large Missile Impact Resistant ", sheets 1 through 9 of 9, dated 12/19 /07, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode NOA No. 09- 0319.08 Expiration Date: May 27, 2014 Approval Date: May 27, 2009 Page 1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 07 -307, Sheets 1 through 9 of 9, titled "Series 20000 High Impact Single Hung Window — Large Missile Impact Resistant ", dated 12/19/07, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window with 5/16" and 7/16" HS laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -5807, dated 01/21/09, signed and sealed by Michael R. Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Tilteco, Inc., dated 03/17/09, signed and sealed by Walter A. Tillit, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 2, 2009, signed and sealed by Walter A. Tillit, P.E. 2. Statement letter of no financial interest, dated March 2, 2009, signed and sealed by Walter A. Tillit, F.E. G. OTHER 1. None. E -1 1� Manuel Per Product Control ' - i i i er NOA No. ' I 19.08 Expiration Date: May 27, 2014 Approval Date: May 27, 2009 GENERAL NOTES: 1. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NO USED IN THEIR ANALYSIS. FASTENERS SPACING IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. THIS WINDOWS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY REPORT # 5807 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. l , . r. ! ._1, •: I. 1.1.x. . 1 J. 1 . SHEET 4 (SCHEDULE #1). 3. THIS SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE, 4. THIS SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT IS APPROVED FOR AIR AND WATER INFILTRATION (SEE SCHEDULE #1 ON. SHEET 4), 5. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT SHALL COMPLY WITH SECTIONS 2411.5.1 & 2411.5.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER. WITH Fy= 25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G = 0.55. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. re = 3192 psi), MIN. EDGE DISTANCE (E.D.) = 2 1/2 ". — 1/4 "0 TAPC ANCHOR W/. 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT ), THRU 1" P.T. WOOD BUCK. • (B) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK WALL MIN. EDGE DISTANCE (E.D.) = 2 1/2". — 1/4 "0 TAPCO EMBEDMENT, W/ 1 1/4" MIN. EMBEDME, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT ), THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2xP.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". — 1/4 "0 -14 TEK SCREW ANCHORS W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT (D) TO EXISTING MIN. 1/8" THICK ALUMINUM TUBE (6063 —T5 ALLOY) MIN. EDGE (STANCE (E.D.) = 1/2 ". — 1/4 "0 -14 TEK SCREW, AS MANUFACTURED BY ITW /BUILDER, INC. (COMPONENT 22J ). (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A -500, A -653 OR A -36) MIN. EDGE DISTANCE (E.D.) = 1/2 ". — 1/4 "0 -14 SCREW, AS MANUFACTURED BY TTW /BUILDEX, INC. (COMPONENT ). 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). 11. REMAINING COMPONENTS FOR THIS ALUMINUM SINGLE HUNG WINDOW SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS, SHEET 3 OF THIS DRAWING. 12. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (a) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORER OF RECORD SHALL BEAR RPTHEDDA AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL IT. FLOISDA BURD1NG CODE (High Veka:ly M9IM9I a Zone) 97[71 7L1[00 M . ILEc0 INC \ 11WT tl MNO • ONKNO N0 COMPANY 7" "1."€: .- " . -- 3050911 + N=1m . i i (NWtta a APR`21 PEA SERIES 200 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DMNN 9711 I.A./f 1.114C.v. RCM 290 vow HA fl�4 PHONE 959 -9103 FAth 905 -9985 moirmmou 12/10/07 DATE 07-307 N" 916!7 S Of 9 A63•- -.e40• • 1.168• . 071. JAW — 3.«i• ,. ,.,,r R(de 10 FRAME HEAD SCALE 1" - r 6063 —TO ALLOY & TEMPER ®FRAME SILL SCALE 1° - 1" 6063 —T8 ALLOY & TEMPER oor 2.,67' (! )FRAME JAMB Sr-01F 1° - 10 6083 —TB ALLOY & TEMPER .NY ® FIXED MTG. RAIL 4 FO SCALE 1" ■ 1° SCALE 1" - 1' 6063 —T6 ALLOY & TEMPER 6083 —T6 ALLOY & TEMPER ® VENT TOP RAIL SCALE 1" m 1" 6063 —T6 ALLOY & TEMPER .«A• bee H.D. VENT TOP RAIL SCALE 1" - 1" 60633 —TB ALLOY & TEMPER SCALE 1" - 1" 8083 —TO ALLOY & TEMPER ® VENT BOTTOM RAIL SCALE 1 - 1 6083 —TO ALLOY & TEMPER El COLONIAL MUNTIN SCALE 10 1° 6063 —TO ALLOY & TEMPER 8063 —T6 ALLOY & TEMPER ® VENT SIDE RAIL SCALE 1° - 1" 6083 —T6 ALLOY & TEMPER COMPONENTS Or GLAZING BEAD FOR 7/16" GLASS SCALE 1" - 1" 6063 —TS ALLOY & TEMPER ® VENT LATCH SCALE " . 1• 60063 —T1 ALLOY & TEMPER EC 71Cf@IO ! INORGIONNO BOMPANY 0-6w9: 1OteceO .Od« P.E. 86M ANIINATUREDATE ®® GLAZING BEAD FOR 5/16" GLASS SCALE 1" - 1" 6083 —T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High V.100Ky FdmlwnoZone) SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DMAWN Org LA./►.P./,La.v. 12/19/07 DATE 07 - 307 ORANOxt No «t« 3"01= 914227 2 OF 9 III. 111111 I ficouLE �t oN SEI 4I� ill ON SHEET 4) -2.11-A- I- IIIMIIIIIIIIII j :' i r 0 r • i COSTING STRUCTURE (SEE SCHEDULE f2 ON SHEET 4) t ON SHEET 4) GLAZING DETAIL FOR ft 80■01 4.7.9. 10-:= ______;57-.---- - r i r i Y i Das= STRUCTURE (SEE SCHEDULE e2 ON SHEET 4) 1;ON SHEET 4) 0 ce W 1111 's. °i1 (SEE SCHEDULE 1 ON SHEET 4 1 ON SHEET 4) EXISTING UCTURE (SEE SCHEME ON SHEET 4)4) F2 or ON f SHEET 4) GLAZING DETAIL FOR d- GLAZING DAIL FOR Cra TILTS FLORIDA BUILDING CODS (KO Woody HR nTSSns Zane) 02007 11L7E00 NO. / IL ECO INe. TOUT T'EWT810 • 6NOINRRINO OOYPANY APR1P -2 I -- 0-rta6 Et0000 8 oen W5,}pREBA- ,0TB00L57719 PE. BEAUSIO NATUREAIATE FLOIO00. Lla. eriTT P.E SERIES2CO00 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 200 WEST 78 ROAD HILEAkt, PL. 33014 PFIONG (200 5 0. P301(305) BBB -6000 DRAWN BM 12/19/07 DATE a■ emsPwtat aa. 07 - 307 BRAWINS Na wean AA SHEET 3 of 9 DESCRIPTION MAT6RIA6 o FRAME HEAD 6083 -TB o FRAME SILL 6083 -TB o FRAME JAMB 8053 -TB FEED MEETING RAIL 8083 -TB ALUMINUM INSERT BAR FOR (9 8053 -TB VENT TOP RAIL 8083 -TB tj) ND DENT TOP RAIL 8083 -TB + ALUMINUM INSERT BAR FOR ® 8083 -T8 O DENT BOTTOM RAIL. 8083 -TB O DENT SIDE RAIL 6063 -T5 o GLAZING BEAD FOR 5 /16• GLASS 8083 -78 GLAZING BEAD FOR 7/16' MASS 8083 -TB VENT' LATCH 0 8' FROM ENDS 8083 -TB lll"'��JSJSJS LATCH SPRING SL STEEL GLAZING BULB VINYL NEOPRENE FRAME & VENT ASSEMBLY SCREWS, (20) IS t 1' PH SAYS ST. STEEL i SASH CAM 8083 -TB VENT WEATHER STRIPPING - FRAME SILl. WEATHER STRIPPING - ® BLOCK & TACKLE BALANCE © BUMPON SPACER, 1/4' DIAMETER HALF SPHERE, CLEAR. 3' FROM CORNERS MM. AND i2 O.C. (, AT MD -CLASS BITE ELEVATION, BY FRANK LOWE RUSSELL AND GASKET FL8 -28. SILICONE ® SASH STOP - 0 GtASS, 0.328' OVERALL. LAMINATED GLASS WITH (1) T/8' HEAT' STRENGTHENED GLASS + A 0.080• INNER LAYER FILM DUPONT BUTACITE PM, INTERLAYER BY EI DUPONT DE NEMOURS, W/ NOA 05- 1208.02 + (1) 1/8* HEAT STRENGTHENED GLASS - GLASS, 0. 444* OVERALL LAMINATED MASS WITH (1) 3/18• HEAT STRENGTHENED 10P55 + A 0090' INNER LAYER FILM DUPONT BUTACTE FMB, OREtBAYER BY EI DUPONT DE NEMOURS, W/ NOA 05- 1208.02 + (1) 3/18' NEAT STRENGTHENED CLASS - ® GLASS. 0.444* OVERALL LAMINATED GLASS WITH (1) 3/18' FEAT STRENGTHENED CRASS + A 0. 090' INNER LATER FILM SENTRY CLASS PLUS, INTEMAYER BY EI DUPONT OE NEMOURS, W/ NOA 07- 111804 + (1) 3/18' HEAT STRENGTHENED GLASS - DOW WINING 793 STRUCTURAL 9IUWNE FIXED CORNEAS AND VENT CORNERS. FRAME ALL AROUND (EXTERIOR AND INTERIOR), FRAME SILICONE ANCHORS, 1/4"0 TAPCON ANCHOR BY IRW BUILDER. INC. STEEL Al ANCHORS, TEK SCREW BY ITN BUILDER INC TO WOOD BUCK, ALUMNUM TUBE STEEL OR STEEL ,146141E7114 ® WLONML IBIMIN (OPTIONAL) 8063 -T5 r, (4) NYLON GUIDES LOCATED AT VENT JAMB STILES AT 4 1/4' AND 35' FROM BOTTOM USING (1) #6 X 1/2' PH SINS. NYLON (2) N1�L. GUIDES LOCATED AT EACH END OF VENT MEETING RAIL USING (2) /8 X 1' PH SI NYLON III. 111111 I ficouLE �t oN SEI 4I� ill ON SHEET 4) -2.11-A- I- IIIMIIIIIIIIII j :' i r 0 r • i COSTING STRUCTURE (SEE SCHEDULE f2 ON SHEET 4) t ON SHEET 4) GLAZING DETAIL FOR ft 80■01 4.7.9. 10-:= ______;57-.---- - r i r i Y i Das= STRUCTURE (SEE SCHEDULE e2 ON SHEET 4) 1;ON SHEET 4) 0 ce W 1111 's. °i1 (SEE SCHEDULE 1 ON SHEET 4 1 ON SHEET 4) EXISTING UCTURE (SEE SCHEME ON SHEET 4)4) F2 or ON f SHEET 4) GLAZING DETAIL FOR d- GLAZING DAIL FOR Cra TILTS FLORIDA BUILDING CODS (KO Woody HR nTSSns Zane) 02007 11L7E00 NO. / IL ECO INe. TOUT T'EWT810 • 6NOINRRINO OOYPANY APR1P -2 I -- 0-rta6 Et0000 8 oen W5,}pREBA- ,0TB00L57719 PE. BEAUSIO NATUREAIATE FLOIO00. Lla. eriTT P.E SERIES2CO00 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 200 WEST 78 ROAD HILEAkt, PL. 33014 PFIONG (200 5 0. P301(305) BBB -6000 DRAWN BM 12/19/07 DATE a■ emsPwtat aa. 07 - 307 BRAWINS Na wean AA SHEET 3 of 9 Max FRAME YODTi1 (err arm-mac a,) MOOR SPACES (SEE SOHEDULE #2) OR AS APPLICABLE a. `SIAiAT2.1 FROM ENDS. TYPICAL EXTERIOR ELEVATION (OX). SCALE: N.T.S. * NOTE: hi AND h2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT hi + h2 DOES NOT EXCEED MAXIMUM FRAME HEIGHT INDICATED ON SCHEDULE #1. ADDITIONALLY, DAYLIGHT OPENINGS CREATED BY hi AND h2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS 'o' AND 'o" INDICATED ON SCHEDULE #1 ARE NOT EXCEEDED. r. SINGLE HUNG WINDOW SCHEDULE #1 WINDOW CASE # A/5 lta I I SURFACE APPLIED. — 4COLONW. MUNTINS (OPTIONAL) a I I I M 9MUM FRAME WIDTH m� MAXIMUM D.LO. c' MAXIMUM DLO. If — SEE DETAILS SCHEDULE #2 1° / /i'III11 . . i it DD //66 I — ,— — ==:=4= -"T B0 at 45 II D�.7 •e' 12.0 Pet MAX. D.L.O. 74 1/4" 33 1/4° EP 3/8" C/5 4 II II = —II-- — — _ IJ—X II =# =4_ /./.. i I ,,/ NAX D.LQ • E/7 OR * 1"' APPLICABLE 77# 1 H,�n• SPACING isms �_ ®N UMEIORCED II +80.0, —90.0 pet 135 Pet 53 1/8° 74 . <•J 1 I I, I l4'_ MOOR SPACES (SEE SOHEDULE #2) OR AS APPLICABLE a. `SIAiAT2.1 FROM ENDS. TYPICAL EXTERIOR ELEVATION (OX). SCALE: N.T.S. * NOTE: hi AND h2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT hi + h2 DOES NOT EXCEED MAXIMUM FRAME HEIGHT INDICATED ON SCHEDULE #1. ADDITIONALLY, DAYLIGHT OPENINGS CREATED BY hi AND h2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS 'o' AND 'o" INDICATED ON SCHEDULE #1 ARE NOT EXCEEDED. r. SINGLE HUNG WINDOW SCHEDULE #1 WINDOW CASE # 1,102mum DESIGN LOAD wDIB--. WATER PI839E1E M 9MUM FRAME WIDTH mum FRAME HEIGHT MAXIMUM D.LO. c' MAXIMUM DLO. If MAXIMUM D.LO. e' MAXIMUM D.L.O. b' GAZING OPRONS (SEE SHEET 3) REQUIRED (SEE swEr in 1 +80,0, —80.0 pet 12.0 Pet 53 1/8' 74 1/4" 33 1/4° 47 3/8" 33 5/8' 47 1/4" © + 18 ®N UMEIORCED II +80.0, —90.0 pet 135 Pet 53 1/8° 74 1/4° 33 1/4' 47 3/8" 33 5/8° 47 1/4• ® +8 QW j + --- W -' - 1�'w71 m +100.0, —100.0 Ref 15.0 et P q.}• 74 1/4' 33 1/4" 7" o.c. 1 f8' 33 5/8' 38' (gAZ ® v + W a i • -'wq1 IV +120.0, —180.0 pet 18.0 pat 53 1/8° 74 1 /4° 33 1/4° 47 3/8° 33 3f8" 47 1f4' + W'rj+ Clik W ..4 REI •. a. MAXIMUM ANCHOR SPACING SCHEDULE #2 SUBSTRATE t ) HEAD/ ROMEO AMORAL RAIL s CONCRETE 1/4'0 m / BUILDEX T - «•N ANCHOR 8O CR LESS 13' o.c. 13° o.c. SEE DETAIL 2 (3 ANCHORS) >80 TO 100 10 1/2" o.o. 10 1/2" o.o. SEE OEM 3 (4 AJ4 41jS) >100 TO 150 7" o.c. 7 o.c. SEE DEM 4 (5 ANCEMS) BLOCK 1/4'0 ITCH BUILDEX T / N ANCHOR 80 OR LESS 13' o.c. 13° c.c. SEE OEWL 2 (3 AXCHOR5) >80 TO 100 10 1/2° o.c. 10 1/2" 0.0. gg OCTAL 3 (4 gram) >100 TO 150 7" o.c. 7" oc. SEE OCTAL 4 (5 MICNORS) WOOD 1/4'0 -14 11W/ SEW t$ 80 OR LESS 15 1/2° c.c. 13' o.0. SE DETAIL 2 (3 ANCHORS) >80 TO 100 12 1/2° o.0. 12 1/2' c.c. SEE DETAE. 2 (3 AM}gT5) >100 TO 150 8 1/2° o.c. 8 1/2° 0.a SET; DETAIL. 4 (5 ANQHCRS) AIINIMINI TUBE OR SIEF1 A 1/4'4 -14 My/ BUILDEX Tgl SCREW 2�3 80 OR LESS 18 1/2' c.o. 13" 0.e. SEE DEVIL 1 (2 MINORS) >80 TO 100 14 1/2° o.c. 13° o.c. SEE CURL 2 (3 ANCHORS) >100 TO 150 9 1/2" c.c. 9 1/2" c.c. g$ C ESL 3 (4 AM>ES) DETAIL 1 2 ANCHORS DETAIL 2 3 ANCHORS 71ri7 OR APPLICABLE . DETAIL 3, DETAIL 4 4 ANCHORS 8 ANCHORS REQUIREMENTS FOR ANCHORS CONCENTRATION AT END OF MEETING RAILS SCALE: N.T.S. FLORIDA BUILDING CODE (High Velocity Hwo*aene Zone) ske 05607 tUUECO MC. / IL ECOINC.\ c^_ 78AR TESW 0 0 0100 10 COMPANY on'°1e6,�'- 'isV...oweeralsstee APRa-,ron: OtemOkLeA n H2 ES- 0006710 P. SEAIAXGNATUREIDATE F1ilst !la 41187 •E. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSQE IMPACT RESISTANT DRAWN fin LA.//.P./U.C.v. MIN MilNEM 200 WEST 78 ROAD PHONE 858-8103 FAX: 836-8868 12/19/07 DATE — S SOWN 07 - 307 DRAWEE K. =MX I 1 As A SHEET 4 OE 9 MN. 2'x 4' P WOOD BUCK MIN. E.O. SEE NOTE 8/1 SEE SDEU.E j2 09 SEET 4 MIN. SEE 93-EO LE #2 09 SSW 4 POURED CONCRETE OR CONCRETE BLOCK REVD. 0.25" P.T. WOOD BUCKS (SEE NOTE 8/1) SEE ON SHEET 4 AA SEE ON SLEET 4 ti) -t� sl�� I 1 ■� n. I1:;III i ,• SEE ., ON SHEET II P �q Iii Ii�ill �II�l 'II 0 i LI II SEE SOEDULE ft IL' DI SHEET 2.tli•e j 41 II II� rLtI I? r t �'j =Lea. ON NET +1 LJ r �A gtls,� ' 1 1{ S #1 Ir�1i1I>F1NIT4 'I Ii,:`l�'i'j STRUCTURAL 1 �I° i! r� S111CONE STRUCTURAL SILICONE SCHEME 11 SHEET 4 SEE ON SHEET 4 25° ® 0.2S" YIN. 2'x 4' P.T WOOD BUC MIN. E.D. SEE NOTE SFE SDEDU E #2 EN S-EE 4 INSTALLATION INTO WOOD SCALE 3/4 ° =1" 1 "x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE OR CONCRETE BLOCK REVD. N 9/1 SEE aDECUE O4 sec 4 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 1/8" MINIMUM ALL THICKNESS ALUMINUM ALLOY 8083 -T5 0.25" 095�T 4 SECTION A —A (SECTION C —C aim.) 2212LEUE INSTALLATION INTO ALUMINUM MUWON SCALE: 3 /8° =1° STRUCTURAL SUCONE AT J NO RAILS (*) & C�rA W/ de r REINFORCEMENTS WEESOCUE N MIN. E.O. SEE NOTE SEE SCFEDJLE #2 ON SHEET 4 STEEL MEMEER Br 06EIE 004:09x110 ASTM A-E00 A-EEO ER A-36 W/ 12 ME MNiMA1 VOL 9106 E9S 0.28" SEE SDEDIXE 09SE14 #1 09SFEET4 SECTION A —A (SECTION C —C aim.) INSTALLATION INTO STEEL MEMBER SCALE: 3/8 ° =1° FLORDABULD063C ('ahMattaytianwne7are) INSTALLATION INTO POURED CONCRETE OR CONCRETE BLOCK SCALE: 3/4'01" 4=07 161Hc0 INC. / IL ECO me. ` 19.1.7 7t07t410 t 104211191301018 COWAN? APR 21 •A-I�""E 71LU11J0 E9- 997,9 PE887LL/4ATUR2OATE a F1.�W Uo. 441�z SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 290 asst 78 ROM H8*E*I4, FL 33014 PHONE: 858 -0103 FAX* ese-eses svr.0amra 4.S MIMS .BM A • • Mom= fUR DRAWN Pk I.A./FA./M.0V. 12/19/07 OAR[ 07 -307 DRAW= N. SHEET 5 OF 9 • SEE SVEDUE #2 cm MET 0.28° 0.28' M (BEYOND) -CI OR ( ®+ ea OPTIONAL 1" z P.T. BUCK (SEE NOTE 8/1)6■ BEYOND STET 4 MN. 2 "N 4° P.T. WOOD BUCK SEE •N #i ON STET 4 gp�y MAX. D.LO. "d" (SEE SCHEDULE #1 ON SHEET 4) OsR Zf jl MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-853 OR A-36 WI 12 GAGE MINIMUM WALL THICKNESS. SEE S3ff1E pCN SET 4 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 0.23` MAX. SHIM 0.23° MAX. SHIM F.,,, u�al f o I! Nr MN. EMBEDMENT �- x NOTE B/1 Mil II lia w- �. �..�.�..� } re i' � ri l 170 , =1\ � p 1� OR OR F+ p EN SW SEE $, r ITC ©J n N? d5A BEYOND -®OR ( ® +®} O® SE WJ DUE #2aBEET4 ( BEYOND) MAX. D.LO. "d° (SEE SCHEDULE #1 ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) XTERIOR SECTIONS D —D, INSTALLATIONS INTO WOOD. POURED CONCRETE. CONCRETE BLOCK OR METAL. SCALE 1/2' - 1° MN. BEDMEN- SEE 9/1 5 01007 122900 Mo. ECOINC. TILUT TUNING et EN090111RINO oft 4:63 e ' *t-t1 '. aw APR 212009 ~per. itkanodlooloom P882ALSIGNATURFJDAT6 ELOR& THHICKN SUM WALL ALUMINUM ALLOY 6083 -T3 CONCRETE 0 CONCRETE BLOCK WALL REQ'D. FLORIDA BUILDING CODE (HO Vela* HWT180De Zone) SERIES 20&10 HIGH IMPACT SINGLE HUNG WINDOW Dwef en LARGE MISSILE IMPACT RESISTANT as 203 WEE F0180 (3. 78 ROAD ..FA ' 9291-0M5 07-307 DRAWING Na 12/19/07 DATE aasrOm 919MT a OF 9 SEE SOHBDU.E #iCN Silt 4 WNI 0.25' SHIM O fie • '\n•fM1=111f•MMIIfM !""). 11111inc--Jjr"-- "I — A111 Wit► MAX. D.L.O. b' (SEE SCHEDULE #1 ON SHEET 4) OR OR SE IL.EE#1 a1 situ 4 0.25' .. SHIM 4 -.iii I ------ r—. i jai �IF,0.,1 i.. ,11=7, 4 1 KW • (SEE % P.T. BUCK NOTE 8 /1)00i, 12 MN. 2'R 4' P.T. WOOD BUCK STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -BOO A -853 OR A -38 W/ 12 GAGE MINIMUM WALL THICKNESS. SEE SO£CUE in ON MEET 4 �+ �Yc MN WAIL 0 ti, SEE 93ECILE CAI 9E1'4 1 0.25' w AU OPTIONAL 0 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) XTERIOR MAX. D.LO. 'b" (SEE SCHEDULE #1 ON SHEET 4) OR 1i OR $g i• 1 CN SHII 4 O OR SEE 334311E 11 CPI MEET 4 SW' 4 EMBEgMENr SIE NOTE 9/1 ° I MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 0.25" ✓S.:`O 1t 4) •IIIMICENIMMIIIM=ONIMME ,M11111111111!11111. 101W;21-7r-MIUMMINIMINPANIE ..,. rOZIIIIIIIII• bj al ifi , __ ______ _ _ _r_ _ _ ______ __ 0•1111111111111L ----•• '''''illilli 0 1#111 kl ■ RV. 4,11J.11.111110110 El . = -- - -=- - = = --- — r NM irk SF ��" �■� �� (O OR -1 �� EO OR ■=-8.a Oa. PT p ON SEM 4 0 ©6 QU NOTE 9/1 ©4' ME add SHIT 4 . 21 SECTIONS INSTALLATIONS INTO WOOD. CONCRETE BLOCK SCALE 1/2' - E -E POURED CONCRETE. OR METAL y OJ 9.EET 4 4$ MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4 XTERIOR 1 /B' MINIMUM WALL THICKNESS ALUMINUM ALLOY 8083 -T5 CONCRETE R NCRETE BLOCK WALL REO'D. FLORIDA BUILDING COIN (High %dock Rolm* Zan) APR 3 r'2009 AL'� R®A-,DT6LOA�I771.9p_p P.B. SEALJBIGk4181EDAT@ W RM lte. 44187 L Of007 TLftW UC L ECO 1N0. \ TUL E 711611148 t QgIIDdo COMPANY .-,� > eem SERIES 2 COOHIGH IMPACT SINGLE HUNG WINOM LARGE MISSILE UMPACTRESISTANT 200 HEST 78 ROAD HVIEAH. FL. 33014 PHDH1t 558 -8103 www own 7A10 668 -6686 a - Ott DRAWN W 4 11/F.P✓M1.O.V. 12/19/07 07 -A307 DRAWING Hie SHEET 7 OF 9 12 (3) #8 X 1° PH SMS CONT. SIUCONE CONT. SILICONE (3) #8 X r ° PH SMS CORNER CONNECTION AT FRAME HEAD AND SILL SCALE /2" = 1° V), APR21 NW- P.E SEAL l t A1UH JM7E Oam7 1L1EOe Me. IL E C O INC. Te1R name ! EUW010 OOIil91Y eft taNe1eoLeam DAUER A. TOUT ROAM 1.10 44187 FLORIDA BUILDING CODE (Hip \%ebetY HueimmeZan) SERIES 20000 HIM dR+ACTSA4GLE WINDOW LARGE MISSILE 813 ACT RESISTANT CaUPIOm LA4Y8./112..r. 490 NEST 78 ROAD HIALFAH, FL. 33014 PHONE: 899 -8107 FAX: 158 -8888 wqr 14/19/07 911E let. .I t_ Mt MAY MOM= I Mt 07 -3307 0811RID9 Ns SHEET 8 OF 9 CORNER CONNECTION AT BOTTOM VENT SCALE 3/4" = 1" 09007 il11c00 RNt IL ECO1N..\ MUT UMW a ENOINEERINI y fo OplANF M a = 1a1B71Q . r f311 -183faux PESIA11AEM1E s-ng M E 11 E8- 0006718W y ANIA Uwe. 44187 SERIES 2 000 HIGH IMPACT SINGLE HUNG WINDOW IANGE MISSILE IMPACT RESISTANT 280 NEST 76 ROW H06EAH. FL. 33014 PHONE: 858 -8103 FA10 558 -5688 ONtt 12/18/07 07 -307 DRAWS Ns BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "18000" Aluminum Horizontal Sliding Window - L.M.L APPROVAL DOCUMENT: Drawing No. 09 -119, titled "Series 18000 High Impact Horizontal Sliding Window Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 06/23/09 with revision "1" dated 09/21/09, prepared by Tiheco, Inc., signed and sealed by Walter A. Tillit, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode cFr NOA No. 09- 0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 Page 1 General Impact Glass & Windows Coro. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 09 -119, titled "Series 18000 High Impact Horizontal Sliding Window Large Missile Impact Resistant ", sheets 1 through 14 of 14, dated 06/23/09 with revision "1" dated 09/21 /09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL. - 5954, dated July 10, 2009, signed and sealed by Julio E. Gonzalez, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 06/23/09, prepared by Tilteco, Inc., signed, sealed and dated 09 /22/09 by Walter A. Tillit, P. E. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09 -0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance by Tilteco, Inc., dated July 27, 2009, signed and sealed by Walter A. Tillit, P. E. 2. Statement letter of no financial interest by Tilteco, Inc., dated July 27, 2009, signed and sealed by Walter A. Tillit, P. E. E -1 Jaime D. Gascon, P. Chief, Product Control Division NOA No. 09- 0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cormiluI D) 3. Laboratory compliance letter for Test Report No. FTL — 5954, issued by Fenestration Testing Laboratory, Inc., dated July 13, 2009, signed and sealed by Julio E. Gonzalez, P. E. G. OTHERS 1. None E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 GENERAL NOTES: 1. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE /BROWARD COUNTIES) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS It,IL0, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS JET USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. THIS WINDOW'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY REPORT # 5954 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1812 OF THE FLORIDA BUILDING CODE. 2. MAXIMUM DESIGN PRESSURE RAjJNOS FOR THESE WINDOWS SHALL BE AS SHOWN ON SHEET 1Z (SCHEDULE X11. MAXIMUM ANCHOR SPACING SHALL BE AS PER SCHEDULE 1 2. SHEET 12. 3. THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT,, WILL NOT REOUIRE A HURRICANE PROTECTION DEVICE, 4. THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT. IS APPROVED FOR AIR AND WATER INFILTRATION. (SEE SCHEDULE f 1 ON SHEET 12j, 5. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL COMPLY WITH SECTIONS 2411.4.1, 2411.4.2, 2411.5.1 AND 2411.5.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8083 -T6 ALLOY AND TEMPER, WITH Fy 25.0 ke) MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 ksl YIELD STRENGTH AND 90 kat TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH 0 0.55, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 EDITION OF THE FLORIDA BUILDING CODE. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO POURED 1/4( MIN.FEMBEDMENT, AS MANUFACTURED BYC ITW BUILDEX, INC. IN - (COMPONENT (J). THRU 1" P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) 2 1/2 ". - 1/4 "0 TAPCO ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT f5 , THRU 1° P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) 1 ". - 1/4"0 -14 SCREW W/ 1 1/2" MIN. EMBEDMENT. AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT (0) TO TEK SCREW, AS MANUFA(6063-T5 TURED TBY 11WOBUILDEC, INC. (COMPONENT J ). 1/2 ". - (E) TO EXISTING MIN. 12 GAGE (0.108`) STEEL MEMBER (ASTM A -500, A -653 OR A-38), MIN. EDGE DISyT� C,E (E.D.) - 1/2°. - 1/4.0-14x3/411,41N.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT +E '. 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). 11. REMAINING COMPONENTS FOR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 12. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL. IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 13. (a) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (igh Veioolb Huafmne Zone) MIAW ADE COUNTY P8 BEALA3IGNATUR .BATE 8541011 TRIM IL1E C o INC. ,RUT TLuT810 ! �Ee 1Ne 000wpPANY s-mdl, N}}�OR(yyyll1oad.Mem FRIES WSW HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT 280 BEST 78 ROAD NAM FL PHONE 588-8103 FAA 888 -6880 MYt 1 MP. h DRAWN 811 1JS/LD./MF.Y. 08/23/09 DATE 09-119 DRAWUW He C OK 11/*1/ I I SHEET 1 OF 14 ®1 EBAME.1102 6063 -76 ALLOY & TEMPER 0 H.D. VENT MEETING STILE 6063 —T6 ALLOY & TEMPER 11 SILL RISER 6063 —T6 ALLOY & TEMPER ® FRAME SILL 6063 —T6 ALLOY & TEMPER ALUM. INS F T BAR 6063 —T8 ALLOY & TEMPER 1© VENT LATCH 6083 —T6 ALLOY & TEMPER 4" LONG Date NOM Mani ® FRAME JAMB 6063 —T8 ALLOY & TEMPER Q TOP AND BOTTOM RAIL 6063 —T6 ALLOY & TEMPER ® COLONIAL MUNTIK ® FIXED MEETING STILE ' AWKOPAR 6063 —T6 ALLOY & TEMPER COMPONENTS SCALE 3/4 " =1" 0 JAMB STILE 6083 —T8 ALLOY & TEMPER 6063 —TB ALLOY & TEMPER 6063—T6 ALLOY & TEMPER II) GLAZING BEAD, FOR 7/16" GLASS 6063 —T6 ALLOY & TEMPER iO BILL TRACK INSERT 6083 —T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High Velocity HRGBaone Zane) OM. mreco wc. SERIES 1800 HIGH IMPACT HORIZONTAL SUDING WINDOW DRAWN WO LARGE MISSILE IMPACT RESISTANT IA./LA/ALCM. / IL ECOINC.\ rnut tnfRa a UNG G OGI*RAm ED—OCO1719 M Ufa. 441. PE 08 /23 /Do BASE 09-119 DRAWING No SWEET 2 OF IC BILL OF MATERIALS ITEM QUANTTPY DESCRIPTION MATBSTAT, 1 1 FRAME HEAD 6083 —T6 2 1 FRAME SILL 6063 —T8 3 2 FRAME JAMB 6083 —T8 - 4 COLONIAL MUNTIN (OPTIONAL) 6063 —TB 8 1/ VENT FIXED MEETING STILE 6083 —TB SA 1/ BAR ALUMINUM BAR INSERT FOR ® 6083—T6 6 1/ VENT H.D. VENT MEETING STILE 6063 —T8 gA 1/ BAR ALUMINUM BAR INSERT FOR ® 8083 —T8 7 2/ VENT TOP AND BOTTOM RAIL 6063 —TB 8 1/ VENT JAMB STILE 6063 —TB 9A AS REDD. GLAZING BEAD FOR 7/18° GLASS 8083 —T8 10 1 SILL TRACK INSERT 6083 —T6 11 AS REDD. SILL RISER 6083 —T8 12 2/ VENT VENT LATCH AT 9 1/2° FROM ENDS, 3° LONG . 6063 —T8 13 1/ LATCH VENT LATCH SPRING ST. STEEL 14 BUMPON SPACER, 1/4" DIAMETER HALF SPHERE CLEAR. 3" FROM CORNERS MAX. AND 12° O.C. (MAX.). AT MID —GLASS BITE ELEVATION. BY FRANK LOWE RUBBFL AND CAMET FLB-28. CLEAR. SILICONE 15 AS READ. FRAME/VENT ASSEMBLY SCREWS, #6 x 1° P.H. SMS, CRS -- 18 2/ VENT FRAME SILL SCREWS CONNECTING TO #8 x 3 1/2' P.H. SMS, CRS -- 17 AS RECD. VENT & FIX. RAIL W STRIPPING. AMESBURY OR EQUIV. -- 18 AS REGD. FRAME W'STRIPPING, AMESBURY OR EQUIV. -- 19 2 BAFFLE, M & M PLASTICS -- 20 2/ BAFFLE BAFFLE SCREW, #8 x 1/2° F.H. SMS -- 21 AS REDD. GLAZING BULB VINYL NEOPRENE 22 4/ VENT ROLLER HOUSING & GUIDE CELCON 23 2/ VENT ROLLER BRASS /ST. ST. 24 2/ VENT ROLLER PIN ST. STEEL 25 ANCHORS, 1/4 ". TAPCON F.H. ANCHOR, TN BUILDER, INC. STEEL 26 ANCHORS, 1/4'e —14 TEK SCREW ITW BUILDEX. INC. TO WOOD BUCK, ALUMINUM OR STEEL MEMBER. STEE1. 27 DOW CORNING 795 STRUCT, SIUCONE 26 SEALANT: DOW CORNING WHITE SILICONE OR EQUAL AT FRAME ALL AROUND (EXTERIOR & INTERIOR) SILICONE 29A 7/18' NOMINAL (0. 444° OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090° INNER LAYER FILM DUPONT BUTACTTE PVB, INTERLAYER BY El. DUPONT DE NEMOURS At CO INC., W/ NOA 09- 0312.02 + (1) 3/18° HEAT STRENGTHENED GLASS. LAMINATED GLASS 298 7/18' NOMINAL (0 .444° OVERALL) LAMINATED GLASS WITH (1) 3/18° HEAT STRENGTHENED GLASS + A 0.090° INNER LAYER FILM SENTRYGLAS PLUS, INTERIAYER BY El. DUPONT DE NEMOURS & CO INC., W/ NOA 09- 0312.03 + (1) 3/16" HEAT STRENGTHENED GLASS. LAMINATED GLASS 30 (1) HOLE 1 N1 FRANK LOWS RU86ER & LE RE1T COATED FOAM GASKET, MODEL 1OPPI, BY FILTER FOAM GLAZING DETAIL FOR SCALE 3/4" = 1° GLAZING DETAIL FOR + SCALE 3/4" = 1° FLOC BUILDING CODE (High Wally 14mioane Zone) =43E4 coneyinswitbihe Coda - �7• 21/ ZOOS Nom - tn7Ct7..., . p3 Mimi + . -R•o�' Div Br MIAMI•DADE COUNTY P.E MEALS GNATUREDATE OILOO Toso o ed SERIES 18000 HIGH BAPACT HORIZONTALSLIDING WINDOW DRAWN NV LARGE MISSILE IMPACT RESISTANT LA.A- O.%oL.e v. mu,. TL480 L kErmammeaC O NOMC MY °uaa m,: =°!Pant pier' L p �' 331's A L 4411§7 . 290 WEST 713 ROAD 08/23/09 HWFJW. FL 33014 OMR PHONE: 609 -6103 tow. al °0ol,.om 09 -119 ma No aeons 14$013,11 / aaee, a M Mona $ 4 WNtmm No 91987 3 OF 14 —r MAx 3 • b r 0/9 wi • (SEE SCHEDULE $1 ON SHEET 12) A/6 VAX. FRAME WIDTH (SEE SCHEDULE #1 Ott SHEET 12) 92 • (SEE SCHEDULE #1 ON SHEET 12) B/7 91 • (SEE SCHEDULE #1 ON SHEET 12) C/8 v- 4 MAN — 4 —r TYPICAL EXTERIOR ELEVATION FOR XOX WINDOW SCALE 1 " =1' -0 \_SEE DETAILS ��11&& 2 ANPD SCH�LE #2. ON SHEET 12 i 9 + 24 (3) 1 3/4°x1/4' HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN I I A/644 I �♦ 0/9 2J Or CO AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) C/8 V ANw1 Dew2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. J 3 "S "= Max. ANCHOR SPACING (See schedule #2 on sheet 12) =need with des !lffoartieea. O pq NGMo�/ -4- / MINA , Div By MWR-0ADECOUNTY P.E $EALi IATURE/DATE 9200a TWOS INC. IL ECOINg.\ TILT TESTHIO 4 On18W COMPANY axm cc . M ws"® . m s b ,n 141" . -tna1E tQtewOaW.aom WgL�09� —, 07(1g0�8T719 p FLCBDA lle. 44187 z FLORIDA BUILDING CODE (Wgh Velocity Hmemne Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW MINN en LARGE MISSILE IMPACT RESISTANT 1a./uL/N.ay. 290 WEST 78 ROAD 08/23/08 HIVE" FL. 33014 GATE RIOISH 858 -8143 wow popLean 09 -119 me ee H IMO= ace wN. IN aaal.me 0034 MOW NM/00 a 0MMN6 Ito SHEET 4 OT 14 SEE SCHEME E #1 ON SHEET) tar 29 OR CO (SEE SCHEDULE ON SHEET 12) II rr 1 I I U --SEE n ` 1 . E I I LI •!tom SCHEDULE Co C XF.ET 12) CI OR 29 (SEE SCHEDULE ON SHEET 12) II 11 _ II II 0 EVENT REINFORCEMENT FULL —(SEE a #11 pm ECU 12) 29 OR CO (SEE SCHEDULE ON SHEET 12) 7 II II x LL J 1 /( = II it x INDICATES �/,�,,u�f REINFORCEMENT FULL "" ~� RFJI�G' VENT --. .— �— —r TYPICAL EXTERIOR ELEVATION FOR XOX WINDOW SCALE 1 " =1' -0 \_SEE DETAILS ��11&& 2 ANPD SCH�LE #2. ON SHEET 12 i 9 + 24 (3) 1 3/4°x1/4' HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN I I A/644 I �♦ 0/9 2J Or CO AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) C/8 V ANw1 Dew2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. J 3 "S "= Max. ANCHOR SPACING (See schedule #2 on sheet 12) =need with des !lffoartieea. O pq NGMo�/ -4- / MINA , Div By MWR-0ADECOUNTY P.E $EALi IATURE/DATE 9200a TWOS INC. IL ECOINg.\ TILT TESTHIO 4 On18W COMPANY axm cc . M ws"® . m s b ,n 141" . -tna1E tQtewOaW.aom WgL�09� —, 07(1g0�8T719 p FLCBDA lle. 44187 z FLORIDA BUILDING CODE (Wgh Velocity Hmemne Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW MINN en LARGE MISSILE IMPACT RESISTANT 1a./uL/N.ay. 290 WEST 78 ROAD 08/23/08 HIVE" FL. 33014 GATE RIOISH 858 -8143 wow popLean 09 -119 me ee H IMO= ace wN. IN aaal.me 0034 MOW NM/00 a 0MMN6 Ito SHEET 4 OT 14 5' MA. .1 • MAX. FRAME MOTH (SEE SCHEDULE it ON SHEET 12) A/6 4 (SEE SCHEDULE in ON SHEET 12) I III .2 • B/7 C ' (SEE S EDULE /I ON SHEET 12) I I trJr-f A "r- F/11 E/1 0 V goiCAN14YLECI PALL (TYP) -1 Z "S "= Max. ANCHOR SPACING (See schedule #2 on sheet 12) TYPICAL EXTERIOR. ELEVATION FOR XO (SHOWN) OR OX (SIMILAR) WINDOW SCALE 1 " =1•-0 A/6 4 VSEE DETAILS 2 (TYP.HEADLL) AND SCHEDULE #2, ON SHEET 12 B/7 } F/11 E110 MAX. (2) 1 3/4 "x1/4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) * w1 AND MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDrTIONALLY, DAYUGHT OPENINGS "a" AND "a ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. or 3 AS APPUCABLE FLORIDA BUILDING CODE (High Velocity Hurricane Zoe) Approved In ccemlying with the Code Dam NOA rrl� • LOAAB.DAOE COUNTY PE BEAUSIGNA1URFJDATE 472002 TI MM SW. ILIEC O /me. T81lT TOTING * 101001URDIN OOYPANY e-meE: DIHaeLeem i8V.1FR A WIPE. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE 6USSILE IMPACT RESISTANT DRAWN Ss 200 WEST 78 ROOD HOLEMH. R.. 33014 PION:.( 103 I71x 888 -0845 V.. OM 06/23/09 DATE m. CHMRY. r 09-119 OR/f8•3 No SHEET 8 OF 14 'e' MAX. D.LO. n 11 ! I II 1� SEE SCHEDULE #1 ON SHEET 12) -' 29 OR CO (SEE SCHEDULE ON SHEET 12) 11 i9kii 8 INDICATES FULL HEIGHT REINFORCEMENT (DYP4 '(SEE SCHEDULE /1 ON SHEET 12 OR CO (SEE SCHEDULE ON SHEET 12) II O II _. -1 Z "S "= Max. ANCHOR SPACING (See schedule #2 on sheet 12) TYPICAL EXTERIOR. ELEVATION FOR XO (SHOWN) OR OX (SIMILAR) WINDOW SCALE 1 " =1•-0 A/6 4 VSEE DETAILS 2 (TYP.HEADLL) AND SCHEDULE #2, ON SHEET 12 B/7 } F/11 E110 MAX. (2) 1 3/4 "x1/4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) * w1 AND MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDrTIONALLY, DAYUGHT OPENINGS "a" AND "a ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. or 3 AS APPUCABLE FLORIDA BUILDING CODE (High Velocity Hurricane Zoe) Approved In ccemlying with the Code Dam NOA rrl� • LOAAB.DAOE COUNTY PE BEAUSIGNA1URFJDATE 472002 TI MM SW. ILIEC O /me. T81lT TOTING * 101001URDIN OOYPANY e-meE: DIHaeLeem i8V.1FR A WIPE. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE 6USSILE IMPACT RESISTANT DRAWN Ss 200 WEST 78 ROOD HOLEMH. R.. 33014 PION:.( 103 I71x 888 -0845 V.. OM 06/23/09 DATE m. CHMRY. r 09-119 OR/f8•3 No SHEET 8 OF 14 EXISTING SEE SCHEDULE #2 ON SHEET 12 SEE NOTE 9/1) (SEE NOTE 9/1 WOOD L BUCK SEE NOTE 8/1 6 E II� 11; /9' WEEP NOTCH AT ENDS /////t/ / 2 SEE SCHEDULE #2 ON SHEET 12 2'N P7. WOOD BUCK SEE NOTE 8/1 EXISTING STRUCRIRE —'(SEE NOTE 9/I) (SEE NOTE 9/1) SECTION A —A (TO WOOD) SCALE 1/21' POURED CONCRETE OR CONCRETE BLOCK REO'D 1'x P.1. WOOD BUCK SEE NOTE 8/1 SEE SCHEDULE #2 ON SHEET 12 WOOD •BUCK SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REID. 1 4' 0 "Lim-4 . I 1 0 ,;II "1 I 3/B' WEEP NOTCH AT ENDS Pre ASEE SCHEDULE ON SHEET 12 ®OLE sSIZE171122 #2 SECTION (SEE NOTE 9/1) (SEE NOTE 9/1) A —A (TO POURED CONCRETE OR CONCRETE BLOCKS • t �1 SEE SCHEME #2 ON SHEET 12 E.O. (SEE NOTE 9/1) E0. SEE NOTE 9/1 DI I- SECTION A —A (TO ALUM NUM MULLION) SCALE E.D. (SEE NOTE 9/1) I APPROVED APPROD M (UNDER SEPARATE APPROVAL) 1/8- MINUM ALLOY 8083 SEE NOTE 9/1) . SEE SCHEDULE f2 `I STEEL MEMBER BY OTHERS SHAT ON SHEET 12 I rORMMUN WALT. T E 9; SECTION A —A (TO STEEL MEMBER) SCALE: 1/2' ■1' FLORIDA BUILDING CODE (High VeIocItY H1191 09219 Zane) Approval as rnmplYmB with the Cade Florida MWi-0AOECOUNTY P$ BEIUJDGNATURSMITE 04009 Ta1SC0 NUL SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW / IILIEco1e, NWT TOMS • BNOINWWO OEYIANY ea" raftvgjattai.VIA0=43?" EB- 0008719 Ufa. 44I1794 LARGE MISSILE IMPACT RESISTANT DRAWN BE: LA,/L.G./N.D.V. 08/23/09 DATE 09-119 DRAWN As SHEET 8 Of 14 ED. SEE SCHEDULE #2 ON SHEET 21 ED. DOSI NGRE SEE NOTE 9/1) (SEE NOTE 9 1 STRU 5 ■ � EMBEDMENT ricimmtwil 0 0 PAI -11 Ir V 1 1111111 il MIN. 2x P.T. WOOD BUCK SEE NOTE 8/1 memo STRULIURE R4a:l z� " 1T� 9 /// 2`x P.T. WOOD BUCK SEE NOTE 8/1 WEEP NOTCH AT ENOS POURED CONCRETE CONCRETE BLOCK 1'z P.T. WOOD BUCK SEE NOTE 8/1 SEE SCHODULE #2 ON SHEET 12 MIN RENT (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12 E.D. E.D. SEE NOTE 9/1 (SEE NOTE 9 1 SECTI N B —B £TO ALUMINUM MULLION) SCALE: 1/2•-1' MIAMI DADE COUNTY APPROVED MUWON WNDER SEPARATE APPROVAL) I/8 ALUMINUM ALLOY 8063 -15 M9b 1'x P.T. WOOD BUCK SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REO'D. SEE SCHEDULE ; 2 E.D. E.D. ON SHEET 12 (SEE NOTE 9/1) (SEE NOTE 9/1) SEE SCHEDULE #2 SECTION B —B (TO POURED CONCRETE OR ON SLEET 12 CONCRETE BLOCK) SCME: 1/2-1' / / / /// / / / / / / / /// / //. (SEE NOTE 9/1) (SEE NOTE 9/1) SECTION B —B ITO WOOD), SCALD 1 /2-1' W SEE SCHEDULE #1 ON SHEET 121 MN. (SEE NOTE 9/1) SECTION B —B (TO STEEL MEMBER) SCALE: 1 /2-r with Mho 11..1! C O III, TIWT 1U1090 it i0 rt9W . ,- nimlef SOUNTY RE. $EAUS1GNATUI EIDATE w ioRml I.b. ta7b7P'E MINODAD6 09W9 TI MO Oft. STEEL MEMBER BY OTHERS SHALL CONFORM TD A.S.T.M. A-800 A -883 OR MJN Y W/ 12 RAGE 0.1087 FLORIDA BUILDING CODE (HO Wally IWnI3009Zone) SERIES 18008 HIGH IMPACT HORIZONTAL SUMO WINDOW DRAWN an LARGE MISSILE IMPACT RESISTANT 11.A./LA/M.C.V. 290 WEST 75 RAW HAWK, FL. 33014 RIFD8 (889 -3703 .wR.W n(, 99 aw.■ a Waft NU a. r• ' OMR= em *MAN e 08/23/99 09-119 O9Awtmti No BI4EE 7 Of 14 SEE SCHEDULE #2 ON SHEET 12. 0.2e E.G. (SEE NOTE 9/1) E 111-0E - MI 31MEM ,.., ...■ 7_ I m. AI 1 1 Q 11 f 1 I I fdri'll( r--.— , =,' 1......i., J. -'": '''Thr---÷'■UTIBEINIIM- MUMIATL----il'IK'd 1 fiaMilTnillillIK arerawaim 11"-tor b■I' VAP■111111 1111111•MMIL.ri 1-"••11 ...V.1011Liiii 0 .!,, Mtn di viii a At1111111.31 T, e r• ,,, I P.T. WOOD BUCK (SEE NOTE WI) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 0.1051 MINIMUM VIAll THICKNESS. OR A-3$ W/ 12 GAGE ght, t 2. ■=1 NI %%11% a1.1.11liN% 1111WYGIWOM MUNIM14411.,711 SEE OT 9/1 EMBEDMENT MIN.: 1* x P.T. WOOD BUCK (SEE NOTE 13/1) SEE SCHEDULE #2 ON SHEET 12. . (SEE NOTE 9/1) (SEE NOTE 1) POURED CONCRETE OR NCRETE BLOCK WALL REVD. MIAMI DADE COUNTY APPROVED MULLION (UNDER SWAM AFPROVA1.) (SEE No T / EMBEDMENT (SEE NOTE 9 (SEE NOTE 9/1) p Sii) SEE SCHEDULE 2 ON SHEET 12. T) (. .7.0 C 4) cr, , 1 ,1,4, .1. IL, 0 -, sT-Z- P -;---1 , . „ . ..„,... ili. rig IIII ..' n - 11111MO --liti---- 1 ....... ;■4111;..1) --1111111111k-AIMI) '''''' IL-__iliztri ri-i-icumin imilmai—it. TIM .■......■.. ,,,, , ' MIllia- tr. or ,_,-, dalw■mi, --da arrillMEMIN =,,iii., -1,....ze.: , MUZIIN 372trgrala_ilitv111-1' .... 4, vow d, ^IRMA 7, 0 0 111TEMli It ,:;\ .'t) ' ,D 1 1„iiii:iorg MAY flifl 1/e MINIMUM WALL THICKNESS ALUMINUM ALLOY 8063-15 E. D. I(SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. 41$ (SEE NOTE ON SHEET 4) I*SEE SCHEDULE #1 ON SHEET 12 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) SECTIONS C—C (X0X) SCALE 1/2. 1. E... NOTE 8/1) ION. EMBEDMENT NOTE 9/1 FLORIDA BUILDING CODE (High Wooly Harken Zone) 911/6610ADE COUNTY P.E. SEAUSIONATURGEGTE •2004 WEED DR. IL E C 0 Inc. \ mem INGINEININO COMPANY noltIbels*.rolAtMiloTis° e-rools Mtsootlool.eam EB-0008718 WALTER A. nun. J PI. FLORIDA Bo. 44r (h7 SERIES 18000 HIGH IMPACT HORIZONTAL SWING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY, 250 WEST 78 ROAD HIALE411, Ft- 33014 PHONE:x(30 664-5103 558-8885 wow INP4414som 09/23/09 DATE at NO -S INDICOL imosaml our MOWS 09-119 DAMNS No SHEET S or 14 SEE SCHEDULE #2 ON SHEET 1& 0.26' (SEE NEIRE 9/1) 2•x P.T. WOOD BUCK (SEE NOTE 8/1) Q L3 L 1" ,, triktimmc N3MINENC armor:1mm micp-, STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.188 MINIMUM WALL I r— E.D. (SEE NOTE 9/1) vvi;• "G' MAX. D.LO. SEE SCHEDULE #1 ON SHEET 12) s * (SEE NOTE ON SHEET 4) •a° MAX. OLD (SEE SCHEDULE #1 ON SHEET 12) 92= (SEE NOTE ON SHEET 4) 4*TEM61 ,.1‘,0 •o• MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) .7: LS' © �A C 1 • x P.T. WOOD BUCK (SEE NOTE 8/1) rt' SEE SCHEDULE f2 ON SHEET 12. 1'► (SEE NOTE ON SHEET 4) MAX FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) 0.25' MAX. SNOA EXTERIOR EMBEDMENT (SEE NOTE 9/1) °T\ (SEE NOTE 9/1) E•. (SEE NOTE 9/1) •URED CONCRETE OR CONCRETE BLOCK WALL REOD. MIAMI DADE COUNTY APPROVED MULLION 025° / (UNDER SEPARATE APPROVAL) 1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 8083 —T5 II ED. (SEE NOTE 9/1) S.D. Tn1 (SEE NOTE 9/1) It ® SEE SCHEDULE ON SHEET 12. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. MIN. EMBEDMENT (SEE NOTE 9 1) MAX FRAME WIDTH (SEE SCHEDULE /1 ON SHEET 12) 91* (SEE NOTE ON SHEET 4) *SEE SCHEDULE #1 ON SHEET 12 SECTIONS D -D (XOX) SCALE 1/2 . 1" FLORIDA BUILDING COOE(Hgh Yeloofly Hhmimne Zone) MLA -DADS COUNTY PE. SEAUSIGNATUREIDATE OMR LOOM D4. / IL E C O IINC. NWT TINTING EINONECRING COMPANY 435$ C":10P.O.IrraNIRIPIN s-me9: 9lteee0aolaam E9- 0008719 WALE 4µ(67P.E. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN 91* LL/LOfMA.Y. 08/23/09 DAR 09-119 DRAWING Ne SHEET 9 OF to SEE SCHEDULE #2 ON SHEET 18. 0.25. 0.25• 1• x P.T. WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE #2 ON SHEET 12. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) WOO P.T. K (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -BOO A-883 OR A -38 WI 12 CAGE 0.108 } MINIMUM WALL (SEE NOTE 9/1) �. EMBEDMENT (SEE NOTE 9/1) ►r� 0.25' 0.25* MAX. SHIM (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK WAU. REVD. MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/r MINIMUM WALL THICKNESS ALUMINUM ALLOY 8083 -T5 IE (SEE NOTE 9/1) (SEE NOTE 9/1) L (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. MAX. D.L.D. (SEE SCHEDULE #1 ON SHEET 12) MIN. EMBEDMENT (SEE NOTE 9/1) •e• MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 5) MAX. FRAME WIDTH (SEE SCHEDULE 01 ON SHEET 12) w2* (SEE NOTE ON SHEET 5) *SEE SCHEDULE #1 ON SHEET 12 SECTIONS E -E (.XO), SCALE 1/2' • • SEE SCHEDULE #2 ON SHEET 12, FLORIDA BUILDING CODE (E59h Velocity HunteaoeZone) Approved 1>e eomplyiag with the Pkatde Code Y� 9 /v By MIMBOADECOUNTY P.E.SE L I NAIUWADATE 02000 1LLIDeS 010. / IL EI C O \ SLUT =MO I ionaNIER1140 OOMPANY ma N.RG !N. 8. OMmBR w 00,86 e -malt t00007aoLeom WOL,1ERFE- O1OBBy0� {719 FLBNDA U0. 44i 17 £ SERIES MOO HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT BRAWN BY. LA./L12/1‘.•V. 092/09. 09-119 DRAWING No SWEET 10 OF 14 0 Z‘.% •o• MAx. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) . ' •c' MAX D.LO. (SEE SCHEDULE #1 ON SHEET 12) .. • * (SEE NOTE ON SHEEP 5) w2* (SE NOTE ON SHEET S) MAX. FRAME WIDTH (SEE SCHEDULE #I ON SHEET 12) ►r� 0.25' 0.25* MAX. SHIM (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK WAU. REVD. MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/r MINIMUM WALL THICKNESS ALUMINUM ALLOY 8083 -T5 IE (SEE NOTE 9/1) (SEE NOTE 9/1) L (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. MAX. D.L.D. (SEE SCHEDULE #1 ON SHEET 12) MIN. EMBEDMENT (SEE NOTE 9/1) •e• MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 5) MAX. FRAME WIDTH (SEE SCHEDULE 01 ON SHEET 12) w2* (SEE NOTE ON SHEET 5) *SEE SCHEDULE #1 ON SHEET 12 SECTIONS E -E (.XO), SCALE 1/2' • • SEE SCHEDULE #2 ON SHEET 12, FLORIDA BUILDING CODE (E59h Velocity HunteaoeZone) Approved 1>e eomplyiag with the Pkatde Code Y� 9 /v By MIMBOADECOUNTY P.E.SE L I NAIUWADATE 02000 1LLIDeS 010. / IL EI C O \ SLUT =MO I ionaNIER1140 OOMPANY ma N.RG !N. 8. OMmBR w 00,86 e -malt t00007aoLeom WOL,1ERFE- O1OBBy0� {719 FLBNDA U0. 44i 17 £ SERIES MOO HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT BRAWN BY. LA./L12/1‘.•V. 092/09. 09-119 DRAWING No SWEET 10 OF 14 ON SHEET SE #2 029° 7IL 0.29' 1" PS. WOOD BUCK (SEE NOTE 6 /1) E (SEE NOTE 9/1) E.. (SEE NOTE 9 SEE SCHEDULE #2 ON SHEET 12. (SEE NOTE 9 /I). C.D. (SEE NOTE 9/1) 2k P.T. WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO AS.T.M. A -B00 A -693 A OR -38 WI 12 WALE OR A MINIMUM WALL (SEE NOTE 9/1) (SEE NOTE 9/I) MIN. DIBEDMENT (SEE NOTE 9 1 C POURED CONCRETE OR CONCRETE BLOCK WALL REDD. MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 0.25" 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T9 ■ 'Z: v,T 4 (SEE NOTE 9/1) E.D. eirstwiim E.D. (SEE NOTE 9/1) 43 SEE SCHEDULE %2 ON SHEET 12. (SEE NOTE ON SHEET 9) *SEE SCHEDULE #1 ON SHEET 12 MAX. FRAME WIDTH (SEE SCHEDULE 11 ON SHEET 12) SECTIONS F -F (XO) SCALE 1/2" - ,• MIN. DEMENT (SEE NOTE 9/11 SEE SCHEDULE #2 ON SHEET 12. FLORIDA BUILDING CODE (High V¢IaEy Hurricane Zone) astwmDlytngwith dm Date I Zee/ NO Mitzi Control By MIAMNDADEGOUNTY P.E BEALIBIGNATUREMATE 02000 15.1[09 9D. IL ECOJN WNW TFATIIM t ONBINR08N0 e-mat 811eae0aol.aom ®- 0008710 IYW.TFIi A L 41V.E. ERIES laDED HIGH IMPACT HORIZONTAL SLIDING WINDOW LAME MISSILE IMPACT RESISTANT am.0.LA./L V. 14) 241041,0011 OIIRItlL 9 290 REST 78 ROAD HW.EAH, FL 33014 PHONE* 688 -8103 FAX: 658 -9868 .RN 09/23/09 OATS OM sn a n1 4 09-119 No 54005 11 OF 14 HORIZONTAL SLIDING WINDOW - SCHEDULE # 1 (XOX) WINDOW CASES MAXIMUM DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT MAX. OPERABLE (X) WINDOW WIDTH w1 MAX. FIXED (0) WINDOW WIDTH af2 MAX. OPERABLE pi) D.L.O. WIDTH 'a' MAX FD(ED (0) DLO. WIDTH "a' MAX OPERABLE Q() OR FIXED (0) D.L.O. HEIGHT 'b" REQ'D GLASS TYPE I +100,- 130ps* +15psf 111 1/8° 63114° 371H5° 37" 33112' 33112' 581/4' 29B II +100, -130 psf. +15 pst. 111118° 63114' 281/18' 55° 24 3/4" 51" 001/4" 299 III +90,- 100psf. +13.5paf. 1111)8" 741/4" 371/18' 37° 331/2° 33112' 871/4° 29A IV +90,- 100pat +13.5psf. 1111' 741W 281 /18° 58' 24314° 81' 87114' 29A V +100, -180 pat +15 pet 961/4" 631W 3218" 32° 2838° 28 3/8' 881/4' 298 (XO) OR(OX) WINDOW CASE S MAXIMUM DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT MAX. OPERABLE pq WINDOW WIDTH wl MAX FIXED (0) PARDON WIDTH w2 MAX OPERABLE (X) DLO. WIDTH 9" MAX FIXED (CO D.L.O. WIDTH 'a' MAX. OPERABLE (X) OR FIXED (0) D.L.O. HEIGHT "b" REQ'D GLASS TYPE 3 +100, -150 pat +15 pat. 741 /4° 681W 37116' 3718° 339/18" 33 9118" 491/4" 298 Et +100, -130 pat +15 pat 741W 63163' 3718' 3718° 33 9/18° 33 9/187 1/2" 0.0. 681/4" 298 TO 490, -100 pat +13.8 pal. 74114° 741W 3718° 3718° 339/16' 339/18" 871W 29A IV +110, -150 pat +16 pat 60 1W 801/4" 3018' 301(8" 289 /18° 289116' 631W 2GB MAXIMUM ANCHOR SPACING "S" - SCHEDULE #2 SUBSTRATE ANCHOR TYPE NEGATIVE DESIGN LOAD (PSF) ' HEAD /SILL JAMB HEAD /SILL REQUIRED ADDITIONAL ANCHORS CONCENTRATION AT MEETING STILE CONCRETE OR BLOCK ofE tat sA a 9B/Q 1/4°0N1T �JILDIX 80 or leas • 9° O.C. 9° 0.0. SEE DETAIL 2 (8 ANCHORS) > 80 -UP to 100 7 1 4 / ° O.C. 7 1/4' O.C. SEE DETAIL 2 (8 ANCHORS) > 100 up to 130 S 1 /2° O.C. 5 1/2" 0.C. SEE DETAIL 2 (8 ANCHORS) > 130 up to 150 4 3/4" 0.C. 4 3/4" O.C. SEE DETAIL 2 (6 ANCHORS) METAL CE KM 1/40 -14 3UltDIX T8C 80 or less 9' 0.0. 9° 0.C. SEE DETAIL 1 (4 ANCHORS) > 60 up to 100 9' 0.C. 9° 0.0. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 7 1/2' 0.0. 7 1/2" O.C. SEE DETAIL 2 (8 ANCHORS) > 130 up to 150 8 5/8' 0.0. 6 5/8" 0.0. SEE DETAIL 2(8 ANCHORS) WOOD 1/40 -14 BIIILDEX 'fit 80 or leas 9° 0.0. 9' O.C. SEE DETAIL 1 (4 ANCHORS) > 80 up to 100 9' O.C. 9' O.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 7° O.C. 7" O.C. SEE DETAIL 2 (8 ANCHORS) > 130 up to 150 6° O.C. 6' 0.0. SEE DETAIL 2 (6 ANCHORS) AS APPUCABLE DETAIL 1 AT HEAD & SILL 4 ANCHORS 10A50- 0ADE000N Y P.E. PAUSIGNATUREIDATE ®tooa T113000 INC. IL ECO INC. TR.LWT T119T1NO It 0400424130110 COMPANY 4-0421: tOteeolTooLeam !�! p,�, �, J01. 111Ma1 QAWa. 1 07145 ppL m- oTa9o�el(7ls� p FLOR Ua 44187 4 AS APPUCABLE DETAIL 2 AT HEAD & SILL 6 ANCHORS FLORIDA BUILDING CODE (Mph Velocity HurMaee Zone). SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW seams srt LARGE MISSILE IMPACT RESISTANT at 10 200 11FSI 70 RIND 05/23/09 HIALPAM, FL 22014 DATE PHONE (JD'sOJ IMP RX: ((305)k 558-6565 09-119 COMM 1 ae. 0110111,111111 m* 026410011 H" 00101 *hi SHUT 12 Of 14 NOTCH (TTP.) (2) #8 x 1 ° P.H SMS SEALED W/ (2) #8 x 1 ° P.HSMS SEALED W/ (2) #8 x 1° P.HSMS SEALED W/ CONT. ALL AROUND NOTCH (TYP•) .1 g (2) #8 xSF3311//2w�.FJ.,, SMS (3) SEALED W/ CORNER CONNECTION AT HEAD /SILL & FIXED SASH SCALE: 1/2 °= 1" FLORIDA BUUDE83 CODE (High Velocity Hun:ane Zane) Approve{ as oamplying with the Fleside NOM -as= -..03 lOAIODA ECON71Y P TE 020a2 'ULTIMO NC / IL ECG\ MUT 7681863 6: 1840192291110 C8MMIS e68 ssteirtsetR=0.==4113" e -man: a ttTBa�a�FOadama SERIES 180(X) HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT MOM W1 290 vow 78 ROAD HYLLFWI. FL. 33018 PROM 888 -8103 FIDE 886 -8688 08/23/09 ONE pal r aoomns OM 1 NM No Moms aia 09-119 mosso Na SHOOT 13 Of 14 (2) #8 x 1" P.H SMS SEALED W/ (2) #8 x 1" P.H,,_SMS SEALED W/ NOTCH (TTP.) CONT. ALL AROUND CONT. ALL MOUND PEMSDADE COUNTY (2) #8 x 1" P.H SMS SEALED W/ CORNER CONNECTION AT VENT SCALE: 1/2 "= 1" P.E.8EAUSERIATUEBDATE 62110 TEA= 510. ILECOIN Ttll7Lf�,29301��O, tip TE��e WAFI.ODDA LITT.r4roriP4 (2) #8 x 1" P.H/ SMS SEALED W/ `J FLORIDA E U I L D U 85 CODE (HIgh Velocity Hunk nsZwl9) DRAWN e n LLLL. SEIES 16000 HIGH PeAHaIRfTAL SLIDING MOON LARGE MISSILE IMPACT RESISTANT 290 WEST 78 ROAD 1EI8.EAH. Ft. 32014 PHONE, 858-8103 FAX: 305 558 -8688 08/2.3/09 DATE Mt 1 v. a msm GR 09-119 DRAWND Rs • SMELT 14 OF 14 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions - L.M.L APPROVAL DOCUMENT: Drawing No. M04 -04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL -Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 and following statement: 'Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.aov/buildinacode 6 to to t NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FM-3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al-Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Vigar, P. E. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 06-0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp.:.:: 09/16/09. E -1 1t& >� Jaime I . Gascon, P. Chief, Product Control Division NOA No. 09-0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; 0415 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HUH2). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OT HERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. EMBEDMENT TO 645E MATERIAL. SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART CF THIS APPROVAL. A LOW DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS *CLUEING 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 2003.0.4. 2411.3.3.3 AND 2326. INSTRUCTIONS' USE CHARTS AND GRAPHS AS FOLLOWS. STEP l DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI -DARE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESI N LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 3 TTORU B AND ANCHOR CHARTS ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN 'THE DESIGN LOADS SPECIFIED N STEP I ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING OCT ryp: ARC WOO FLA. PE (___38803 01 2009 PRODUCT RENEWED ase03gtlylnp thewl8t Pl olda attIldbag Cade Acceriwm No Date ALUMINUM TUBE MULLIONS a a o§ uE a Dy b.� drawing no. M04-04 (sheet 1 of 8 l —.125 1 X 3 STD, MULLION 6063 -T8 X 4 STD. MULLION 8063 -T6 1 X 3 CUSTOM MULLION 6063 -T6 1 X 4 CUSTOM MULLION 6083 -T6 —.125 2 X 6 STD. MULLION 6083 -T6 Ed • MM. EDGE GIST. 1/2' FOR 1/4' DIA. ANCHORS 5 /8' FOR 5/18' OM. ANCHORS ANGLE CLIP 6063 -T5 2 X 3 STD. MULUON 6063 -T6 2 X 4 STD. MULLION 6063 -T8 .156 1YP BOOM ggoloE Gig 3.250 2.000 1. 3.750 a 8 NOTCH OPTIONAL 1/2' TYE. 4.500 NOTCH OPTIONAL 1/2' TYP. ARSK O MAR P.A. 3 C.I.A. / 8�i C38 6 �'!3B PRODUCT RENEWED m adcmplyln0 wail Markle 6s Mark No Exptraan Data Ed . M01. EDGE 01ST. 1/2' FOR 1/4' DIA. ANCHORS 5/6' FOR 5/16' 011 ANCHORS MULUON CLIP 6063 -T6 Ed. Ed s MIN. EDGE GIST. 5 8 F ' FOR 5/18' CIA. ANCHORS MULLION CLIP 6083 -T6 OCT 01 2009 Proddet 8 D� drawing no. M04-04 21.4 (sheet 2of 8 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) {� 1� 1/ ♦ i e xx T �. WINDOW DIMS. I X S STD. 1 X 4 STD. I X3 CUSTOM 1X4 CUSTOM 2 X 5 STD. 2 X B STD. 2 56 HEAVY WINDOW DIMS. 1 X3 STD. 1 X 4 STD. IX3 CUSTOM 1X4 CUSTOM 2 X 5 STD. 2 X 8 STD. 2 X 8 HEAVY WINDOW DIMS. I X 3 STD, 1 X 4 STD. 1X3 CUSTOM 1X4 CUSTOM 2 X 5 STD. 2 X 6 STD. 2X8 HEAVY 3235 SW. 87 AVE __ MIAMI. FLORIDA 33174 TEL (305) 284810E FAX (308) TECIESITS 2 X 3 STD. 2 X 4 STD. 2X3 STD. 2X4 STD. 2 X 3 STD. 2X4 STD. MGM (W) MULL SPAN WIDTH (W) MULL SPAN PAM (W) MULL SPAN 19 -1/8` 26 -1/2" 30" 37" 42' 48` 54" 80" 88" 72" 38 -3/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/9" 25 -1/2" 30" 37" 42' 48" 54' 60" 88' 72' 74 -1/4" 74.5 140.9 115.1 150.0 150.0 150.0 150.0 19 -I /8" 26 -1/2" 30" 37' 42" 48" 54" 60° 66" 72' 120" - 37.9 27.3 55.3 96.7 148.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 53.8 101.7 83.1 148.8 150.0 150.0 150.0 - 27.3 - 39.9 69.8 105.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150,0 - 24.1 - 35.3 81.7 93.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 38.5 72.8 59.5 108.4 148.9 150.0 150.0 - - - 288 50.0 75.5 138.8 149.8 150.0 150.0 150.0 150.0 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 150.0 - - - 25.2 44.1 66.5 122.3 130.9 150.0 150,0 150.0 150.0 150.0 150.0 29.7 58.1 459 82.1 114.8 150.0 150.0 - - - 22.0 38.5 58.2 107.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 28.4 49.9 40.8 72.9 102.1 135.2 150.0 - - - - 34.3 51.8 95.1 104.7 150.0 150.0 150.0 150.0 150.0 150.0 23.8 44.9 38.7 85.8 91.8 121.7 150.0 - - - - 30.8 48.8 85.8 95.2 150.0 148.8 150.0 150.0 150.0 150.0 21.8 40.8 33.4 59.7 83.5 110.8 150.0 - - - - 28.0 42.3 77.8 87.3 140.1 134.8 150.0 150.0 150.0 150.0 - 37.4 30.6 54.7 76.5 101.4 150.0 - - - - 25.7 38.8 71.3 19 -1/8" 28 -1/2" 30° 37" 42" 48" 54" 90' 60" 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54' 60" e8° 72' 84" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19 -1/8" 28 -1/2' 30' 37' 42" 48" 54' 60" 66" 72" 132" - 28.5 20.5 41.8 72.7 115.8 150.0 138.2 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57.4 118.1 150.0 150.0 150.0 - 20.5 - 30.0 52.5 83.4 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 150.0 - - - 283 46.3 73.7 135.4 97.6 150.0 150.0 150.0 150.0 150.0 150.0 28.6 56.9 41.1 83.2 116.4 150.0 150.0 - - - 21.5 37.6 59.7 1099 85.9 138.0 132.6 150.0 150.0 150.0 150.0 23.4 90.1 36.2 73.3 102.5 1359 150.0 - - - - - 33.1 52.5 98.7 E.S. WINDOWS. LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33186 7E1.. (305) 624 -7775 FAX (305) 624-7777 75.2 120.6 116.0 150.0 150.0 150.0 150.0 20.5 43.9 31.7 64.1 89.7 118.8 150.0 - - - - 29.0 46.1 84.8 66.8 107.3 103.1 150.0 150.0 150.0 150.0 - 39.0 28.2 57.0 79.7 105.6 150.0 - - - - 25.7 40.9 75.2 60.2 98.8 92.8 141.2 150.0 150.0 150.0 - 35.1 253 51,3 71.8 95.1 150.0 - - - - 23.2 36.8 87.7 54.7 87.8 84.4 128.4 150.0 150.0 150.0 - 31.9 23.0 46.8 85.2 88.4 150.0 - - - - 21.1 33.5 61.5 50.1 80.5 77.3 117.7 150.0 150.0 150.0 - 29.2 21.1 42.7 59.8 79.2 145.6 - - - - - 30.7 58.4 19 -1 /B" 26 -1/2' 30" 37" 42" 48' 54" 60' 68" 72' 58" 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30" 37' 42" 48' 54" 60" 88" 72' 98' 34.5 74.0 53,3 108.1 150.0 150.0 150.0 19 -1/8" 28 -1/2° 30" 37° 42" 48" 54" 60" 86' 72' 144' - 21.9 - 32.0 58.0 89.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 38,4 78.0 124.4 150.0 150.0 - - - 23.1 40.4 84.3 118.0 91.7 147.2 141.4 150.. 150.0 150.0 150.0 22.0 47.2 34.0 68.9 109.9 145.6 150.0 - - - 20.4 35.7 589 104.3 74.3 119.3 114.7 150.0 150,0 150.0 150.0 - 38.2 27.5 55.9 89.1 118.0 150.0 - - - - 28.9 46.0 84.5 855 105.1 101.0 150.0 150.0 150.0 150.0 - 33.7 24.3 49.2 785 104.0 150.0 - - - - 25.5 40.5 74.5 57.3 92.0 88.4 134.5 150.0 150.0 150.0 - 29.5 21.2 43.1 05.7 91.0 150.0 - - - - 22.3 35.5 65.2 50.9 81.8 78.6 119.5 150.0 150.0 150.0 - 26.2 - 38.3 81.0 80.9 148.6 - - - - - 31.5 57.9 45.8 73.6 70.7 107.6 150.0 150.0 150.0 - 23.6 - 34.4 54.9 72.8 133.7 - - - - - 28.4 52.1 41.7 68.9 84.3 97.8 138.8 150.0 150.0 - 21.4 - 31.3 49.9 68.2 121.8 - - - - - 259 47.4 38.2 61.3 58.9 89.6 125.4 150.0 150.0 - - - 28.7 45.8 60.7 111.5 - - - - - 23.6 43.4 19 -1/8' 26 -1/2' 30" 37" 42" 48" 54" 60" 66` 72' 63^ 121.9 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2' 30' 37" 42' 48° 54' 60" 68" 72' 108" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 1 r, 8 a 6 $ R g .. C $ s 86.0 1412 135.7 150.0 150.0 150.0 150.0 - 37.5 27.0 54.8 95.8 130.2 150.0 1NM mass RECTANGULAR IN 6860 INSIDE TO 9E AR SHAPE - HOPo2oNTM. MUWdi 77.7 124.8 119.9 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.8 115.0 150.0 63.0 55.5 101.2 89.1 97.2 85.8 1479 130.3 150.0 150.0 150.0 150.0 190.0 150.0 - - 2 8.9 23.7 - - 39.2 34.6 68.6 60.4 93.3 82.2 150.0 150.0 � f---61,2440 1,,,f,' IY ' �;` # GtA21N0 PRODUCT MULLION 0".52016 PRODUCT 48.6 78.0 74.9 114.0 150.0 150.0 150.0 - 20.7 - 30.2 52.9 71.9 132.1 1 t 43.2 69.3 66.6 101,3 1419 150.0 150.0 - - - 26.9 47.0 83.9 117.4 GIAZINO PRODUCT 12,42640 PRODUCT 389 92.4 59.9 912 127.5 150.0 150.0 - - - 24.2 42.3 57.5 105.7 35.3 98.7 54.5 82.9 116.0 150.0 150.0 - - - 22.0 38.5 52.3 95.1 x 32.4 52.0 49.9 78.0 106.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; o wt W2 MUWON SPAN < m o c W MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. .--.------- ii 8 gg` u .* (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS - CIv/9. ' C.AN bS36 3 4e rwmaticr OCT 01 20D9 BxsiNN�F1�de 0 �""- 0 :^�?$ . 61u4 67 4 - 201¢ .• ' ---'�r� c yi`�$Q ANCHORS TYPE 'D' AND 'E' APPLICABLE TO Wl +052 WIDTH (W) 2 4 ", 5" AND 6" TUBE MULUONS..t:5r drowing no. M04-04 ANCHORS TYPE 'A', "B' AND 'C' APPLICABLE TO AU. TUBE MULLIONS. MULLIONS (sheet 3of 8 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C 0 E 19 -1/8" 150.0 150.0 150.0 150.0 130.0 26-1/2" 150.0 150.0 150.0 150.0 150.0 30" 143.1 1 50.0 150.0 150.0 150.0 37" 116.0 150.0 150.0 150.0 150.0 42" 102.2 150.0 132.9 1500 150.0 48" 38 -3/8" 89.4 150.0 116.3 150.0 150.0 54" 79.5 147.3 103.4 150.0 150.0 80" 71.5 132.6 93.1 150.0 150.0 66* 65.0 120.5 84.6 150.0 150.0 72" 59.6 110.5 77.6 150.0 150.0 19-1/8" 150.0 150.0 150.0 150.0 150.0 26 -1/2" 122.8 150.0 150.0 150.0 150.0 30" 108.5 150.0 141.1 150.0 150.0 37' 87.9 150.0 114.4 150.0 150.0 42" 77.5 143.6 100.8 150.0 150.0 48° 50 -5/8" 67.8 125.6 88.2. 150.0 150.0 54" 80.3 111.7 78.4 150.0 150.0 80' 54.2 100.5 70.5 141.1 150.0 68" 49.3 91.4 64.1 128.3 150.0 72' 45.2 83.8 58.8 117.8 147.0 19-1/8' 148.5 150.0 150.0 150.0 150.0 26 -1/2' 107.2 150.0 139.4 150.0 150.0 30" 94.7 150.0 123.1 150.0 150.0 37" 76.8 142.3 99.8 150.0 150.0 42" 87.6 125.3 88.0 150.0 150.0 46' 58" 59.2 109.7 77.0 1500 150.0 54' 52.8 97.5 68.4 138.8 150.0 60' 47.3 87.7 61.6 123.1 150.0 88" 43.0 79.7 58.0 111.9 139.9 72" 39.4 73.1 51.3 102.6 128.3 19-1/8" 138.7 150.0 150.0 150.0 150.0 28 -1/2" 98.7 150.0 128.3 150.0 150.0 30' 87.2 150.0 113.4 150.0 130.0 37' 70.7 131.0 919 130.0 150.0 42" 82.3 119.4 81.0 150.0 150.0 48" 83' 54.5 101.0 70.9 141.7 150.0 54" 48.4 89.7 63.0 128.0 150.0 80" 43.8 80.8 56.7 1 13.4 141.7 66' 39.6 73,4 51.5 103.1 128.8 72" 383 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MUU. SPAN A B C D E 19 -1 /8' 116.0 150.0 150.0 150.0 150.0 26-1/2' 83.7 150.0 108.9 150.0 150.0 30' 74.0 137.1 96.2 150.0 150.0 37° 60.0 111.1 75.0 150.0 150.0 42° 52.5 97.9 68.7 137,4 150.0 48" 74 -1/4" 46.2 85.7 60.1 120.2 150.0 54" 41.1 78.1 53.4 108.9 133.6 60" 37.0 68.5 48.1 982 120.2 68' 33.6 82.3 43.7 87,4 109.3 72* 30.8 57.1 40.1 80.2 100.2 19 -1/8" 102.5 150.0 133.4 150.0 150.0 28-1/2" 74.0 137.1 98.3 150.0 150.0 30' 85.4 121.1 85.0 1500 150.0 37" 53.0 98.2 68.9 1379 150.0 42" 46.7 88.5 60.7 121.5 150.0 48" 84" 40.9 75.7 53.1 108.3 132.9 54" 36.3 67.3 472 94,5 118.1 60' 32.7 80.8 42.5 85.0 108.3 68' 29.7 55.1 38.6 77.3 96.6 72' 27.2 50.5 35.4 70.9 88.8 19 -1/8' 89.7 150.0 118.7 150.0 150.0 26-1/2" 64.8 120.0 84.2 150.0 150.0 30' 372 108.0 74.4 148.8 150.0 37' 48:4 85.9 60.3 120.8 150.0 42" 40.9 75.7 53.1 108.3 132.9 48" or 35.8 68.3 485 93.0 116.3 54" 31.8 58.9 41.3 82.7 103.3 80' 28.6 53.0 37.2 74.4 93.0 85" 28.0 48.2 33.8 67.6 84.5 72" 23.8 44.2 31.0 62.0 775 19-1/8" 79,8 147.8 103.7 150.0 150.0 26 -1/2" 57.8 108.7 74.9 149.7 150.0 30" 30.8 94.2 68.1 132.3 1500 37" 412 76.4 53.6 107.2 134.1 42' 38.3 67.3 47.2 94.5 118.1 48" 108' 31.8 58.9 41.3 82.7 103.3 54' 28.2 52.3 36.7 73.5 91.8 80" 25.4 47.1 33.1 88.1 82.7 88" 23.1 42.8 30.1 80.1 75.2 72' 21.2 39.3 27.6 55.1 68.9 ALL LOADS ARE EXT.( +) /INT.( -). MIL ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIOTN (W) MULL SPAN A D C 0 E 19-1/8' 71.8 133.0 93.4 150.0 150.0 26 -1/2' 51.8 96.0 67.4 134.8 150.0 30" 45.8 84.8 59.5 119.0 148.8 37' 37.1 68.8 48.3 98.5 120.8 42" 32.7 80,8 42.5 85.0 108,3 48' 120" 28.6 53.0 37.2 74.4 93.0 54° 25.4 47.1 33.1 66.1 82.7 60" 22.9 42.4 29.8 59.5 74.4 68" 20.8 38.5 27.1 54.1 87.6 72' - 35.3 24.8 49.8 62.0 19-1/8" 65.3 120.9 84.9 150.0 150.0 26-1/2" 47.1 87.3 81.3 122.5 150.0 30" 41.6 77.1 54.1 108.2 135.3 37° 33.7 82.5 43.9 87.7 109.7 42° 29.7 55.1 38.8 77.3 96.6 48" 132" 28.0 48.2 33.8 67.6 84.5 54' 23.1 42.8 30.1 60.1 75.2 80" 20.8 3&S 27.1 54.1 67.8 66' - 35.0 24.8 492 815 72' - 32.1 223 45.1 58.4 19 -1/8" 59.8 110.8 77.8 150.0 1 50.0 28-1/2" 43.2 80.0 58.2 112.3 140.4 30" 35.1 70.7 49.6 99.2 124.0 37' 30.9 57.3 40.2 80.4 100.5 42" 27.2 30.5 35.4 70.9 88.6 48' 144" 23.8 44.2 31.0 82.0 77.5 54° 21.2 39.3 27.8 55.1 68.9 60" - 333 24.8 49.6 62.0 68" - 32.1 22.5 45.1 56.4 72" - 29,4 20.7 41.3 51.7 NOMI0R3 NIC.0 OR E • (RAZING PRODUCT VEFMCAL MUWON OtADNO PRODUCT WI AncHcRS A.B.O,D OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) @ WI + W2 2 ANCHORS TYPE A.B.CO OR E HORIZONTAL Mutual ARCHES TO BE INSCRIBED IO5t0E 9ECTAN INAR SHAPE 7 PRODUCT " .s 8 P EOuCCT ....(( ANCHOR AIL ft P tC `1t 4.8.C.0 ON E MUWON SPAN Egn AMAIN/ WAR CNA FLA. PE 36863 cc..N. 338 ,firto ZOO Mites ALUMINUM TUBE MULLIONS I V 0 u drawing fro. M04 -04 (sheet 4 of 8 Ed 1/4" INN. ULTRACONS 2 PER CLIP (1 ON EACH WING) Ed. M ni 1SY WOOD BUCK II 1UJ1 II 1; P4 I I I I 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) mum 1/4" 010. ULTRACONS 1 PER ANGLE 11:11 JIM FLOATING CUP SNUG FIT INSIDE MULL •14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 2: WOOD BUCK OR WOOD STRUCTURE ALTERNATE ANCHOR LOCATION IlJ1 i111 11-11 It I 11 11 11 1 U I � 1/4" DIAL ULTRACONS 1 PER ANGLE 22X2A:01/11" II� �� fir ' ��' l ■1 'nom FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE 'A' #14 SMS 1 -3/4" 0.0. YIN. 2 PER ANGLE II 1 11 1 II II U U I I I I 2x2518 - ALUM Ed. 2 1/4" I/4" DAL ULTRACONS 4 PER CLIP (2 ON EACH WING) 1/4" DIA. ULTRACONS 2 PER ANGLE 1 BY WOOD BUCK Ed. 1" MIN It 11 II ;; IL J1 11 11 P4 t I 1/4" O0. ULTRACONS 4 PER CLIP (2 ON EACH WING) AIL FLOATING SNUG FIT CINSIDE MULL /14 SIAS 1 -3/4" 0.0. MIN. 2 PER ANGLE 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HOC OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. INN. EMBEDMENT WOOD 1" 1 -3 /8' BLOCK 2 -1/2" 1.1/4" CONCRETE 2 -1/2" '1 -1/2" ALL CUPS NO ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO SE PROTECTED WITH ALKALI- RFSISTANT COATINGS. SUCH AS WTUMUOUS PAINT OR WATER -WHITE METHACRYLATE LACOIER. 2 BY WOOD BUCK 11 11 11 tl 11 11 II II J 1 I IIII III I I t U I I I 1 1 1/4" ON. ULTRACONS 2 PER ANGLE 2 5 2 5 1/8" ALUM ANGLE 111.7WITO FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE '9' #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE Ea: AMMO VOW FIA. PE t_4810 RAH. T53B OCT 0 1 2009 11 II II II u u I I I 1 I 2 5 2410118" ALUM ?ELODUCT RENEWED weresplying S Code `vth Florida Miami Divtsfon AMY gold} z 0 a xI 3 3 to Z J e E A drawing no. M04 -04 sheet gat 8 1/4" DIA ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) 1/4" DNA. ULTRACONS I PER ANGLE 1/4" W+. ULTRACONS 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE 1/4' Dw. ULTRACONS FLOATING CUP SNUG FIT INSIDE MULL /14 5NS 1 -3/4" O.C. MIN. 2 PER ANGLE 2 X 2 X 1/B" ALUM ANGLE 2 X 2 % 1 B" ALUM FLOATING CUP SNUG FIT INSIDE MULL SIAS 4 PER 114 ANGLE U, z 0 J W m I- g Z Ed. 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'C' 1/4 DUL ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed.. MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2' LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE '0' APPUCABLE FOR 4 ", 5" AND 6" TUBE MULLIONS AU. CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Enw: MEAD EOM CNA FLCBE8]B W ! au 0121309 PI1ODl1CT BMW?! ED IN cc-x;lytm withIhnFlorida RaWP 5Coda Aew pIDaao No I 2 $ 8 I drawing no. M04 -04 sheet 6of 8 ) Ed 5/16" DA. ULTRACONS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE 5/16' DIA ULTRACONS FLOATING CLIP SNUG FR INSIDE MULL /14 WAS 4 PER ANGLE 2 X 2 X 1/B' ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 5 /I6' 016. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2' 1-3/4" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH AMU-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engn ARSHM MOAN OWL FIA . C.A.N. 33 3M8 flC f 01 2009 z g W 2 uI 2 0 1 J 2 m I- 2 2 0 4 i2 vision (sheet 7 of 8 ) SEE CHART FOR 014 ANTRIES TUBE MUUJON X10 FH EMS 2/ SIDE IN THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MULLION fie FH WAS 1 -1/2" O.C. MW. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN OTHER DIRECTION q�p 10 RI SMS PER CUP r O.C. AIM. I -3/4' K 2 K I/8' (FOR 2BY TUBE) 3/4` K 2 K T /8' FOR (°BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL 1 METAL TO METAL CONNECTION /14 SMS SUBSTRATE Ed.. MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM s/s• 1/2' gn AMMO MOAN RA PE � � ./ CT 01 2 NI` n t — l o zt QQ a� Lkzei- ALUMINUM TUBE MULUONS U g- Jc 3 I drawing no. M04-04 (sheet of 8 )