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EL-15-2878 Mrs Miami Shores Village 10050 N.E.2nd Avenue NE x z x £ Miami Shores,FL 33138-0000 ' Phone: (305)795-2204 z s [ 3� R a .pie »€ . aat • t, En>>«,. ra.. :€ Expiration: 1 W2016 Project Address Parcel Number Applicant 280 NE 91 Street 1132060190410 NATIONAL CAPITAL ENTERPRI; Miami Shores, FL 33138- Block: Lot: Owner IMormatton Address Phone Cell NATIONAL CAPITAL ENTERPRISES 9500 N MIAMI Avenue - MIAMI SHORES FL 33138- 9500 N MIAMI Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 ELECTRICAL MASTERS INC 305-265-7996 �... _..:..�_.:::..: __.. Total Sq Feet: 00 Type of Work:INSTALL GFI'S TO NEW BATH KITCHEN A Available Inspections: Additional Info: Inspection Type: Classification:Residential Review Electrical Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# EL-11-15-57761 DBPR Fee $3.38 11/13/2015 Check#:1583 $50.00 $195.56 DCA Fee $3.38 Education Surcharge $0.60 11/17/2015 Check*1585 $195.56 $0.00 Permit Fee-Additions/Alterstions $225.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $245.56 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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 an ning. Futhermore,I Aborize the above-named contractor to do the work stated. November 17,2015 A S gnr / 4opy licant / Contractor / Agent Date Building Depa ent November 17,2015 " a Garcia Door & Window, Inc Invoice 2787 N.W.34th ST Miami,FL 33142 Date Invoice# Phone: (305)634-0635 Fax: (305)635-0646 4/28/2015 64724 Web Site:www.gdwinc.com Leo Garcia Email:garcia 1@bellsouth net Elizabeth Garcia Email:gdwinc@bellsoudLnet Bill To Ship To National Capital NATIONAL CAPITAL 55 NE 87 ST 55 NE 87 ST El Portal,Fl 33138 El Portal,FL 33138 MIKE 305-926-3535 P.O.Number Terms Rep Ship Via COD LEO 4/28/2015 Customer Pickup Quantity Description Price Each Amount 461/4 X 83 1/2 1 LAWSON IMPACT PICTURE WINDOW 212.14 212.14T 461/4 X 20 1/2 •••• FRAME 3"WHITE ; ••� •••••• •. .•. GLASS GRAY 7/16 •• • ••• , •• STYLE FULL VIEW •••�•• �.i •• •i• 1 LAWSON 8700 IMPACT ROLLING WINDOW ••••436.63 • 436.63TO • 461/4 X 63 a � e �� D •.•• •��• �• •.• • FRAME3"WHITE �••••� ••••.• ••• • GLASS GRAY 5/16 JUL ®7 2015 ..:.•� ... � • • STYLE FULL VIEW .. .. • • W/SCREEN • 1 MULL 1 X 4 X 45 1/4" WHITE 'Ry- ; • t4.00 • • 24.00T • •••••• " •• 2 CLIPS 2 X 3 3/4 FOR 1 X 4 TUBE � • 6.00 12.00'f • 2 LAWSON 7700 IMPACT SINGLE HUNG • 158.19 .' :0:16.38T • 19 1/8 X 50 518 FRAME 3"WHITE GLASS GRAY 5/16 STYLE FULL VIEW W/SCREEN Payments are due within terms from invoice date.Goods sold and delivered to the purchaser named in this order shall remain property of the vendor until paid in full.Said vendor Sales Tax (7.0%) reserves the right to retake possession of the merchandise invoiced upon default of payment. In case of default of payment,customer agrees to pay all cost of collection.All past due Tota accounts shall be subject to maximum legal rates of interest under law.Purchaser agrees that delivery dates are estimates and are not guaranwA Under no circumstances shall the vendor be liable for consequential,incidental,or special damages for delay in or failure to deliver. Payments/Credits All returns must be accompanied by the invoice and must be approved by management. Upon approval there will be a 20%Restocking Fee.Special size orders and cut materials cut size can not be returned or exchanged under any circumstances. Balance Due Customer signature Page 1 J d Garcia Door & Window, Inc Invoice 2787 N.W.34th ST Miami,FL 33142 Date Invoice# Phone: (305)634-0635 Fax: (305)635-0646 4!28/2015 64724 Web Site:www.gdwinc.com Leo Garcia Email:garcia 1 @bellsouth net Elizabeth Garcia Email:gdwmc@bellsouth.net Bill To Ship To National Capital NATIONAL CAPITAL 55 NE 87 ST 55 NE 87 ST El Portal,Fl 33138 El Portal,FL 33138 MIKE 305-926-3535 P.O.Number Terms Rep Ship Via COD LEO 4/28/2015 Customer Pickup Quantity Description Price Each Amount 1 LAWSON 9700 IN[PACT ROLLING WINDOW 299.01 299.01T 37 X 55 3/4 FRAME 3"WHITE "'• GLASS GRAY 5/16 i •'• "" • • • STYLE FULL VIEW ••...• •••• '• W/SCREEN •• •0 0.9 • 000000 0 0 0 1 LAWSON 8700 IlVIPACT ROLLING WINDOW •••V.52 0••9.245.52'1:" " • 323/4 X 423/4 0000 0090 09: 0000•• . 000 0' FRAME 3"WHITE •00 • GLASS GRAY 5/16 00'00 .' 0• 000 •9 STYLE FULL VIEW :00:0: • W/SCREEN • • 999 i• 99.9.9 1 LAWSON 7700 PACT SINGLE HUNG 19 118 X 26 IM •9' 4)7.89 • 9 9 07.891 9• 9 i : '1, • • FRAME 3"WHITE •• • GLASS GRAY WHITE INTERLAYER 5/16 STYLE FULL VIEW W/SCREEN Payments are due within terms from invoice date.Goods sold and delivered to the purchaser Sales Tax (7.0%)named in this order shall remain property of the vendor until paid in full.Said vendor reserves the right to retake possession of the merchandise invoiced upon default of payment. In case of default of payment,customer agrees to pay all cost of collection.All past due Total accounts shall be subject to maximum legal rates of interest under law.Purchaser agrees that delivery dates are estimates and are not guarameed.Under no circumstances shall the vendor be liable for consequential,incidental,or special damages for delay in or failure to deliver. Payments/Credits All returns must be accompanied by the invoice and must be approved by management. Upon approval there will be a 20%Restocking Fee.Special size orders and cut materials cut size can not be returned or exchanged under any circumstances. Balance Due Customer signature Page 2 Garcia Door & Window, Inc Invoice 2787 N.W.34th ST Miami,FL 33142 Date Invoice# Phone: (305)634-0635 Fax: (305)635-0646 4/28/2015 64724 Web Site:www.gdwinc.com Leo Garcia Email:garcia 1 @bellsouth net Elizabeth Garcia Email:gdwinc@bellsouth.net Bill To Ship To National Capital NATIONAL CAPITAL 55 NE 87 ST 55 NE 87 ST El Portal,Fl 33138 El Portal,FL 33138 MIKE 305-926-3535 P.O.Number Terms Rep Ship Via COD LEO 4/28/2015 Customer Pickup Quantity Description Price Each Amount 2 LAWSON IMPACT CASEMENT WINDOW 411.12 822.24T 37 X 38 3/8 FRAME 3"WHITE ••"'• • • •••• GLASS GRAY 5/16 • • • •• ••• •• • ••• • STYLE FULL VIEW W/SCREIN •••�•• •• ••• •• 2 LAWSON 8700 IMPACT ROLLING WINDOW .•••V5.89 •••••231.7 • 73 1/4 X 49 •••• •••• ••• • FRAME 3"WHITE ••�••� •••� ••• • GLASS GRAY 5/16 •• •• •• ••• •• STYLE FULL VIEW •••••. • • W/SCREEN • i • • ••• i• 2 LAWSON IMPACT CASEMENT WINDOW '••' 09.65 . 94.359.3010010: 37 X 55 1/2 • • • FRAME 3"WHITE •• • GLASS GRAY 5/16 STYLE FULL VIEW W/SCREEN Payments are due within terms from invoice date.Goods sold and delivered to the purchaser named in this order shall remain property of the vendor until paid in full.Said vendor Sales Tax (7.0%) reserves the right to retake possession of the merchandise invoiced upon deiiuilt of payment. In case of default of payment,customer agrees to pay all cost of collection.All past due Total accounts shall be subject to maximum legal rates of interest under law.Purchaser agrees that delivery dates are estimates and are not guaranteed.Under no circumstances shall the vendor be liable for consequential,incidental,or special damages for delay in or failure to deliver. Payments/Credits All returns must be accompanied by the invoice and must be approved by management. Upon approval there will be a 20%Restocking Fee.Special size orders and cut materials cut size can not be returned or exchanged under any circumstances. Balance Due Customer signature Page 3 U Garcia Door & Window, Inc Invoice 2787 N.W.34th ST Miami,FL 33142 Date Invoice# Phone: (305)634-0635 Fax: (305)635-0646 4/28/2015 64724 Web Site:www.gdwinc.com Leo Garcia Email:garcia 1 @bellsoudLnet Elizabeth Garcia Email:gdwinc@bellsouth.net Bill To Ship To National Capital NATIONAL CAPITAL 55 NE 87 ST 55 NE 87 ST El Portal,FI 33138 El Portal,FL 33138 N41 KE 305-926-3535 P.O.Number Terms Rep Ship Via COD LEO 4/28/2015 Customer Pickup Quantity Description Price Each Amount 1 I.AWSON 7700 MALT SINGLE HUNG 228.60 228.60T 25 X 571/4 0000 FRAME 3"WEHIE GLASS GRAY 5/16 • • ° • STYLE FULL VIEW 0000•• '•i •*000: W/SCREE •••i•• • • ••• •• 1 LAWSON 8700 IMPACT ROLLING WINDOW •'**U4.00 °'°••J44.00`P 0 31 1/2 X 373/4 0000 0000 00• 6 FRAME3"WHITE •0:••: 0000 000 0 GLASS GRAY WHITE INTERLAYER 5/16 •• •• •• ••• ••• 0.000• STYLE FULL VIEW • • w W/SCREEN 000.0• • . • • • 2 LAWSON 8700 IMPACT ROLLING WINDOW '••' 266.55 • ••533.10' °• •• • 37 X 49 3/4 FRAME 3"WHITE GLASS GRAY 5/16 STYLE FULL VIEW W/SCREEN Payments are due within terns from invoice date.Goods sold and delivered to the purchaser Sales Tax (7.0%)named in this order shall remain property of the vendor until paid in full.Said vendor reserves the right to retake possession of the merchandise invoiced upon default of payment. In case of default of payment,customer agrees to pay all cost of collection.All past due Total accounts shall be subject to maximum legal rates of interest under law.Purchaser agrees that delivery dates are estimates and are not guaranteed Under no circumstances shall the vendor be liable for consequential,incidental,or special damages for delay in or failure to deliver. Payments/Credits All returns must be accompanied by the invoice and must be approved by management. Upon approval there will be a 20%Restocking Fee.Special size orders and cut materials cut size cin not be returned or exchanged under any circumstances. Balance Due Customer signature Page 4 Garcia Door & Window, Inc Invoice 2787 N.W. 34th ST Miami,FL 33142 Date Invoice# Phone: (305)634-0635 Fax: (305)63540646 4/28/2015 64724 Web Site:www.gdwinc.com Leo Garcia Email:garciaLl@bellsouth.net Elizabeth Garcia Email:gdwinc@bellsouth net Bill To Ship To National Capital NATIONAL CAPITAL 55 NE 87 ST 55 NE 87 ST El Portal,F133138 El Portal,FL 33138 MIKE 305-926-3535 P.O. Number Terms Rep Ship Via COD LEO 4/28/2015 Customer Pickup Quantity Description Price Each Amount 2 LAWSON 8700 IMPACT ROLLING WINDOW 527.15 1,054.30T 64 3/4 X 561/2 FRAME 3"WHITE • •• GLASS GRAY 5/16 • • • '••• •• ••• STYLE FULL VIEW •• • •.. • W/SCREEN '••�•• •• •• •i• 0000•• I LAWSON IMPACT CASEMENT WINDOW :••493.35 ..%493.351:.--9*: 37 X 493/4 0000•' 09••90 0 FRAME3"WHITE 00.90• •••� ••i •' GLASS GRAY 5/16 ••'90' STYLE FULL VIEW 9.99.• W/SCREEN ; • ; • � � .0000• •• • • ••• ••• •• Payments are due within terms from invoice date.Goods sold and delivered to the purchaser Sales Tax (7.0%) $512.42 named in this order shall remain property of the vendor until paid in full.Said vendor reserves the right to retake possession of the merchandise invoiced upon default of payment. In case of default of payment,customer agrees to pay all cost of collection.All past due Total accounts shall be subject to maximum legal rates of interest under law.Purchaser agrees that $7,832.66 delivery dates are estimates and are not guaranteed.Under no circumstances shall the vendor be liable for consequential,incidental,or special damages for delay in or failure to deliver. Payments/Credits - 000.00 All returns must be accompanied by the invoice and must be approved by management. ' Upon approval there will be a 20%Restocking Fee.Special size orders and cut materials cut size can not be returned or exchanged under any circumstances. Balance Due $3,832.66 Customer signature Page 5 ALLSTATE SURVEYING,LLC PROPERTY LOCATION MAP PROUDLY SERVICING ALL OF FLORIDA t ° a Sas , tp e F a a DATE:05!15/2015 FILE NUMBER: TOM.M1.04-15 PROPERTY ADDRESS:280 NE 91ST STREET,MIAMI SHORES,FL 33138 CERTIFICATIONS: LEGAL DESCRIPTION: COUNTY:MIAMI-DADE 28091ST,LLC LOT 5,BLOCK 3,EL PORTAL,SECTION ONE,ACCORDING T H REOF,AS RECORDED IN SEAVIEW TITLE COMPANY,LLC PLAT BOOK 9,PAGE 101 OF THE PUBLIC RECORDS OF F, I CHICAGO TITLE INSURANCE COMPANY FLOOD INFORMATION: � c COMMUNITY NUMBER CO302 �e PANEL NUMBER 9111/00302 JUL/le7 20% DATE OF INDEX:09/11/2009 SUFFIX L �� I:6 FLOOD ZONE:X BASE FLOOD ELEV:WA I )_ c y LEGEND S ABBREVIATIONS: 13y': AC•.»»..•""AR CONDITIONER OVERHEAD CABLES(OH) THIS IS A COPYRIGHT DOCUMENT CONTAINING PROPRIETARY INFORMATION SM••„„•„„._SENCHNARK —OH— AND IS NOT WARRANTED BY ALLSTATE SURVEYING,LLC.OR THE SIGNING (Cx........_.CA=LATED POLYVINYLCHLORIDE FENCE(PVCF) SURVEYOR WHEN COPIED BY OTHERS. C.G„».„..".CONCRETE GUTTEROR VALLEYED GUTTER —O------O— C&G......CURB&GUTTER WIRE OR CHAIN LINK FENCE(CLF) UNLESS OTHERWISE SHOWN HEREON,THE FOLLOWING NOTES APPLY: CH„.."_»„.CHORD —x—x— * RECORD AND MEASURED CALLS ARE IN SUBSTANTIAL AGREEMENT AND POINTS CMF...„•-•CANAL MAINTENANCE FENCE MMNTENNNCE EASEMENT _11 ARE WITHIN 0.10'POSITIONAL TOLERANCE. AN CAC. . _».„CONCERER NOTA METAL *THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER D„..........„.»DELTA(CENTRAL ANGLE) MASONRY OR CONCRETE BLOCK WALL 10 RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT AND THE SAME,IF ANY D.E.„.„..._.»DRAINAGE EASEMENT MAY NOT BE SHOWN ON THIS SKETCH. EOP....„„„..EDGE OF PAVEMENT CONCRETE ' UNDERGROUND PORTIONS OF FOOTINGS,FOUNDATIONS OR OTHER IMPROVEMENTS FC_..._"_"FENCE CORNER ; .;• WERE NOT LOCATED. FEH..„„„"••FOUND DRILLHOLE ' •''•t• ••"%•• * FE.__..„.„.FENCE ENDS OVERHANG(O/F�OR ROOF ELEVATIONS ARE BASED ON NGVD 29 OR NAVD 88 AS NOTED ON SKETCH. FF„„..„. FINISHED FLOOR ,•... (FLOOD ZONES:'B","C",•D”&"X”ARE NOT IN DESIGNATED FLOOD HAZARD ZONE AREA. FIP/FIR.....„".FOUND IRON PIPEIROD ---- ' FENCE TIES ARE TO THE CENTERLINE OF THE FENCE.FENCE OWNERSHIP NOT FN.....*_FOUND NAL COMMUNICATIONS BOX DETERMINED BY THIS OFFICE. FNBD„„.„.„FOUND NAIL AND DISC 'WALL TIES ARE TO THE FACE OF THE WALL, LD_....__ _..SURVEYORS PARKER KALON NAIL ® CATCH BASIN *BASIS OF BEARINGS,IF ANY,ARE ASSUMED PER PLAT AND/OR LEGAL DESCRIPTION. ..___.....8IIRVEYOR'8 IDENTIFICATION SEWER MANHOLE CHATT...».»CHATTAHOOCI9E,EPDXY-STONE 'THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE PURPOSE FOR USE AS AN L..............LENGTH cc), UTILITY POLE(UP) AID IN OBTAINING TITLE INSURANCE ON THE HEREON DESCRIBED PROPERTY. LAME.....»_.LIMITED ACCESS EASEMENT LIGHT POLE(LP) NO ADDITIONAL WARRANTIES ARE HEREBY EXTENDED. LM.E„„...„.MAKE MAINTENANCE EASEMENT URE WATER METER(WM) •THIS SURVEY IS VALID IN ACCORDANCE WITH F.S.627.7842 FOR A PERIOD OF 90 DAYS OfS„.„...„ (M)„„„ ST UT9.TfYANCHOR FROM THE DATE OF CERTIFICATION. ..--„„OFFSET PP.C »_„__„• PLATPOINT OF CURVATURE �-1 FIRE HYDRANT(FH) I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY SURVEYOR'S SEAL ...... npo P.C.0„„"_..POINT OF COMPOUND CURVATURE CENTER LUC WAS MADE UNDER MY RESPONSIBLE CHARGE %""""•""•"'�R AND TO THE BEST OF MY KNOWLEDGE AND BELIEF 11 H Y P.O.B»„......POINT OF COMMENCEMENT I PROPERTY UNE yy 4Tr P.O.c_„„„..PowroFCOHmnENCEMENr SAID SURVEY MEETS THE MINIMUM TECHNICAL ; �` SSE •��” �R P.R.C.—.—POINT OF REVERSE.CURVATURE ® WATER VALUE I CLEANOUT STANDARDS SET FORTH BY THE FLORIDA BOARD CF' • P.R.M.......PERMANENT REFERENCE MONUMENT OF PROFESSIONAL LAND SURVEYORS IN CHAPTER �'• �'• P.T.._»"...".POINT OF TANGENCY ® CABLE BOX(CA.TVJ • • ,�` r••• R..»..„.„......RADIU3 ELEVA.I.RIC METER(EM) 5J-17 FLORIDA ADMINISTRATIVE CODE FURTHER, • •• ••••• (R)—..—..—.RECORD ® THIS DOCUMENT IS ELECTRONICALLY SIGNED AND • • RAN.„..-•„."RIGHT-OF-WAY ® ELECTRIC BOX(FPL) SEALED PURSUANT TO SECTION 472.027,OF THE • •• SIR.„.„........SET VP'IRON ROD •- SND„„„.„.»SET NAI.AND DISC HANDICAP PARKING(HCP) FLORIDA STATUTES AND CHAPTER 5J-17 OF THE ••- (TYP.}..."....TYPICAL FLORIDA ADMINISTRATION CODE. • a •• U.E......„_„..UTILTIY EASEMENT ®PLANTER OR PLANTED (C)2015 • • !•,f tq W.E...._„"..WATER'S EDGE A� ST•I!'f�VI'• t�Qq• 400,- POINTS OFINTEREST 0� ELEVATION MARKER • • FL.OSlp�O• '�•C" • - ®SPECIFIES POINT OF INTEREST BILL H.HYATT JR • 000 �� ••• 4�• •• •0 ®SPECIFIES POINT OF INTEREST PROFESSIONAL LAND SURVEYOR • 9(,S UR •• - TREE :SIZFJTYPE) STATE OF FLORIDA LICENSE NUMBER: 4636 ••••••all QR CODE m SCAN TREE SIZEI TYPE) FIELD DATE:05/13/2015 SIGNED DATE:OS✓1 SI2015 • REV EDD - It lk ��yv��y� 0••000 :•0j0• 0.0 - t_ 4 TREE (stm TYPE) 0 0 • 0 ••� , zzddLL.TT A.�llState �y_ g ;•.. TREE (SIZEITYPE) 'State of the Art Land Surveying RP n9&Ma I • COMM to Fleed Quarters:4987 N UNIVERSITY DRIVE,LAUDERHILL,FLORIDA 33351 PAGE 1 of 2 FILE NUMBER:TOM.M1.04-15 PH:(888)569-0480 I www.AUStateSurveyors.com I FAX(888)569-4590 R' S N.E 91ST ,S'TRZ'RT N70' R.O.W.' 17 ASPHALT PAVE' T..;. 7P'PAWMY a . 50.00'P .y;.Np�? 5'.s/q� ' 50..04$l4 d ° ° NO. D' » —— FlP1/2 NO ID. BLOCK 3 LOT 6 BLOCK O 3 4 _ RES 1280 ogI pw p BOT 5OCK3 0 rn o0 0 I sell I .rate' aED I c x . I Ix I � • x °j••• ••• • • a 0000•• •• • C&L • x 0000• O , ,0*0 0000° /•••a i •••• I $lam .. �A�!_ I •�•• ••°•. • • AUWW 00.00• 00/0 : s: to••• --X—A77 zFlPl/�25000'P) FlPl/2° ! • 0000•• ••• i• BLOCK 3 NO (o. I 50.00, NO ID.� LOTC213 0•• •+10 °28 LOT 19 BLOCK 3 LOT 20 SCALE:1"=20' PAGE:2 OF 2 FILE NUMBER: TOM.MI.O4-15 BOUNDARY SURVEY F rc ti P A-)vo > DFTA f C- 99 23 j 95 15-1/4 35-1/2 j 16 j 38-1/2 94 6j 60 j 6j 88-3/4 HALLWAY 57 37 PASSTHROUGH CLOSE EXISTING N 16 — Q-- --Q— PR POSE DW AC 24 SH M L CATION X2 W p ,cC D � B ELEV MICRO ELEV JUL ® E DRAWER \ ELEV 24 AC c �� 60 ELEV ELEV ^ N M REMOVE 30 30 EXISTING M M ,�-1 AahL 99 . . ... ..... 57-1/2 .� •• •• •• ... .. . ...... 24 .000 •..6 •.•6• 249 IT N • • ••• •• 00• • 06.00 • • • 06.00. • 76-1/4 28 11 6• •• • REF36 12 • *000 0 ••00•• ,. • AC •• • 0000••• " ' ' ' ' • ' 24 LOCATION • 24 48 28 76 FLOOR PLAN scale: 3/8" NOTEM lS FMOU"KWOMOMY.YfR6YAU==WFUW W&LAMM. F-Tm DEWIND DESIGNS TTOMANY RESIDENCE OF NWS MW M A 1 oarze✓zols owciNAL SIGN NAPLES FL KITCHEN-DINING-LAUNDRY a', � A Y 2 0 01s cuRReNT FLOOR A COMMA= TaAaallooMvaAxucusro� 3 •• ••• •• •••••• • • •• •• • • • • • •• •• •••••• ........ W1 I • • • • •••••• FLOOR PLAN scale: nts Lp NOT&MMAVI caM OW04 PIMM Oar.WtW 0"OMM O MD BUM WrALLAMM TRADEWIND DESIGNS TOMANY RESIDENCE � � 1 04/28/2015 ORMIN L s NAPLES FL KITCHEN-DINING-LAUNDRY r � " �" � MI��" r° � 2 o5/oslzols CURRENT FLOOR B 44 73 46 rn rn � N Ln 3-1/ at .... 9090•• O O O 0 0 •• i •••� •: •• • •• 9999•• • o 9999•• •• � 9999 • • •• •••• 9999• • •• •M ••• • 9999• 71 • • • • 0 0 • • •• 9999•• • • • • • 9999•• 9999• • • • 9999•• 1- 2 •• • 3 36 24-1/2 30 24-1/2 16-1/2 27 163 A ELEVATION ELEV scale: 1/2" Lp nm s rar v rouxe" Y s vm conu exrs x y e me 1 X41 O"15 ORIGINAL SIGN TRADEWIND DESIGNS TOMANY RESIDENCE �„ ,.., �,. �, � ,�,�,, NAPLES FL KITCHEN-DINING-LAUNDRY � � VU AS * M z 05J08/2015 CURRt5Nr ELEV WVAMnaorm umCumm rn aN ON 21 - El . . 9999.. .. ... 9999. ... ... .. . 9990.. 9 • s 0906•• :000FO 9••60• • 9 • • • 0 • • •9 9 • 33 33 72 C ELEVATION ELEV scale: 1/2" Lp TN6 mw j5w MM DPMM 15 yTOosmLm 01MM KWAM p c T"aAmoofTYSUM�mmHum Aung 1 04/28/2015 70MGINAL i SIGN TRADEWIND DESIGNS TOMANY RESIDENCE PROMWOFTMDMND OM" MR GWW-4L�HITATM ONLY.VNGAMMMWOMCOLM910 NAPLES FL KITCHEN-DINING-LAUNDRY Tm"�C "T 2 °x° 015 CURRENT EL C0bWL en W*MTonorawu0MMArmCUM 3 23 60 83-3/4 26 26 26 rn 716 6 6 7 Ln 00 Liu0 Co 0, 00 E19 *000 LJ . . .... ..... • • • • s M . • • . f • • 0 0 : 0 0 .0900 0 1 * 0 .••..• 0 0 0 00**: 00 0 so :o: •. • 27 8 36 24 20 26 26 167 B 171-3/4 38-1/2 ELEVA ION ELEV scale: 1/7" TRADEWIND DESIGNS TOMANY RESIDENCE Y Y MMA X15 owciwu sic�v PROPEM Of TRAMS DES"AND ANE PoNORAPFNCAl RMWO RA7MOWY.VAMMM W WOOD.Ca00..AUV6. NAPLES FL KITCHEN-DINING-LAUNDRY T OFT Mi"01 TO.OR 2 05!08!2015 CURRENT ELEV CONR+ZW MVAM TRAMM Derma AND C16fomm 3 � t r. low 00 .w•.4 3' • o••• f•••A` i' A r " •o• .•Alto AgA.A+ • •••• •ww It r.o IL • A•♦s A k. w 1 x y s y if i t t r k 1 /WTB:TN6 IS FOR 00KJ1W�SBOPBY.VMOYALL"1110 Wl D MAL1A7gN. TRADEWIND DESIGNS TOMANY RESIDENCE ;m I, � 1 NaM15 owawLL SM SKETCH NAPLES FL KITCHEN-DINING-LAUNDRY � UMT i 06108/2015 c"r:Re"T COMPU® MOVI o rr r� 0000 • 0000.. . . 0000.. . . ... 0000. . 6. 0.6 . 00:600 0000.. 6 00 0 • • . . .000.. • 0 0000.. 6 6 06 0 0 6 66 0 IAM IM MOM FM MGX MOM OMY.VWN ALL OEYM 04 PIEID OEiOAF Od'fMlA7pN. TRADEWIND DESIGNS TOMANY RESIDENCE TM„ (W. m =Fo „w as owciNa SIGN NAPLES FL KITCHEN-DINING-LAUNDRY OFY ��`� � z °S0�2°1s CURRENT PERSP CONU®enweexTwGmNoMMANDCUSTOMM 3 . . .... ...... .. . .. ...... . .... ..... .. . . . .. .. ...... . . . . ...... . ... . . m �® p FMO..�AUMMCSWMOWT� TRADEWIND DESIGNS TOMANY RESIDENCE Wa, ,, 1 �n 15 0MGIN& SIGN NAPLES FL KITCHEN-DINING-LAUNDRY MMMOOWXWMaMASm cu'uE"T PERSP eaaur®�wew rmoa+em u�aa ua eusraa�. 3 0000.. 0000.. 00..00 0000 0000 . ..... 0000. .. .. . 00.0.0 0000.. . . . ...... . . �,F IM SMMMOMY,gnu V4FWBffM srA"MK TRADEWIND DESIGNS TOMANY RESIDENCE a UM � oarzsrzo1s owcinu►L sicN NAPLES FL KITCHEN-DINING-LAUNDRY $"`F'""°" nTENC `"""Y NO MU TRADMNHERHOSM MtN.--..— ,HE E T0. B806YOTN016 2 °s/°sn°'s cuRRENT PERSP WMW Tuwame�cav�rra7RAD817lIDunxraWRP.SWIrnenscavrwticr& cocuweHisINYEeQH aouwareo eatweeHnaa�nHu cemcwsnHn cusrwFa1 3 999•9 .. ...... •000 . . . •0000 • • •9• •0000 • • ••9 ••• 9000• •9• 0 0 0 • • • •090•• gWTMVAW Y70X" 1 ��015 ORIGINAL SIGN TRADEWIND DESIGNST TOMANY RESIDENCE PROPM.OF, ,, „ AUFM „A, Y.��„, � ,�, 2 x)15 CUR;;n PERSP NAPLES FL KITCHEN-DINING-LAUNDRY *N= �" �° �� caaiermeEiwew rvnowwucesMumcusroma 3 30-1/2 •. 0000.. Rose 000 0, 0000• • • 0000•• 0000• s • 0000 00 a •0006• • • 0000 •• 00.00 0.••. •.• 000000 • •• • 0000.s• 0000• • • • • :..4:8 • •6.0001 . 0• 0 • • 00 .• 0 C(n .• • . • 57 V-4 37 Ln 94 � 99 u 80 ATION Et ELEV ELEV scale: 1/2" TRADEWIND DESIGNS TOMANY RESIDENCE TMMC�Y Y WMOBW aeTMF oan M15 OwGIN& SICM FAQffAlY OF7RADBPUL DEKJS AlO ANE FOA FJNflIKAL AFPNBFMfAT10D1 ONLY.VNFA7gN5 AI W000.COWA,SIWR, NAPLES FL KITCHEN-DINING-LAUNDRY �" MUan M s%aWgmM MDOOMRA uOmMB�BM 2 °W06�01s cuwT ELEV cOMPLerEo eflvreeN lAnowAio D�'n1MA$ ONftAa. 3 9999 . . 9999 9999.. 900.00 .. 000.00 000000 . . . •66..6 9999 9999 . . . 9 9 9999 9999 99990 00 0O •.06.. .00 . 00000' 06 .. 6. 90069. 9999.. . . . . . . . . 00990. 0000.. . . . . . .0600. .9 . 9 90. 0 6. 6 30 30 94 ELEV ELEVATION scale: 1/2" Lp TRADEWIND DESIGNS TOMANY RESIDENCE TMgD er r M r . ; xMMMT oan M16 owGINAL SIGN vaoem�rarnnoawtmcEacnsaMnaerozcaavwca�Wusatrnlwaaar.vaonrarawwou.m ,sHnvr. NAPLES FL KITCHEN-DINING-LAUNDRY "� &" 3 °5/ 015 CURRENT ELEV • 0000 ••,s 000.00 ,. . . • IF ,0,000 ..0 0000 0000.. • e..••s 0000 0000 • • 0000 •.•• ,,,.• 0000•• •s• • 0000• •• •• •• 00,00. • • • s s • • • • sssa•s 0000•• 00• • • NOTE:TOM WAMM"I 11 IM IWIM K"WIMMOMY.VFR6Y ALL DMCB W 8"MM mrx"Tax 1 026n15 OPJGINAL SIGN TRADEWIND DESIGNS TOMANY RESIDENCE MLlw NAPLES FL KITCHEN-DINING-LAUNDRY «" 2 00015 cuR'�"T PERSP COMM o MWPPNTRAMNNO OMM AM CUSTOMM 3 Jahk t; lTyv-4 M1AMFD E MIAMI—DADECOUNTY 111111001111 PRODUCT CONTROL SECTION DEPARThIENT OF REGULATORY AND ECON011II 1- !), 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE ffQAJ www.mlemldade govleconomv Lawson Industries,Inc. 8501 NW 90 Street JUI 7 2015 Medley,FL 33166 SCOPE: BY: This NOA is being issued under the applicable rui re ons governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable budding 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 1113200"Outswing Aluminum Casement Window-L.M.I. 000004, APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Ouh}v�g Impaa � as ement Window", sheets 01 through 07 of 07, dated 07/27/08, with revision "C" dated.DSO/14, prepped by.•••;• manufacturer,signed and sealed by Thomas J.Sotos,P.E.,bearing the Miami--DadeCAuuty Product ControL Revision stamp with the Notice of Acceptance number and Expiration date by ks sh ami-Dado 4Coun4" Product Control Section. •••• •••• ••••• MISSILE IMPACT RATING:Large Missile Impact Resistant ...... ... . ..... •• •• •• •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's •®r dogs, city, state, series, and following statement: "Miami-Dade County Product Control Approveds, unless oftnvj;n noted••••• herein. . . 0 :9006: RENEWAL of this NOA shall be considered after a renewal application has been filed and tdtV90ho been • no change in the applicable building code negatively affecting the performance of this product. TERIYIINATION 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 iti..its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1217.22 and consists of this page l and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D..Gascon,P.E. 1 _NOA No.14-4908.20 tNAMF Expiratlon Date: March 04,2029 � Approval Date: November 27,2014 Pago 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 08-1020.08) 2. Drawing No.L3200-0801,Sheets 01 through 07 of 07,titled"Series:3200 Outswing Impact Casement Window",dated 07/27/08,with revision"C"dated 08/25/14, prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami, glass w/PVB laminate by DuPont, Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI--08-2097A, HETI-08-2103A and HETI-0&2131A,all dated 07/10/08, signed and sealed by Candido F.Font,P.E. (Subinitted under NOA No. 08-1020.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 . 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" Vn. Ijam%'•glass . .... ...... w/ PVB laminate by DuPont, Test Reports No.'s HETI-08-2091. HETI-.08,2100, .• HETI-O8-2101,HETI-08-2102B,HETI--08-2097B,HETI-08-210iD,HETI-0$•2104,••••:• HETI08-2105, HETI-08-2106, HETI-08-2125 and HETI'08413111, f11 dated....; 07/10/08,signed and sealed by Candido F.Font,P.E. •0000• •0000. ' .... .... ..... (Submi'tted under NOA No. 08-1020.08) • . ...... ... . ..... .. .. .. ...... C. CALCULATIONS •••••• • 1. Anchor verification calculations and structural analysis, F om lying :vAtlt.FBC;" prepared by manufacturer, dated 10/01/08 and 01/30/09,signedAtd waled by.Tiomar•••: J. Sotos,P.E. (Submitted under prevloin NOA No. IM127.21) 2. Glazing complies with ASTM E130"4/09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. Jaime D.Gascon,P.E: Product Control Section-Supervlsor NOA No.14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5t" Edition (2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance,complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.21) 4. Statement letter of no financial interest,dated 10/01/08,signed and sealed by Thomas J.Sotos,P.E. (Subinitted under NOA No. 08-1020.08) 5. Laboratory compliance letter for Test Reports No.'s HETJ-A*-099A, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETVU-2097X,' dated 07/10/08, HETI-082103A, dated 07/10/08, HETI--08-2111X• dateii•t0/08,.••:• HETI-08--2099B, dated 07/10/08, HETI-08 2100, dated 074144A HETI-X8-2101:•••0 dated 07/10/08, HETI-082102A, dated 07/10/08, HETI 08-;402q, dat%d qYj 0/08; • HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/fOM8, HETI 08--2104! dated 07/10/08, HETI-08-2145, dated 07/10/08, HETI-08;1101; dated�•07 0/08;;;;;; HETI-08-2125, dated 07/10/08 and HETI-08-2131B, dated d1 NV08, all issued by .' Hurricane Engineering&Testing,Inc.,signed and sealed by Cendido F.Fgot,&E. •••• • (Subiuitted udder previous NOA No. 08-1020.08) ' .. • • ••• • • • G. OTHERS •• • 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series "3200 Outswing Aluminum Casement Window - L.M.U. approved on 03/06/14 and expiring on 03/04/19. Jaime D.Gascon,P E Product Control Section Supervisor NOA No.14-0909.20 Expiration Date: March 04,2029 Approval Date: November 27,2014 E-2 ANCHORS' 12 1 (A)3 AT FRAME HEAD O&AX•0,M) CC) 3 AT FRAME SILL e' SEE DE CLUSTER ANCHOR CLUSTER (D)S AT EA.FRAME JAMB A AL ANCHIRSt SHEESEE DETAIL 44 AT ANCHORS SEE DETAIL 44 AT �) (A)6 AT FRAM HEAD (F SILL TY7 13F PICAL) CA)6 AT FRAME HEAD (FRAMEE SILL�TYPICAL) (C)6 AT FRAME SILL CC)6 AT FRAME SILL (B) 4 AT EA.FRAM JAMB A CD) 4 AT £A.FRAME JAMB A Al • aI 0.LO� (WJt ON�a Al i A Al--ji I SYS, `\\ WW 1R.7tR C � ~ i/rte\ ~ D Ci 51 �D 8" 8` B -}' 4 8' 11 Bracket 8' ) B 4 EXT.&W.FALSE t@IIAL Npt,) 4 M from and. 4 AWINS ARE APDL ED W/ of a0 tTxed 7q� AV SI.ItX>M AND ARE WINDOW FRAME D 74' Lite Corriere} WINDOW FRAME WIDTH AVAtLA)q.E AS DPi'ItD1AL. n WINDOW FRN4E WIDTH "X ELEVATION "XO" ELEVATION — (OX reversed) W ELEVATION £xr.a Ott FFA.SE cta tnR[aL (RIOTED TO LOAD ON SHEET 4 OF 7) (UMYPBD TO(AADS ON SHEET 6 OF 7) (LOOTED TO LOADS ON 8 OF 7) mL �ICONEm N4-LIED W/ AVAD.NtLE AS OPTMNAL. General Notes: SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONWHEN THE GAP BETWEEN THE WINDOS 1.)THIS WINDOW SYSTEM LS DESIGNED AND TESTED TO COMPLY WITH THE •MASONRY 119 S RARE NOT RMI WAD.DUCK OR REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) U i PRODUCT ANCHORS NOTE IS IMPACT RESISTANT AND DOES 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHORS TO BE 432 SMS 13R WA SCREWS INTO WOOD, IDR BUILDING THE SUPERIMPOSED LOADS IN ACCORDANCE WITH 1/4' TAPCONS or APPROVED CONC FASTENERS INTO CONC,, RXQUIR OF 2010 F.B.C. &TO BE REVIEWED BY BUILDING OFFICIAL. WITH A MINIMUM IIF 1 1/4' PENETRATION INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC(REFER TD LOAD TABLES FSR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS,AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABIC AT SHEETS 6 & S. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE PRODUCTRDVISM ENGINEERED ON A SCFE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND aecemplgJagwNBtlreFlotida SOQ.GO TO LE REVIEWED BY BUILDING OFFICIAL B°DdingCbd° Cl/ G 8,) SEE SHEET q3 FOR BILL OF MATERIALS AND DETAILS. •• 000 • • • • • •• Auaptwncetdo 8.)SEESHEET $B& 6 FOR GLAZING DETAILS&OPTIONS AND CHARTS FOR AX • • • • • • • • • 202 M . DE8I PRESSURES. • • •• • • • • • 7.)WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESsum TREATED AND ANCHOR • •: : : :•. •• A(le $ Cbaret (BY OTHERS), PRIOR TO WINDOW INSTALLATION.(SEE SHEET#2 FOR DETAIL& NOTES)•• ••• so R.W"ga.„ 8.)MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT COME INTO pL A Relaee m Mm • 2OtO f� J /� T J�J. W St.NO—OM CONTACT WITH OTHER DISSIMUAR MATERIA S SHALL.MEET THE REQUIREMENTS Q Rama aW WAbn to&Peet 8&8 of 7 �/L� 1 Tj6�8) OF 8014 FLORIDA BUILDING CODS 8ECTION 2003.8.4 AND/OR SECTION 2�R82 • ••• r 5:1� } ^. D• to K 2N4 FW YANOPAe�M uBltMM MUM AND MM me88 OJ EXT.& IMT.FATS COLONIAL MUNPINS ARE OPTIONAL&AND ARE APPLIED W/SIdlO]�E • • • f • •:t•= y o Bfew ymf aww ea•ae saw/deaw ltaaP DUm a+P�AaaHon N 10.)FRAME SILL ANCHOR CUM TO D MEASURED FROM THE INSIDE EDGE OF THE WINDOV FRAME • • • •_• AND TO BE LOCATED WITHIN A f — 1/2"TOL2RANf0 •• • • • • •:fi.; , DAA t mwu TOTAL OF ANCHORS REQUIRED A7 �w To BE THE SAME AS FRAME HEAD. •• ;* c , •.:,# M. �lg+/� Series: 3200 Outswing Impact Casement Window Ll.)SHE SHEET F 4 OF 10 FOR FLANGE PERIMETER CA 0*: • •• ••• CAULK/INSTALLATION DETAIL �qp GENERAL NOTES & APPROVED ELEVATIONS (X, XX. XO w OX) 12.)EXT.& INT.FALL.'COLONIAL MUNTINS ARE OPTIONAL&AND ARS APPLIED W/SILICONS Y+ O Beets P,mba edwme.A• ei Aovam PmownLam-om DOT 7 or • • • • ••ji"'i' • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • I s/W ALL P.T. WOOD BUCKS !S/ p 1/4' TAPCONS W/ EDGE ENGINEERED SEPARATELY EDGE B 14 S.M.S. or WD. SCREW N/ 18�, ° Dist,= DistaNCE 1 1/4' MIN. WOOD EMBED EDGE EMBEDMENT ,:+a:•... .:tr• •alsrArxE o. d ALL WOOD BUCKS CF v 4 BLDG,N3FFICIAL <TYP. .%esur i v.. .... p V tr p.• v ENGINEERED SEPARATELY ST 9 k,. .�.y"rsi. & TO BE REVIEWED 'y •�;,t.- ''y r 4 BLDG, OFFICIAL CTYPJ t f.• v e. O METAL LATH der• CBY OTHERS) ...•.,a``: STUCCO a o• �' `ter` .: (BY OTHERS).;�u °'• a o & STUCCO t 43 g-•,•::• Ott. 7.. 4 : r.a �.i. CBY OTHERS) ?�•9. 50 t Ile r#rom now, t art 50 (lrtN E19>Eo. 2X WOOD BUCK ^••?-S.'YS°•••'i`'`' -- - I/4•Max. ',vyS. ANCF�RED TO CONC. •' SHIM SPACE _1 TO BE P.T. (TYP.) PERIM. CAULKING L BY OTHERS CTYPJ 1 17 EXTERIOR GRADE 1 BUCK OD YP .) 75 17 PERIMETER 15 OHECAULKING l9 K(NG I U L WOOD FRAMING SHIN MAX, i CTYPJ 1 ENGINEERED SEPARATELY 4 15 - 1 & TO BE REVIEWED 1 2 23 17 Al BLDG.OFFICIAL CTYPJ A2 16 16 16 1g 18 5 5 5 21 18 42 49 12 16 48 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERNO INTERIOR 13 GLASS 74 51 13 14 51 12 16 48 13 54 12 16 48 818 42 48 6 21 5 21 18 21 16 16 18 17 4 B1 I 17 B2 ,7 ,s 40 15 10 15 17 29 io 70 s"HM ACE EXT. Cd2AIIE U X' EXT. GRADE 17 ,7 PERD1. CAULKING PERIM. CAULKING R 1 �� 15 CTYP.> <TYP.> 22•: 3: 8 .� 2X WOOD ) STUCCO ?;-��d"-ki;°•:' 4 0 ,e. t � HOCK CTYPJ t 1 4•�. CBY OTHERS ' -4,d; o' (LAFi t 4• ) EXT. GRADPERIME A : 44 CTYPJ 44 •7.:•::9 :�.. .o _ • IX or 2X • • • • P.T. WD. BUCK METAL LATH. GRADE • 4• ANCE E 3/4•EDGE DISiAtxE AND EXTERIOt GRADE •• • SHEATHING (BY OTHEAJ • e e ter ggg��Tj(((''^��f ]]�� Whod BmwaN and 5 B 8 of7 jj •• ••• •• Atoms N 2010 F80 �� /0J fxlTnxys 1 1 W.90 ST.33188 •NFIRN THE Ge EN >l9I4DON FRAME AND THE BUCK OR ; ' : ° � ?° PH N&(305r`Ms-8880 MASONRY I8 tB8.9 THAN 118.SHIMS ARE NOT REQUIRED. oRoE;plq�It RRVlSBD _~ - '2 - C.Rm bW to rr 2014 FDC MANNI OF ev""Y AL92MM�NiDB7B A=QUOS ROM • ° • •au ctoa rat cm sae ca+w.n eaw/�rr ra wm a u«w,e.a swrw.k �TICHORS N()TE: • ••• i9 N9�at�txnk �.•�p• ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD.QR AcceN�MocoNo �/�ti� •; • • �:-eam, 1/41 TAPCONS or APPROVED CONC.FASTENERS INTO CONC., 2Qj • • . • ;.• .4► �x R.1DiA20 ao7ar Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR T, •• •• •• • i•• •i :~ 1iQ m° N,RRAZO °a01 as /1a VERTICALtDtOSB-aSC1i0N$, DETAOS & NOTES CONC <REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 9imliu4§ont o GOA 900-0801 8 WDATE • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STUCCO OVERALL FROE WIDTH (BY OTHERS) PERIMETER CAULKING EXTERIOR WIDTHW&RALL VENT 15 18 7 8 18 15 DAYLIGHT WIDTH 7 18 15 21 s�•"v, 12 16 48 12 16 48 21v 13 13 43 _ GLASS LASS ,a 49 V ' v FIXED VENT OPERABLE 14 51 51 14 TAP, 18 18 6 1/4 0 t O (MN* e. INTERIOR 4/� :.^,• v 4 17 "D11 t7 16 16 �q 17 / Gi \ 16 17 /•"'• 174 ALL WOOD BUCKS ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED & TO BE REVIEWED BY BLDG.OFFICIAL (TYP.) STUCCO DG•OFFICIAL (TYPJ P.T WOOD BUCK NOT BY LAWSON IND. (BY OTHERS) MUST SUSTAIN IMPOSED LOADS v4'WIX PERIMETER CAULKING T ""t t'-4*`. .4 9811 V� PERIMETER CAULKING 3 15 18 7 8 3 18 15 3 :v4 15 18 8 38 39 °•.i:; 3 21 • EXTERIOR r e.1 EXTERIOR 21 21 v'•` r;Y*" 12 18 48 P `.iY:. * 12 16 48 13 GLASS 33 - GLASS (43): V. 34 uZ 43.. ..:0 OPERABLE VENT 1/4 1/4' "b TAPCON 14 51 ) oTAPCON 14 51 X114 18 18 18 INTERIOR 35 ( ) 2 21 v P 4 21 4 42 41 d R INTERIOR e : •:.;: 17 17 18 16 17 47 > 4 11 D117 17 17 16 PRorA;cVWW v4'ax ALL WOOD BUCKS jnswith FWde o• s> O 3 v. ENGINEERED SEPARATELY>4ultd(agCab q Z:., •• ••• • • • •• & TO BE REVIEWED Actept�rcallo 9�g.2Q ^M:_ • • • • BLDG. OFFICIAL (TYP.) • • 7� 6 YL�77��^^^Vff d� 7788 YY •• ••• •• to x 2010 FOC 8 /d va.' ti ll /'q!,/ ERW r. •RAIBN IFIL OAP BBPBBER THB VB4D08 PRAb1E AND TIM BUCK OR JBL/lL�•L A`J! BI vB 1 D{ 8801 N W�'lpgpST. "M"is 19 L@99 KHAN 1/e',tiHRd3 ARB NOT REQ1ItRBD. &ttenewl and ReKd�,to suet 8&e et 7 PN No.(308)898-an a38x5 • 0:9• • :;* • • '.'- C.RWAed to w 2014 FM YANOPd07f M OF 09AU27 AUWW It NAMW AND Qaeas MW ANCHORS NOTE: • • •w•• dh • • ! �+evwn P.ea aw4e/NedeR /aa aJuona a aceaaa+ ANCHORS TO 13E 912 SNS OR WA SCREWS INTO WOOD,OR •• • • • •, C.r• ;i` aiomw eaao.H I/4' TAPCIK(S or APPROVED CONC, FASTENERS INTO CONC., •• "fir; • ,•,•f��:; N.B6AZ0 '01/0/08 Series: 3200 Qutswing Impact Casement WindowWITH A MIND9.84 OF 1 1/4' PENETRATION INTO WOOD OR 90: • •• `;.�` i", aubed aw oon aouvvi HORIZONTAL CROSS—SEC9RON3, DETAILS &NOTES N sRezO COW. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) "a':". �3. o9/29Rd DTE ' t.x t ,,.:` awprm,Gwt 0 scow Pnmc,1 ad ec o oeNa-ot a LSM-•0801 � 8 0s v • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • LAW30N SIiRIBS: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERi41S LIST ITEM @ ITCL. N0.PART NO. QUANTITY DESCRIPTION REAlARBS ITEM @ W0. NO.PART NO. QUANTITY DESCRIPTION REMARII$ 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 1 L-3001 U-118 1 FRAME HEAD 8083-T8 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE + 2 L-3002 LB-115 1 FRAME SILL 8083-T8 ALUMpdUM 42 1 X VENT 5/18"INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 LB-118 2 FRAME JAMB-HINGE SIDE 6083-T8 ALUMINUM 43 SEE ELEM III N FRAME INSTALLATION SCREWS #12 X 2 1/4"PH SHS 4 L-30M LI-115 2 FRAME JAMB-LATCH SIDE 0063-T8 ALUMINUM 44 SEE ELEVATION FRAME SILL CLW SCREWS #12 X 1 1/2"PH SMS 5 L-3004 LU-119 2 VENT TCW RAO. 8083-T8 ALUMINUM 45 SM-8504 SEE ELEVATKIN FFAMEATNT ASSEMBLY SEALANT • 6 L-3004 LB-119 2 VENT BOTTOM RAIL 6063-T8 ALUMINUM 46 SEE ELEVATION FRAME I4STALIAMON CAULKING EXnY"GRADE PERIMETER 7 L-3004 LI-119 2 VENT SIX:WEB.-HBA SIDE 6083-T8 ALUMINUM 47 L-3007 LI-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-TS ALUMINUM(3"L) 8 L-3004 LI-119 2 VENT 510E RAL-LATCH SIDE 8D83-T8 ALUMINUM 48 L-3009 LII-159 AS READ. GLAZING BEAD - 7/18" 8083-T8 ALUMINUM 9 L-3003 L.I-118 AS REQ'D. IN-POST 8083-T8 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT BMW #a x 1 1/4" FH./PHIL SDSj 10 L-3006 U-111 1 X ANCHOR FRAME SIL ANCHOR CLIP 8083-T8 ALUMINUM (3"L) EXT. GRADE BACK BEDDING 50 8 X POST IN-PST ASSEMBLY SCREWS /10 X 1 1/4"PH SMS 11 L-3O5 LU-113 AS IWO. FILED LITE MOUNTING BRACKET 6083-T6 ALUMINUM (3' L) TO BE APPLIED BEHIND 51 DC 8M AS REQD. GAZING BMW -SIUCONE + 12 L-3010 Ul-7708 AS READ. GLAZING BEAD - 5/18" 5083-T5 ALUMINUM WINDOW FLANGE BY INSTALLER(TYP.) ALL WOOD BUCKS 13 L-7531 L-7531 AS READ. GLAZING BEAD BULB V2M PVC VINYL FACE CAIN ENGINEERED SEPARATELY 14 SM-5731 AS REGIO. GLAZING SEALANT- SIUODNE K 2X WOOD • BY OTHERS KTYPa BUCK CTYPJ & TO BE REVIEWED 15 L-3012 U-110 AS READ. WEATHERSTRIPPING - FRAME/VENT PVC VINYL BLDG, OFFICIAL CTYPJ 16 L-3011 LU-133 AS REWD. GLAZING HEAD 11/16"tAM./RCSIIL. 8063-T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME 112 S.M.S. or WD. SCREW 18 L-3013 8 W—KEY PER VENT `''•o W/ 1 1/4' MIN. WDOD EMBED C 19 L-3013 4 X POST CORNER KEY PER IN-POST • t 1 4• 20 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS �•) 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4"PH SMS WINDOW FRAM 22 2 X VENT 4 BAR 90'HINGES -STD.&H.D. • 23 2 X VENT 4 BAR 45' HSS »STD. & H.O. -: EXT. GRADE BACK BEDDING 24 AS READ. HINGE MOUNTING Std #10 X 1/2"P.H./PHL. B -., EXT.GRADE PERIMETER TO BE APPLIED BEHIND 25 1 X VENT VENT OPERATOR - DUAL or SINGLE • p CAULKING NUT BY WINDOW FLAK BY •LAWS�1 INDUSTRIES', INSTALLER CTYPJ 28 4/OPER OPERATINt MOtNDNG SCREWS X10 X 3/4"F H/PHIL SDS TO BE APPLIED BY 27 1/OPER. STAINLESS STEEL"C"TRACK • OTHERS CTYPJ 28 2/TRACK TRACK MOUNTING SCOWS #8 X 1/2"F.H./PHIL SDS EXTERII3R GRADE 1/OPERATOR STUD BRACKET CONNECTOR STUCCO OR EXTERN FINISH 5�`i�..•r y PERIMETER CAULKING 29 O •�k'�.rr.:` BY OTHERS (TYR) 30 2/BRACKET STUD BRACKET SCREWS #8 X 1/2"F.H./PHIL SDS t.BY OTHERS <TYPa :jC°C :d»:;. TAL LATH, STUCCO + • 1/2" AND EXTERIOR GRADE 31 1/VENT LOCKBdO HANDLE SWATHING(BY DTHERS) 32 2/LOCK LACK HANDLE MOUNTING SCREWS #10-32 X 3/8"PH MS FRAME PERIMETER CAULK DETAIL. 2 @r00D FRAME INSTALLATION DETAIL 33 1/VENT LACKING MULTI-POINT BAR • SUBSTRATE PRODUCT'RRVISBD 34 1 x Last P01M TIE SM NYLON GLIDES + SUBSTRATE, , SEE MULLION APPROVALS FOR MCOaplylugv�IH6mR01W 38 2 X GUIDE NYLON t;{BDFS MOUNTING SCREWS #8 X 1" PH./PETE B P.T.WOOD MULLION TYPE, SIZE AND MAX.LUUM"BCudo n/�c� • BY OTHERS KTYPa DESIGN PRESSURE LIMITATIONSJ�Pt �"v2 36 1/LOCK KEEPER(Sr. STEEL) NOTE: • 29 37 2/KEEPER KEEPER MOUNTNG SCREWS 21 TH 17 F D CASEMEE OWER ENISSl1RES DPo OR•- 38 L-3014 4 SNUBBER 8083-T5 ALUMINUM MULLIbN SHALL 0OVERN. • • 39 2 SNUBBER SNUBBER IWALLMON SCREWS X 1/2'PH SMS 1/41 MAX • • • ° B,v.R=9 P•tw �1 1 Y F' 1 7 SHIM •• ••• • °,,e A Rerleed b w :tD16 FBC 8801 N.W. 9T. 12 S.M.S.X 1 1/4"L :.5>�e &NL•awot•ia Rmitlen to•tenet 8 s 8 at 7 11EW.EY, 33188 •'4;. ,,:?.t' ELEV.F'Ct SPACING -5 A+, PH Ne.(3W)�8-9880 s'��'''•.t i a• • ••• • i• • •- C.Rolmd b w 2014 HRC MANOPIB497 M SP 8WU r"WW Wt WMW AND allM BMW :1 • • • • • • • i.^ amw tYoao v n em,, ,tea p +>nw .a wen ay�w.a a 49 B ' _t.WlXW •• • • • • • •• -' °ice'�'" N.HMO x/08 Series: 3200 Outswing Impact Casement Window wsTa� �:J • •• • • •. • it,:: ••• • • • • •,• •.,v> '�d01d"• N.SRAZO Ow. /Ia BILL OF MATERIALS LIST AND DSPAUS ALTERNATE ANCHORING AT SnL MULON ATTACHMENT DETA LUGO DATE _ ,y , ,. ,,.�., c P.oaante t » M Mw _0601 + a r • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • s 1s [NAT)tJ GLASS COMPoslTtorl - PS A FrameVWndowsdi+ t 1" an ° "� Dseue j 2 3200 Cnenient V&Wow t118s9Tyj*A GIM Type"8 Glaw ype"C" 018 Type"W t118"TYP"r I Ire aNNEmeD GASB 13 C;onf aumdon:"X" 6J78"Anr98kdtiass 5R6"H8.Gh=-WB 6N8"H,S.tBses- 7118"AMa81e Ohm 11H8"PnWl9dQM 2 0090'PVS INTERLAYER HOW Andun + 4 -.,�,� S"��PV a E"tftn B by MOMMWWAI co Q3/0 Cate P Qn Head/SM Jamb - Pst -psf - - - 3 I/8'ANNEALED GLASS 7TE 12 19.125 25 2 2 59.0 69.0 70.0 820 70.0 820 70.0 73.0 70.0 730 13 19.125 38.375 2 3' 69.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 730 8 18 LAMI[QA D GLASS COMPOSPI4 -TYPS 14 19.125 60.626 2 4 69.0 69.0 70.0 820 70.0 820 70.0 73.0 70.0 730 rasa DBBCRWrlolt DRUG 15 19.125 63 2 b 69.0 59.0 70.0 820 70.0 820 70.0 7&0 70.0 73.0 (a 16 19.125 74.26 2 6 89.0 no 70.0 820 70.0 82.0 70.0 73.0 70.0 Tao I Ire'NEAT-STREO•d11ENED GLASS GLA 2 Q.am'PV9 WER.AYER 6/28"Laminated H32 28.5 26 3 2 69.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 Saute.Pus by E"t*n 13w AcoA E +�M=WW4 H33 26.6 38.376 3 3 88.0 6&0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3 Ire'NEAT-STTENED MASS AA H34 26.6 5'4.85 3 4 69.0 �0 70.0 820 70.0 SZO 70.0 73.0 70.0 73.0 e 1 TSD COMPOSITION - t H35 28.5 83 3 5 69.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 730 FK38 23.5 74.26 3 6 89.0 8&0 70.0 W-0 70.0 820 70.0 73.0 70.0 73.0 R= D ° V 22 37 25 3 2 69.0 89.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 I Ire'NEAT-ST ITENED GLASS 23 37 38.375 3 3 59.0 69.0 70.0 820 70.0 820 70.0 730 70.0 73.0 2 x090'INTERLAYER Sentr�aA Inteauyw b4 Dupmt _ 24 37 50825 3 4 �A 880 70.0 820 70.0 820 700 73.0 70.0 730 3 Ire'NEAT-SYRENMMD GLASS 25 37 63 3 5 59.0 89.04 •10.0 620 70.0 820 70.0 73.0 70.0 73 0 26 37 74.28 3 5 69.0 no 70.0 820� 24 24 2 2 69.0 no Tao 6zo 7'0.0 620 70.0 730 70.0 730 2030 24 36 2 3 69.0 Wo 70.0 820 70.0 820 70.0 73.0 70.0 73.0 GLUE COMPOSITION - TYPS D 2040 24 48 2 4 69.0 89.0 70.0 82.0 70.0 620 70.0 73.0 70.0 730 t DescsGrtwt D�� 7/18"Laminated 2050 24 80 2 6 59.0 69.0 70.0 620 70.0 820 70.0 730 70.0 7&0 I 3n6•ANNEALED GLASS a 20M 24 72 2 b no sk0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 _ 2820 30 24 3 2 59.0 69.0 70.0 820 70.0 azo 70.0 73.0 70.0 73.0 2 SaFtex PVD e A:town chentc�co a 1 g 13 40 � 30 38 3 3 69.0 50.0 70.0 82o 70.0 820 70.0 73.0 70.0 73.0 3 ane'ANNEALED LASS pw 2840 30 48 3 4 59.0 59.0 70.0 820 70.0 82.0 70.0 730 70.0 730 f0 2650 30 .80 3 6 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 !i 18 LAMt0tA:1ND IAS COMP08[TION TYFB Q 72 3 8 59.0 59.0 700 820 7Q0 &20 70.0 73.0 700 730 itiaiM 098MV 1t DRM J 32 24 3 2 69.0 59.0 70.0 82o 70.0 8.1.0 70.0 73.0 70.0 730 1 Ire,ANNEALED GLASS 2850 32 38 3 3 68.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 7&0 2 sum'PVs WERLAYER 2840 32 48 3 4 59.0 59.0 70.0 820 70.0 82o 70.0 73.0 70.0 730 savtax Pus by Eastrwn cnenxa ® 14 280 32 6o 3 5 69.0 69.0 70:0 820 70.0 azo 70.0 730 70.0 73.0 3 Ire'ANWALED GLASS /16 26M 32 72 3 5 69.0 no Tao 82.0 70.0 820 70.0 730 70.0 730 4 v4'ROULATED AM SPACE GL ING ITE 3020 38 24 3 2 no 59.0 70.0 jV-0 70.0 820 70.0 73.0 70.0 730 s Ire'AWCALED GLASS *3 11/18"Laminated/Instdated 3030 38 3 3 69.0 89.0 70.0 70.0 820 70.0 73.0 70.0 73 0 3040' 38 48 3 4 69.0 59.0 70.0 740 82o 70.0 7&0 70.0 73.0 LAMINATED GLASS TYPES GLAZING OPTION 3� 36 3 b 69.0 59.0 740 70.0 8'1.0 70.0 730 70.0 73.0 DETAILS 3060 38 72 3 b 59.0 no 70.0 PROAt3Cf RGdISED as casFryoll�YulOI Iha Rtaidn Beiid6rDCorlo �g.L,0 AeeeptAAee Tdo �R2O� • • •• • • • • • Otgi01 • • ]�T ]� •• ••• •• A. x 2010 FDC L J/p/ SO 335 t• _, iY/ V esot N aP1080�DSAT. &Rmwwl aW Revatan b elwat D eT 7 2 C. PN Na.(UrW= C.RWAW to • =14 FDC MANUMTT1 M W QVAf MP AUMW M W OOM AMD OLSV 8001x4 • ••• ,� • '•f orw mann 1144 oNa"v P.aA aa+w"er 4WSW i I==, an a aware"u • • • i •:.• • • i • a; ++ + • • •' + °a e0'`a N.ERM aea /Qs Series: 3200 Outswing Impact Casement Window 00: •i i• ••'-4t• *• 1PnAin4 X.mum =A, BLA3S & IJP CHARTS AND BLAZING DETAINS FOR lI" UNITS got ._ 1,9800-0801 a m+o • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • 0 6 i8 LAMDi M MASS COMPOSITION - TYPE A 12 rest oe erl9R D9TAn 3PIropadCaMMlKtUlAIIdOlN cahaasType-A" Olrr•sType'8" Ga=Typ "V tksType-m amlymm- W ANNEALED MASS D 04W PVD INTERLAYER 13 0Onll 011:"* C' '7Ca Or"O)C' b118- tllase aM8"1i8 GSD-P1B 8f►118p-f�H�S G1aeaSC� 7N8-A1a1r GT�s 11f18-JhDti�dQase DutOUte PVD by MMT or WId01 . .._ �,_. _. + �._. M+) Soft" So11ex PVD by E"t"n Cheakot Co. _-Code._ ___�..._..._._..__..QfQF1eadl>'811 .lamb ._.-___. .._.._-......_..._ . ... 3 V8•ANNEALED GLASS 22 37 25 4 2 70.0 70.0 70.0 73.0 700 820 700 73.0 70.0 73.0 { 23 37 3&315 4 3 70.0 700 70.0 73.0 70.0 82.0 70.0 730 70.0 73.0 Jl PSD GLASS COMPOSITION - S "B"__ 14 51 40 24 37 50.6.25 4 4 70.0 70.0 70.0 73.0 70.0 �A 70.0 730 700 73.0 set D Ap :ig. /i6 37 83 4 4 700 700 70.0 730 700 820 700 730 700 730 t 1/8•HEAT-STRElDINT£NED GLASS - G , TE 32 53125 28 4 2 70,0 70.0 70.0 73.0 70.0 820 70,0 730 70.0 730 2 0.0 1 PVD INTERLAYERJB/19"I,eminated 3i 53.125 36375 4 3 70.0 70.0 70.0 73.0 MO 820 70.0 730 700 730 up"PVD by Eaetnan Cwnkal Co. , 3 VB•BEAT-STWOMNED Gt A$S 34 53125 50625 4 4 70.0 70.0 70.0 710 70.0 820 700. 73.0 70.0 M 48 35 83.125 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 710 70.0 710 5 IB LAMSQATBD GLASS COMPOSITION - TYPS 13 V 022 74 28 6 2 70.0 70.0 70.0 73.0 70.0 820 740 730 70.0 730 TFsu DI TWN MAIL D23 74 25.375 6 3 70.0 70.0 740 730 70.0 820 70.0 730 70.0 730 1 1/81 HEAT-sTRDOffERED GLASS D24 74 fAM 6 4 70.0 70.0 MO 730 700 820 70.0 73.0 740 730 D �•VIT�AY OPb 74 63 6 4 70.0 70.0 70.0 73.0 70.0 820 740 730 740 730 SentryQeas InterWyer by DuPont - 3 1/e'REaT-STaawRTENED GLASS Q9f0' � 25 24 4 2 70.0 70.0 70.0 730 700 820 7DA M 700 730 3030 38 38 4 3 70.0 70.0 70.0 730 700 820 70.0 73.0 70.0 73.0 14 51 3M 38 48 4 4 740 70.0 70.0 730 740 820 700 710 740 73.0 /16 30M 38 80 4 4 70.0 70.0 70.0 73.0 700 820 740 730 740 710 7 1 LAMIl4ATSD OLA88 MPOSITiON - TYPS GLAUNG ITE y 40m 48 24 4 2 70.0 70.0 70.0 730 70.0 82.0 700 730 70.0 730 rrDa 30p yi 7/18-Lamlmt" 4030 48 36 4 3 70.0 70.0 70.0 73.0 70.0 820 740 710 740 730 t 3/tt•AtO3EALED GLASS I CO 4M 48 48 4 4 740 70.0 70.0 730 70.0 87-0 70.0 73.0 700 730 _ x 480 48 6D 4 4 70.0 70.0 70.0 730 70.0 82.0 70.0 730 700 73.0 a MAM Saftex ws�by Entnon;scat to t 8 13 g an 60 24 5 2 70.0 700 700 73.0 70.0 820 700 710 700 730 3 3/l6•ANI3EALED¢Ass 8030 60 38 5 3 70.0 70.0 70.0 730 740 1 820 700 730 70.0 730 am 60 48 5 4 700 70.0 70.0 730 700 820 70:0 73.0 740 710 1 i6 TSD OIr►es COMPOSITION TYPS M 60 80 5 4 700 700 70.0 730 700 820 700 730 70.0 710 „ > IPIION bum em 72 24 6 2 70.0 70.0 ;"0.0 710 Tao azo 70.0 Tao 740 �73Ono 1 I/8•ANNEALED GLASS 8030 72 35 6 3 7xO 7aO 70.0 710 740 b20 70.0 710 70.0 D 0.0f'PVD INTERLAYER - 14 51 HOLO 72 60 6 4 70.0 70.0 70.0 7&0 740 820 700 73.0 700 Sattex PVD by Enstrgn t►maaca 3 IM ANNEALED GLASS - /16 4 1/41 DMLATED AM SPACE GLA ING ITE 5 V8•ANNEALED GLASS 11AW IemlIIated/Ineulattd LAMINATED GLASS TYPES GLAZING Ong DETAILS IAODUCT mI IMM, R,Hsy§tg.Ynr doW- n �atablDr C AccePMneallo rya2! • • •• • • • • • •tso' '" tCaNrca •• ••• • Rid to I • 2010 f80 a• yy188 �.1 MSE 101tY,9Y.SO 8T. &RNMW Ona Rnb%n to Bud 8 8 a of 7dTyTFzygFwwxJmgq. � `t"M Fd 52 5 ' • ••• • `� • • 'r C.RrA W to w 2014 FDC MA N/P/07Da8R OP OSA A7 ILIaDNVM FMVOM AND OUSV 900x8 ! • • • • • Draw cl- T--- 00 e.1-•• • • 1 • "� ' °�"' N.HRM °obSeries: 3200 Outswing Impact Casement Window !!• • • • ': }, Ij: :' A"y"d D° p X20 4 GLIM 81 DP CHAIIM MID OLAMO DSTAHS FOR 'XX-OR-W UMTS Nn416M Ease `, Stdu »o�et Ny - tM-Ot ft."ftmun L4R06-0801 8 e or v • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OFRAME IN-POsT RAIL L-3003 Y VENT� I 12t 8083-78 ALUMINUM t. 4" 4° .� a- to x t t 4• PH./ SMS (DL-3001 FRAME HEAD .082 4" i w VEM ML r L-3001 H. 6083-T8 ALUMINUM III 2280 .__,y12 --_-_....-.- LPL 0L12 tb ANCHOR CLUSTER a t. (HEAD/SILL TYPICAL( war true tTr aAtta .797- 21 797 > 4 5 8 7 8 OST ANCHOR 1) FRAME CORNER DETAIL VENT 1� CORNE(t DETAIL 2t 1.8 ,500 2 3 4 YENT BALI. vRnta:tuPOST FRAME SILL/JAMB 0 1-3004 SEE MULLION APPROVALS FOR D MAX. L- 8063-T6 ALUMINUM MULLIDESIGN LIMMsrzE ITATIONS. 6063-T8 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN 2•= -x•.062 2 ' 1/4'NAx. SHIN .082 0.08 12 S.M.S. X 1 1/4" L EE ELEV. FOR SPACING SILL 2.399 0.M ' t. ALL STEEL IN CONTACT WITH ALUM. TO HE PANTED OR PLATED. 2. METAL STRUCTURES: o.ws FRAME SHEAR PLATE0.340 (STEEL OR ALUM. 1/8" MIN. THICK) 47 L-3007 A) STEEL : Fy - 36 KSI MIN. 6063-75 ALUMINUM 0•120 8) ALUMINUM : 6063-T5 MIN. Y 1.231 1.21 P- 10•X1 t 4' ALUMINUM SNUBBER ONT(METER 3i7 WINDOW FRAME FRAME IMPOST DETAIL ®L-•3014 0.377 6083-T5 ALUMINUM ,METAL•_STRLJCTURP_ArUCHMENT DETAIL SME & SASH CORNER ASSEMBLY DETAILS 10 FRAME SILL ANCHOR CIDP .094 11 ED L-3008 M'QM0y RW0 ft FIXED LITE MOUNTING BRACKET wlh8>aFtoridr oasomp177io@ 8083-T8 ALUMINUM ,970 L--900a twdldiogCod4. 4306.20 0.094 6083-T8 ALUMINUM ZQ ,4a urice No a • • • • • • • • • pppBopComrol 2.794 .478ftW— •• •• ••• • • 4•l�f• WS 12 CLA2ING HEAD 1� GLAZING Bl O CI>�I�DIG�) •• • A Rm to r 20t0 F8C �1 y/pl® �T egpi NMI.so ST. 5/ls°Letxtinats8 11116'insula 7/16•Laminated j'/ O. J .[ 0' MEOLEI L.-3010 or L-7708 =c5 8•Renard and Rabim�to chef a&6 of 7 PH Na'5 Ns8tM L-3011 or LU-133 L-•3009 or L1I-159 ;x':, 8083-T5 ALUMINUM 6083-Ta ALUMINUM 6083-"#`LUMINUld • • • - t«Ra�eea to r 20%FMtuMmAcruaeR 8 � � k 0.80t osst oeta o t • • •• • ,� Wig" N.ERazo °°"mr° Series: 3200 Outswing Impact Casement Window %••• • 't4 N.tam= ft% /14 EXTRUSION CROSS-31=01413, & ASSEMBLY DETAILS ao89 aee9 1 t5 0.896 DA wwkn u..a O sw. pr.mme aa..+w.ct ° 0 "131300-�O1 7 O7 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ay , ,�;� �. •� -�' �� x � ��s � � �f¢,-�� ^r � � ,. �s,�l I SII � ,: • i � � �. a • � t. • � � �. �'sp r��a riff a�r ,ST � "�4�y� � 1 �'f'�' /: �� ! �. H ent (�� q BCS Herne I I.eg to User Registration Hot Topks swunit surcharge ' Slats&Fads I Pubo attons I FBC state I sets SM Map I rinks i Search I H BusmesProduct Approval Profess��l :Public User Regulation rProduct Amoval r4enu>Product or AmA atton search>ADDHOMon List> ApgieMbon Detait FL* FL15426-R1 Application Type Revision Code Version 2010 r+txM `'j Application Status Approved Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived CD �Ckl }a{'fir hTvyfv A �n Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street m Fe¢d ,,b Y Medley,FL 33166 ,w ,t (305)696-8660 Ext 226 tom@lawsonwindows.com ' Authorized Signature Thomas Sotos r m tom@lawsonwindows.com r s k Technical Representative Thomas J Sotos •••• �� • • •••••� 6666•• Address/Phone/Emall Lawson Industries • • • 8501 NW 90th Street •• • 000 • •• Medley,FL 33166 000000 ••i ••••i• (305)696-8660 •••••• • • • H tom@lawson-industries.com •••••• 6666 6666 • • ' 9a •••• •••• 6666• b+ IXr Quality Assurance Representative Joe Thiry •••••• ••• • ••0••• ••00 Address/Phone/Email 8501 NW 90th St 00 ••• 6.0000 Baa" � Medley,FL 33166 •••••• • • �i (305)696-8660 Ext 282 • i • • ••••i• Jthiry@lawsonwindows.com •••••• • • • • • 00 0 000 • • • 6666•• Category Windows •• • Subcategory Casement l a) Fr; Compliance Method Certification Mark or Listing x� � Certification Agency Miami-Dade BCCO-CER E. Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year Yr; ti� `f} 3, TAS 201 1994 a TAS 202 1994 TAS 203 1994 �N ' x Equivalence of Product Standards �� ti Certified By Product Approval Method Method I Option A r Date Submitted 06/13/2013 Date Validated 06/14/2013 Date Pending FBC Approval Date Approved 06/17/2013 r t� a D d v i FL# Nwnbeir or Nam n 4 15426.1 3000 Non-Impact Outswing 3000 Non-Impact Outswing Casement Window-X,XO,OX, f ? Casement Window XX,XOX un-equal lite,XOX equal lite,OX un-equal lite,XO un- ual lite Configurations Limits of Use Certification Agency CertMcate dry ' li x° w Approved for use In HVHZ:Yes FL15426 RI C CAC 13-0328 10.Dddf Approved for use outside HVHZ:Yes QualltV Assurance Contract Expiration Date Impact Resistant:No 06/12/2018 Design Pressure:+70/-100 Installation Instructions t3>Aer.Gass lites wider than 36"shall have two setting FL15426 R1 II 13-0328 10.pddf blocks per FBC 2411.3.3.1 requirements. Verified By:Thomas J.Sotos,P.E.55225 Created by Independentthird Party: No Evaluation Reports �} Created by Independent Third Party: Ar 5426.2 :,, 200 TiIpatt Outswing Casement 3Itr Qutswhtg Gsenlrt Window-X,XO,OX,XX y�,�,,�� 4f Ce =001'lips@ Womb Yens FL 34,E R1 C CAC ],2:M 7�. 21.odt _ s1d d fcatreel for use o 1hlYt s YeS uaft Assursawtor ct itplratla»Cleft x x kiesislsnto is 03/04/2014 �+70/-74 ins Oti>srx FLt,.5426.A1 Verified ft:7honmss3.Sotos,P.E.55 622J►ii•; Cleated by ride dPity:Reports ♦ • x t �'��`.r�i�i �`. 0000•• •• 0000•• 'T �� 0000 0000 • • M 33 r��a��s �t�� 0000 0000 ••••v •••••• ••• • ••i••• rUs::1M North Monroe Street.Tallahassee R-32399,Phone:85Q-4WAM* •• •••••• The State of Ronda Is an AWEO employer.Coovriaht 2007-2010 State of Rloride.:: ::Ag" ria=:: •• Under Florida law,mall addresses are pulmo records.if you do not want your e-mall address reused in response to a public-recor&9 do not • electronic nap to this entity.Instead,contact the by phone or by Vadnional mad.If you have any questions Q»act 850!1187.1395. jr-,,, Section 455.275(1),Florida Statutes,eve October 1,2012,licenseesunder Chapter 455,F.S.nVat rtnhent rVyRmad W• MNIthey have arae.The maps provided may be used for driclal conununication with the licensee However email addresses are public reosr -ffyoudo not wish to . � surly a personal address,please provide the Deparhnent with an arneil address which can be made available to the public.To detenr*W yonftre a licensee natter Chapter 455,F.S.,please dick,t,. Prodact Approhrai Aooepts: securitymtVrMn minimF MIAM10AQE MIAMI--DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11905-SIV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(7"315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.govleconomv Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami-Dade County)and/or the AHI(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. 0000 DESCRIPTION:Series 11SH-7700(Flange Frame)"Aluminum Single Hung Window-LAJ6 0 0 0 0 APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Sinyle Hung lF1'aWl7rame '. Impact Window",sheets 01 through 05 of 05,dated 05/27/09,with revision"B"dot .�l 1/14,prgpared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miatp�Rade Coq*,.ProducJ0•• : Control Revision stamp with the Notice of Acceptance number and Expiration'data.liy the'Wwfi-Dade.... County Product Control Section. 0 0:0 0.. 0000 0000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0 0 0 000 000000 0000.. . • LABELING: Each unit shall bear a permanent label with the manufacturer's pante hr loge, city, stag 000:. series, and following statement: 'Mami-Dade County Product Control Approved", unless odeo=se noted . . 0 . herein. •• • • ••• •000.• • 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and evidence pages E-I,En-2 and E--3, i as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0908.10 Expiration Date: December 27,2016 ' Approval Date: November 06,2014 �to '641 Pagel . Lawson Industries,Inc: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sub»:itted ttider pervious NOA No. 09-0706.09) 2. Drawing No. L77004901, titled "Series--7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated "B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J.Sotos,P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 3) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung fin window,prepared by Hurricane Engineering&Testing,Inc.,all Test Reports No.'s HETI49 2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F.Font,P.E. (Subtttitted under perpious NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 •••••• 2) Cyclic Wind Pressure Loading per FBC,71.S20--94 •••• ••••;• 3) Uniform Static Air Pressure Test,LoadingXer•F13C TAS'910?94••• • along with marked-up drawings and installation diagram of VA#bvwnum sive hung • fin window,prepared by Hurricane Engineering&Testing,Inpr,•91Test RePeits No.V•'•: HET148-2003 C,BET148-2004 A,HETI-08-2060 A,HLYrM82068•21, ••�••• HETI48-2061 A,HET148-2061 B,HETI 08-2062 A,HE17-.V&-209212 � ��• HETI98-2063A,HETI-08 2063B,HET148-2064A and IETI4. 8-2064.B, •• dated 03/15/08,signed and sealed by Candido F.Font,P.E. : ' : . . *Soo:* •••••• (Subtttitted under NOA No. 08-0825.17) • 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94!• .' :': • 2) Uniform Static Air Pressure Test,Loading per FBC TASr 262-94 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Liis Antonio Figueredo,P.E. (Submitted under previous NOA No. 01-1009.01) Jaime D.G-scon,P.E. Product Control Section Supervisor NOA No.14-090&10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex 11P Composite Glas;InterlIE47 with PET Core"dated 06/19/14,expiring on 12/11/18. •..• ... ...... .. ...... F. STATEMENTS 1. Statement letter of conformance to and complying with FBC:j::Editign.12014): issued by manufacturer,dated 09/02/14,signed and sealed by Tj�J. SQtw,P.E. ..;..• 2. Department of State Certification of LAWSON INDUSTRIES;DM, as a fof;rrofil.•••;• corporation, active and organized under the laws of the �*ate•,*f Florida, dated '. 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010,tgt-0025/a2d.rigne4••••: and sealed by Thomas J.Sotos,P.E. ' ' (Submitted under previous NOA No.12-012Z16) 4. Statement letter of no financial interest,dated 05/28/09, signed and sealed by Thomas , J. Sotos,P.E. (Submitted under previous NOA No.11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code,notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 1-1-0705.09) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0909.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports.No.'s HETI 09 2530 A and HETI-09-2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 09-0706.09) . 7. Laboratory compliance letter for all Test Reports No.'s HETI-082003 C, HETI-08-2004 A,HETI-08-2060 A,HETI-08-2060 B,HETI-08-2061 A, HETI-08-2061 B,HETI-08-2062 A, HETI-08-2062 B,HETI-082063A, HETI-08-2063B,HETI---08-2064A and HETI-08 2064B,issued by Hurricane Engineering&Testing,Inc.,dated 03/15/08,signed and sealed by Candido F.Font, P.E. (Subinitted rider previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and YM-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under previous NOA No. 01-0406.08) 0000 . . ..00 0000.0 .. . ... . 0 G. OTHERS 0000.. .. 000000 1. Notice of Acceptance No. 124127.1.6, issued to Lawson IrKhAiies, Inc. for their 0 4 0 4, Series "SH-7700 (Flange Frame) Aluminum Single Hung'W adow4'411M.I.` 40 approved on 03/29/12 and expiring on 12/27/16. 44: 046 4:0 0000.. ... . 0 0000. 0 0 04 00 00 0000.. .00.04 000 . . . . .0004. 0000.. 4 . .. 0000 .0000. . . Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E-3 48' 53JES' S3.IES' B(STALLATWX ANCHM W=GW FLANGE FRAME WIDTH WWOW FLANGE FRAME WIDTH INSTALI.ATIG(ARCHDRS4 WINDOW FLANGE FRAME WIDTH Vj W 4 MAX.AT HEAD D�TAILAIMM ANCHmt9 W 4 MAX.AT FRAME FEAR Iw' i Wm FFRAMEJA�QST 9a1 A 'i aw L ac i` 0)MNE ME NINE PEARL F�SILL A� (0 FRAME SLEET D4> A N&3/4 i' b. $ <E Gm FRAME JAMBS(SEE SLEET 041 6• , $ Q 6.LUX.-TLP.9 6• 6 �ItNERS _— �,p y sg ALL CMM)\ 10 1,04- NEETDA RAus t ! o D b t16 1_✓�: e D �� : ci D z B , 0 Ido.. .LO. Q !2 M D 0.4 S t „ , s • TnEi.fig ? s to 6'9 71w M"BELOW 6'� NEE INX f �1 C EXT.6 INT.FALSE CffiOiNIAL C EXT.&INT.FALSE CtA[BNIAL47.000' �' WWT/SILICONE Y .12S' IGRITINS ARE APPLIED Y/ Y/slut AND ARE WINDOWBUG(WIDTH LIIRODV BIEK WIDTH AVAILABLE AS iB�TIDNA,.. VDiDOW HUC,(WIDTH AVAI AIR.E AS OPTIDNAI- 48 a 78" EQUAL LITE ELEVATION UN-EQUAL I= RADIUS ELEVATION UN-EQUAL LITE ELEVATION •INCLUDES UN-EQUAL LITE AND RADIUS READ (LIMITED TO LOADS ON»T 4 OF 8) (LIMITED TO LOADS ON SLEET 4 OF 8) I General Notes, OHM TO WAN ON SLIEST 4 OF 6) SERIES--7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME 1.) THIS WINDOW SYSTRM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 83 tBs' OF THE 8014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE t"TALLATIUM AMCHMB vwDw FLANGE FRAME WIDTH VELOCrrY (HVHZ)AND ASTM 1800-02. THIS PRODUCT 19 IMPACT RESISTANT. W 4 MAX.ATM HEAD (8HIP1TER9 NOT REQUIRED) PER ((m FFRAME mm am SHEET 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 90 THAT THE BUILDING o a RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 B.B.C. &TO BE REVIEWED BY BUILDING OFFICIAL, RNf.R 5.}ANCHORS SHOWN ABOVE ARE AS PER TEST UMM ANCHORS ON AIS.WINDOW 912$8 0.WM Vs s ARE NOT TO MWERD THESE MAXIMUM SPACINGS ON CENTER (OC) AND AS TABULATED m 48 11 ON SHEET 4. • // I 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE R 8 ur =cc__ MGMEM ON A WE SPECIFIC TO REVIEWED BULLPEN OFFICIAL MS, UNDER SEPARATE APPROVAL AND ; tt 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE BLEST g5), AND FOR USE WITH DOUBLE GLAZE f AT LAMINATED INSULATED GLASS TYPES TABULATED HERRIN (SEE SHEET #8). 8.) SEE SHUT 8 FOR LACK DETAILS &OPTIONS. 7.) SEE MEET 4 FOR DESIGN PRESSURES AND MASS TYPES. 29 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 5. ••• ••: : • ' • -e-: JE ✓' ! aptttttttttp Ur &INT FAI A ARE OPTIONAL&AND ARE APPLIED W/SILICONE 10.) WOOD BUCKS 1N CONTACT� g WITHH CONCRETE MUST BE PRESSURE TREATED An ANCRORED •• •i • (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET#2 FOR DETAIL& NOTES) • • • • • • • D Afl•,. •E': �e WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, •• ••• •• • • • (((II RffVISSD O O a SECTION oompiy LvBk,lm NI•ide MAX. I� il.) APPROVAL APPLIES TO SINGLE UNITS OR SLID BY SIDE MULLED UN1T8 o0atmmwNo 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED• 9#0 • • • • WINDOWS USING A MUM-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTALE• �T•4 INT.FABSEtCMA*aAL • C' TINS ARE WPI.W.D V/ • `�"`' 4, BUT RRB LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL �' Y �E� aBJBs• ➢ F '•., qa9,� TO THE ENTIRE MULLED SYSTEM. • a¢/�OP gDNA►• • •• • i t✓aamFv BIXx(vIDTI, Ata ant 5 '!s' °(h 18. SEE SREET # 8 FOR MULLdON/METAL ATTACHMENT DETAILS &OPTIONS. •• • ••• • ••• •EQUAL LITE ELEVATION /rrar` L` 14.;ALL METAL/STEBI.IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO Bl PAINTED OR PLATER AND SHALL MEET SECTION 2005 8 4 OF THE$014 FLORIDA BLDG. CODE. (LIMITED TO LOADS ON S[iEET 4 OB 8) Ca • • • • • • • • • • • •• •• ••• • •• 00 1/4' TAPCIIN W/ 1 1/4' 014 SMS.W 1 1/4' MIN. EMBEDMENT INTO COON ALL WOOD DUCKS ENGINEERED SEPARATELY MIN.EMBEDMENT INTO WOOD. -LAW*TED MASS PT.WOOD SUCKS E C' TO BE REVIEWED BY BLDG.OFFICIAL(TYP.) (SEE ELEVATION AT SHEET#I (SEE ELEVATI13N AT SHEET Ai 4 4 FOR MAX FASTENER SPACING) FOR MAX FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. MOST SUSTAIN IMPOSED LOADS SILICONE AZIESIVE 1 1/8,MIN. BEDDING COMPOUND TAPC13N W 1 1/4' co 1 0 7 EMBEDMENT INTO COND. 41 4, ELEVATION AT SHEET 01 41 ►Vil R7 MAX FASTENER SPACM 4.- Oil z9! F 1 4-MIN A BE 9 sm o I t/w MOL EXT 't EDGE DISTANCE PERM 16 9 nD SH WAINE ADHESIVE EXTERIOR EXr,OWE A BEDDING cmamm EXTERIOR PERIMETER CAULKING LAMINATED GLASS WINDOW FRAME VIDT#i-- 11 MIN. 014 S.M.S.W/1 1/4' p MIN. MIN.EMBEDMENT INTO WOOD. WINDOW INSTALLATION NOM INTERIOR (SEE ELEVATION AT MT Ot Ci FDR NAX FASTENER SPACING) L THE WINDOW FRAME FLAMM T13 BE BACK-BEDDED W/AN EXT. 'R'AEW /— GRADE CII= THROLOCUT THE ENTIRE PERIMETER OF FLANGE EXTERIOR E)".GRADE EXT. GRADE BY WINDOW INSTALLER(TYP.) CAULK CAULK THE EXPOSE EXT.PERIMETER OF THE WINDOW FRAME TO I MIN. BE SEALED EXPOSED AN APPROVED EXTERIOR GRADE CAULK By OTHERS (TYP.) 1\0 EXT.OWE CD 5 •WIJEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1/8'.SHIMS ARE NOT REQUOIED, ANC3 NOTE: 17 ANCHORS M BE #12 SMS OR WD. SCREWS INTO WOOD, 13R 1/41 TAPICONS or APPROVED a= FASTENERS INTO GONG, WITH A MINIMUM OF 1 1/41 PENETRATION INTO WOOD OR 19 CONC.(REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) o 0 t4 � � 4 EXTERIOR GRADE 2 • : PERIMETER CAULKING ...... 2 4'14 . . jx .......... MISBD . t UCT A A wuh q F .A, 4.- 4`4, 4. EXT.OWE V CAULK c• utt von !'BY tnt*e BY 000 go* 0 WOOD BUCK 0:0 • V 0:0 • 0 • :0 . • 8 014 SMS.V/1 1/4' MK EMBEDMENT Wom 4 1 T (SEE EL.E TAY IM AT(SHEET Ol 6 i FOR NAX.FASTENER SPACING) INTERIOR 6 6 AMC ISMICEINE ]N7EMUrR rum Mtho L' 699 NUT BY LAWSUM OG➢IfSTR1ES, SCWNEE-MINIE'HEAD STai ------------------------------ thy TREMCU SPECTRIN a i•• :..*.e3t...,:.dY. `•'•if'` ^ 1 N 0.890' .k...___ EXT.GRADE BACK Orm"NFRAME FLAIM a'• 25 'Z� ow-MING DEPTH +. WI DE APPLIED DOM 5 LAMINATED CLASS COMPOSIMM -TYPIC 2 ex ex UWALLER(Tv NNN222iii!!! iTD91 GLASS DI TIMI 40 1 41M DSD AXNEALE •.AEs � Z GM •3 ANREALES tlmmsmBARRVE �.Z. LOCK (LATCH AND SWEEP) OPTIONS 1/4' 1. BOTH EXTRUDED ALUMINUM AND PLASTIC UFT HANDLE 04 SON TYPE 8 LOCKS An QUALIFIED FOR USE ON ALL WINDOWS. rTmc aA88 D8916 TAim1ATTt ` 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED I Ire'AMMALED GLASS _ »+ FOR USE ON ALL WINDOWS. a a 0-0 Pumis SDITRf P—Ija 6696'PLASM UNTEALAVER �Rn EXTERIOR $. TWO (2) IACKS ARE REQUIRED PER EACH VENT. 3 L6'ANNEALED GLASS Asa• EXU.GRADE PERIMETER WIiG CAU. NUT BY y LUMAM GLASS N- 4N'TI'P APA sofmm 8 19'®t GILUM ummolm SDTLO. LAMINATE BBBCRmnm 60 1 L••ANNEALED GLASS STUCCO OVER METAL LATH NALn To O amm'PLASTIC NIEt0.AYER SUUaaTE or m m BE SP �Tt �Ga 66aaa�t. 3 Ire•AOCALED GLASS Ttii1' , G rum BY nm NOUBTNCJAMINATiO DWOOD FRAIL: LNSTAi IADON DEET mp 6 ISfa11 Gum T[011 amLtTt4PAPATD ALIIMDNUM!LD-LION 1 V8'HEAT-STROKINTENED GLASS SEE MULIL APPROVALS FOR 0 tP X 3/4'SDS. SEE MULLION APPROVALS FOR e *990'PLASTIC NUEALAYER MUWON TYPE SfLE AMID MAX. MULLXN Alspin ANO MAX. FLAT HEA/.P&U. 3 LB'NEAT-STRENGHTLTdD GLA38 _ a0i• DESIGN PRESSURE LIMITATIONS. (SEE ELEVATION AND DESMON PRESSURE UMATWNS. (ALUM.0.078'MN.THICK) DP TABLES FDR QUANTITY INTERIOR NOTE:THE LOWER PRESSURES OF SINGLE 7i NOTE:THE(OWER PRESSURES OF SDHLE AND FASTENER SPACING) 1/4'MAIL HUNG WINDOW OR MULL SHALL GOVERN ## �� T T HUNG WINDOW OR MULL SHALL WARN SMIM ��22INTERIOR .3= E EL FOR ISP"le L a 'Suss GPTMW. mV CORNING SS9 r r SCHM-NOMEREAD 5731 4 0.600 TFIEKCO SPECTRIN a NOTE: q CLAM DEPTH 1.ALL STEEL N CONTACT WITH 8 9 ALUM.TO BE PANTED OR PLATED. 2.METAL STRUCTURES: IRKNOMTMED GLASS 0"LL - STEEL:Fy sG HSI MN. im T+Tmums (STEM M Ri z m 1 LoW HEAT-3TREGITEMED MASS _ l M 68)ALMMIM:W63-TSS MN.O.O487 d d PERIMETER ®Ynrw FRAME THICK) s o�oeo'PLASTIC NTeRLAvta � as• BUTACITE PVB EXTERIOR (ALUM.0.076'MN. a Im HEAT-3TRPJWNENED GLASS `41• �"' T' EXTERMR GRADE @ SEALANT PRIOR 4 V4'INSULAM AM S L6'ANNEALED GLASS asGO,-•j1„ PERD(ETG�CAS. i • • • • • •• ttiq Gh° i M AL• RTRUCZM— ATTACHMENT DETAT� t 4c a� °4i°a • DISULATEMB MASS COMPOSITION •• . }�✓ c1 ..•• TYPE 7 • • • • .;'i't ••• •• • • •• VEIL GLASS TNia s.� C O 1 L6•ANNEALED GLASS - PRODUCTRSVISID e *090'PLASTIC NTEILATER ® L4• sAFm PVB agDTnPI trOLtbe Flmfda � v^ a LB'ANNEALED MASS "{� DY'-amurw • 000 • • • tr r`A. 4 L4'SIMULATED AIR SPACE �. • f • • • • • • • ARtaSR0T10 '�. {'�•• � w= 8 ire'ANNEALED MASS • • • • • f • • .•,:.; ••• • ••• • ••• • NS;;F81t«tt GLAZING DETAILS AND OPTIONS a • •• •• 000 • •• •• »sorl�m 4 80 v oma um—OU4.1 c �a�r wmoa w� 0 +war 5,,, Q cot,Z QS smoadO xour WLMOD v 'S SD d XOOMN ° ,M °S°� N ve ams +°°LL` U S 4 �_ azsus'x ErrBrEmo� y''W'd d0 83v Stl000 SSM aMV SAOaArM l9!/AMMW Alff l!$dO VS9=VAakTM 21; 0999-9$9 (Sm) -N m 99 t££ vandam 'A39031aT Oa!vtaZ • w 8 .r c5�'•.3 zs �"� •".e"• 1S 06 'M'N t058 1 �L S Oe!Oras • Ea v 'r�t�1 m.owr.Aar+�w OYt`u swm-f 99899929 9 99989999999999999 999999-r-: 90 --R-ccg g ig 0- o00000000 v �1 99 O O O O O p O O b O O O O O O O O O O O O O O O O O O O O O O ` �E•$gg$g$ $$g$$$$g$,$$ g$$$ $$$$ 9$ ' ga n ll A �O pO pO OO pO pO pO pO pO pO pO pO pO pO pO pO O pP pO pO pO OO oO pO O oO pO pO O O 099999299989 x$$$999999 , 9999 1 199 • p n a 9999 pQp � � oO pO . � pO pQop000ppoppOOOOO 9 999 9 9 9998 � ✓�� O aO pOO pOp QO pO pO Opp oO pOo pO pO oO oO pO pO pOp ppO Ap pPp pOp OO pO pp pO pO poO pO pO pOo Op pO OpO Oo Od AOA pO pO pO O O QqQ WM g$000DED EDOOD W ED ID OD iEDEDmO EDOmOD IDED EDEDOEDED W EDED W OD$n EDEDEDog C N OOOOpOOppO O O OpO O O p OO OOO pO OppO OpO pb 003 QO dOOp pO OOOOOOP ppppppppOO O p n Q • ~ 6666•• 1• £•.¢ a} V' ED m m co O • • \� • ••• 6666•• w b w w pg9 9A9199g;g:g$ nnnnnn 6666•• y�=. 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Comments Archived CD Product Manufacturer Lawson Industries Address/Phone/Ematl 8501 NW 90th Street Medley,FL 33166 (305)696-8660 Fact 226 ytom@lawsonwindows.com Authorized Signature Thomas Sotos ,{ tomOlawsonwindows.com Technical Representative Thomas J Sotos . • •••• •••• • Lawson Industries ••0• 0 0::00 •• • Address/Phone/EmaU • 8501 NW 90th Street •00000 ••i ••••i• Medley,FL 33166 • • (305)696-8660 •••••• • 0•••••• tomOlawson-indust ies.com 000* •0••• • • 0••••� 0000 0000• ?�z��s � 0000•• N• • 0000• r F Quality Assurance Representative Joe Thiry 0••••• • • •• 00.000 Address/Phone/Email 8501 NW 90th St •• U. Medley,FL 33166 �••�•� • ••0•:• { 0 0(305)696-8660 Ext 282 • • 0.0• p s r jtihiry0lawsonwindows.com • • • • • 0000•• vii p h�'`'�� 0000 i • ••• • • Category Windows 3- F Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL $ J Referenced Standard and Year(of Standard) UanftrdYear TAS 201 1994 TAS 202 1994 TAS 203 1994 xT ' Equivalence of Product Standards Certified By % 3 . i as aY, Product Approval Method Method 1 Option A F tic ri Date Submitted 10/24/2013 Date Validated 10/24/2013 Date Pending FBC Approval "m Date Approved 10/25/2013 5�g FA� r7 `Yj j Izl.# * ber or Name DOSOlothn 3 r' 15412.1 17500 Non-Impact Flange Frame 7500 Non-Impact Flange Frame Single Hung Window in le Hung Window Limits of Use Certification Agenev Certificate j Approved for use in HVHZ:Yes FL15412 Ri C CAC 12-0127-14.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2015 Design Pressure:+70/-100 Installation Instructions r Other. FL15412 Rl II 12-0127-14.odf Verified By:Thomas J.Sotos,P.E.55225 Created by Independent Third Party: No EYaluation Reports ' Created by Independent Third Party: � q � 1541262 Non-Impact fin Frame SMgle, Nan-Impact lei me Shoe Hung Widow of Use Wim ak kApproved!or used►#i1tHs YesAgemWfairtilicate - - f r {� d for as@t�"VIM Yes Qbaft Assurance C i t�Q 01/0'7/2015 E �rPrarmure:'#7 00 $! - x -01 *, lsdf Ttlwt 3.�;A. .55225 � x�� k t a�h��h cif ` �PBrty:NC • � ••�• • ,1 1A�dV Reports . • ••moi t r' 15412.3 7700 Im , pact,Flange Frame Single 7700 Impact,Flange Frame•JwA Wung Windows• •••• • lHung Window • • • s Limits of Use Certiflcatlon Agency c.�,,rtnc� •••• • i hn Approved for use in HVHZ:Yes FL15412 R1 C CAC 12_-OL2yM& • • Approved for use outside HVHZ,.Yes Quality Assurance Contract E nation D OT• *0:000 fi b Impact Resistant:Yes 12/27/2016 •••••• ••• • 0091.• • Insuctions Design Pressure:+80/-80 Installation Other:Gass cites wider than 36"shall have two setting FL15412 RI II 12-0127-1f�• • blocks per FBC 2411.3.3.1 requirements. Verified By:Thomas J.Sots-;P.ic.15225 • Created by Independent Thlfd Parti No i•••i• ••• •• Evaluation Reports • • • :*04•: r p r Created b Ind ft Independent Th Qin - • 000 • • M 1, 15412.4 7810 rtpa�,� `Frame SMgle X800 Impact,F�Frame le�P "`+• Window ' Lhnitra Ouse, IrAgertriCelf Appxsgl�Y�ly�.�l'Wit"]ylp�i HV��HM Yees.�� aS41?R� C�� ?i'I1909a�4.Ddf -li{>utside(sum-Yes 'J�} ) /�Assurance�9011MV00111 no" Int iF� '�J�.F002019 Design Preow"+601-W Ittstrtltrtlolls9 � x k > Otiler3 t Noes iitNdew't#�tt 36-shallha�iwo'setting t`j,t 12 RI II 13 0909 14 ddf loth par FBC 24A S. '1 requirerne Verified BY:Thomas J.�,P.la.552x5 Cry by IndependeftkItw itN> l Palmy;No Y crk 4, Contact Us::L%!North Monroe Striset.Taitalmssee FL 32399 Phone:854487-1824 y t+ The SfatB of Florida Is an AA/EEO employer.CArnriaht 2007-2013 State of Florida.::PrivacyAcceseffAfty Staterment::Refurd Uri Florida law,a nad addresses are public records.If you do not want your e-rraq address reed m to a records response public- request do I10t serd z v wank rad to this entity.Instead,contact the office by Phone or by traditional nap.If you have any tom,please 850.487.1395.'"Pursuant to Solan 455.275(1).Florida .effective October 1,2012,H kerued under Cha 455,F.S.must provide the Department with an eme9 address K a they have ane.The en aft provided may be used for official cornnumicatbon with the Ncensee.Hager email addresses are public record.If you do not wish to ` supply a personal address,please provide the Department with an enhall address which can be made available to the public.To deter"dne If you are a 11amsee n under Cimpter 455,F.S.,please dick jig. Product App-%qd Accepts: dot s t M IAM I•DADE ML&MI--DADS COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(796)315-2599 NOTICE OF ACCEPTANCE (NOA} www mlamlaaae.eov/economx Lawson Industries,Inc. 8501 NW 90-Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"HS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.L APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS--8700 Ilorizgntal RerliX•Flange....• Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision"B",•4afect 08/11l1 J,prepared .. by manufacturer,and signed and sealed by Thomas J.Sotos,P.E.,bearing the Miaafi.•Dade Count!(.ProduQ4..:. Control Revision stamp with the Notice of Acceptance number and Expiration•dat6lby the Miemi-Dade • ....•. County Product Control Section. •••• ••.• • • MISSILE IMPACT RATING:Large and Small Missile Impact.Resistant •••. .... .• ••• ...... ... . ..... LABELING: Each unit shall bear a permanent label with the manufacturer's anti&or logo, cit;, state,••. • series, and following statement: "Miami-Dade County Product Control Approved",'VJpss otherveise noted •• herein. •••••• RENEWAL of this NOA shall be considered after a renewal application has belt filed and thprq JVs beeV••• 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 MiamiDade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page i and evidence pages E-1,E-2 and E•-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.244 tg1AMaDAD'C� Expiration Date: April 11,2017 t� fE4 Approval Date: November 13,.2014 Page I s • Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted tinder previous NOA No. 11-0 705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked--up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10 3051,dated 03/23/11,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TA$2X--94 along with marked-up drawings and installation diagam. of g. imens..... of an aluminum horizontal sliding window, XOX (1IA2, 14•gr4l 1/3, •; 1/3, 1/3) configuration, prepared by Hurricane Engineerin4'97esting, life, Ter" Reports No.'s HETI-10-3047, HETI=10 3053, HETI-1gOy, HE1j;,P--313j,•••: HETI-10-3223 and HET-10-32259 dated 03/23/11, signed and.sdled b�.Qwtlido E..... Font,P.E. (Submitted under prep must 9th No. 11g7V5.14)• ••• 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201.94 •" "' 2) Cyclic Wind Pressure Loading per FBC,TJ§14 94 ••••; along with marked up drawings and installation diagram of an aluminuMlldfiizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) Owr; iguratiQn,;ptepareW o•0 by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI Ifi 3048, HETI--10-30491, dated 11/09/10, HETI 1Q 3050, HETI-10-3052B, HETI 10 3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda; P.-B. (Submitted under previous NOA No. 11-0705.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-090.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnis=D) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202--94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration, prepared by Hurricane Engineering 8t Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08 2037, HETI-08-2038, HETI-08-2116A and HETI-08 2116B, dated 02/28/08, signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 09--4706.05) 6. 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 24113.2.1,TAS202 94 .""• . . .... ...... along with marked—up drawings and installation diagram•o *•8:speci;;;, of an •• aluminum horizontal sliding window, XO configuration, prepased by Fene$tratio&..:. Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTi �h' 98 and FTL-3364,,,,: dated 12/06/01, 12/11/01 and 01/28/02, all signed and seat fid.by 164��*Antonfo**so* ' Figueredo,P.E. (Submitted under.t m No.X12-O;U7.05).:..' . . . . .. .. .. ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis,*com�•lyingt.wiA�► FBC, prepared by Lawson Industries,Inc.,dated 05/28/09,revised;V.8To 0 Zdup&ted air•••: 01/25/12,signed and sealed by Thomas J. Sotos,P.E. .• • (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/1�1/113,expiring on 12/11/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-090&14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(coN pwm) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J.Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted tinder previous NOA No.12-0127.08) 4. Statement letter of no financial interest,dated 05/20/10, signed and scaled by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-012 7.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-30499 HETI 10 30491, HETI-10--3050, HETI-10-3051, HETI 10 3052B, HETI-10-3053, HETI-10-3056t RETI 10-3057, B ETI+10 3130, HETI-10-3131, HETI10 3223, RETI-10 3224, HET-103225 and-MTI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., J4gd•t 1109IX83123IN•;�• and 04/25/11,signed and sealed by Candido F.Font,P.E. 000:60 •.: ....:. (Subinitted underprevious NOA No. 11-0705.10) •••••• • 0000.. 6. Laboratory compliance letter for Test Report No. HETI 110.3251,,"i Sued b&• •' Hurricane Engineering &Testing, Inc., dated 04/25/11, signeA nA sealeA by�i afag1;•,• E. Droz-Sena,P.E. (Submitted utrderprevious40ANo. 11-4*110)••• • 7. Laboratory compliance letter for Test Reports No.'s HEW-20t2033, IETI-08-- •. 2034, HETI--08--2035, HETI-08-2036, HETI-08-2037, $ETI!-08-2138;HETI`••• 08-2116A and HETI-08=-2116B, issued by Hurricane Engitrrit% & Trsligg, Inc:,-•• dated 01/15/08 through 02/28/08,all signed and sealed by Candido F,FoA1901 (Subinitted underprevious NOA No. 09-0706.OS) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTI -3098 and FTI --3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P.E. t (Stibinitted under previous NDA No. 02-0227.OS) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS--8700 (Flange-Frame) Aluminum Horizontal gliding Window - LM:I.", approved on 03/29/12 and expiring on 04/11/17. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-090&14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-3 A 1 A Al General Notes: c 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ)AND ASTM 1300-02. THIS PRODUCT m y IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) /•/ /// \\\ \\ 2.) WOOD BUCKS SHALL.BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIIiEM0TT3 -.4 f3 E OF 2014 F.B.C. &TO BE REVIEWED BY BUILDING OFFICIAL.. E \' 0 \�' C 3.)ANCHORS SHOWN ON SIIEICT 2 OF 10 ARE AS PER TEST UNITS, ANCHORS ON t� ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAIUMUM SPACINGS ON CENTER W z (O.C.), AND AS TABULATED ON SHEETS 8, 7, or S. z $ 8 81 8 81 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND " TO.BE REVIEWED BY BUILDING OFFICIAL. NOTE: �Q 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES cti i)RSI TO SHEET 2 OF l0 FOR INSTALLATION ANCHOR DETAILS AND NOT83 TABULATED HEREIN (SEE SHELTs J8, 7, or 8). AND FOR USE WITH DOUBLE GLAZE 21 FOR VERTICAL CROSS-SECTION DETAILS A,Al.B.&B1'REM TO SHEET @s LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SES BHEETe g8, 7 or 8). S FOR HOSMONTAL CROS-SECTION DETAILS"C,D.&E'R61ER TO SHEET 04 8.)WINDOWS WITH GLASS TYPES A C. OR G'INSTALLED ABOVE SIH+T. 4)RRFRR TO SHEET 8 OF 10 FOR DEMN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL ES TEMPERED. A Al 7.) SES SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. �. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON 'XO or Or WINDOWS. a O 10.) SITE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE 'XOr WINDOWS. a EW3 11.) ESE SHEET 8 FOR DESIGN PRESSURES ON UNEQUAL LITE SOX'WINDOWS. otsz 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET$ 3, 4, or 9. 13.) EXT.&INT.FALSE COLONIAL MUNIYNS ANSI OPTIONAL&AND ARE APPLIES W/SILICONE q E\\ D E 14.) WOOD DUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHOF,D R .� m (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 08. 4 &8 FOR DETAILS &NOTES) WOOD BUCKS TO LE ANCHORED IN COMPLIANCE WITH THE 2014 FRO CHAPTER B Bi24 SECTION 11.9.3.9. M)APPROVAL APPLIES TO SINOLE UNITS OR BIDE BY SIDE MULLED UNITS. 41 18.)SSE aHEST 0 8 FOR MULLON/METAL ATTACHMENT DETAILS, NOTES& OPTIONS. 17.)MULLING HORMONTAL ELIDING WINDOWS WITH ETHER TYPES OF MIAMI–DADE COUNTY APPROVED al Lite (1/3–la-1/3) WINDOWS USING A MNMI–DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT E NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE i W" TO SHEET B OF 10 FOR INSTALLATION ANCHOR DETAUS AND NOTE& ffiiTTRE MULLED SYSTEM. N 2�FOR VERTICAL CROSS–SECTION DETAILS-A.At,S,&BI-REM TO SHEET 8'3 18.)ALL,METAL/STEEL.IN CONTACT WITH ALU7MM M OR OTHER DISSIMILAR MATHER TO BE 3 FOR HORIZONTAL CROSS–SECTION DETAILS-D.&E-REFER TO SHEET#8 PAINTED OR PLATED AND SHALL MEET SECTION 2003.$A OF THE 2014 FLORIDA BLDG. CODE. 4 REFER TO SHEET 8 OF 10 FOR DESION LOAD CHARTS AND NOTES. A 1 h h 0. B 1 •• •i ••i i i i•i •• ip*ttlt�Lat".00 00* 00 og� • • • • • • • • • ej . !Vi v XO$, - (7n-.E4ual Lite (L/4-1/2-1/4) sS� 8 N DEFER TO SKEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTIdB • ••• • • • • PIt01rilCTRBVISBD w TM FOR VERTICAL.CRASS–SECTION DETAILS A.Al.B.&01'REFER TO SHEET 4P• • • • • • • • —ply l�wNtAOmPtalda t-. - B}FOR HORIZONTAL CR08S-8SCMIDI DETAILS'D,&E'REFER TO SHEET jB • • • • • • • • CCaaB�a 4) REFER TO SHEET 7 OF 10 FOR DESION LOAD CHARTS AND NOTES. •• • • • • • • • • • p�nl�aLNp ' SERIES--8700 HORIZONTAL,_SLIDING IMPACT A*D4 :•• ••• :•• ••• t D �-�� '•.'�,'�''; 'p�� ,'' APPROVED APPROVED ELEVATIONS Iaoa,.aconuol'1 `r++rratttss.'''ti a . • . • . . . • . . • •. .. . • . •. •. ... . . . ... . . a_MWI 0t ao s w10-0040 :;;-,—TW -M-W Sam $ �•r d3S $ox zeta oxV'SXOUVAM URAOUd MVVIVw ozvu KOM" JOVdM R`JWLI sJA MOR 7VJNOZRIOH 0049—SH j� owes I WOOO SSrM (MV SA&WA )WA7Ma7V.iWMb d0 =V=VAWM 0998-989 (=) '•N Nd �/'j {®^y +�� S l ,• 991££ V01�10u 'A390311 1 �L A_Y Oma-MU 841. b AMP -.s. L lh •..: • >p Us 08 A N lose Y t~sw S&Mp ON- V. aaWr«ePreg •r c's V tl1 -AD" ~ .4 ram .9i'8 L9 i SNi'QTO Dex!! qa e at, Ofa M a mot " M 4 41 a E. son 4 _91 L z w • a �, � H 8m \\, m won O n n ¢ \ \\4 o LLJ q � 59d JSAi3 a g 1HM3H 3NVNd VMM31M-1 � Milk ►� 1Fot3i1 3W1R6!TSV213/VI.E9 ''a 16 LAI m �i mvm v'� {fi�gg.. ��,{{ ��,{i • • • • •••••• fity v v• =3 Cf � � \\ . • • • ITa • io SSS8333 • • •••• 4� ••••• \� a� .9t/s is i ?H G=� °',� •••••• _ X84 ism a ; n '„4•••*• 1 ��' •• w bH -r 4*1 1•0• 1;•M • • • Ta , _ a a w \ w m 1,4 i J4yy$\, • CTb$SF ltt<)I3H 3W%QU MtM31M.a9 g ttoW 3NVMd kMt7i31Ni.a9 IM3H 3NVW TIVi13A0.£9 a& � 1F0I3Fi MMU 11V>fl/10.89 .tai m a d �:'l'"FNFN O NNFF O ^�§4.4 IQ 44444ppp� 1/4' TAPCON V/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S•M.& W/ 1 1/4' MIN. EMBEDMENT INTO CONC EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 L ALL WOOD BUCKS ENGINEERED SEPARATELY ME ELEVATION AT SHEET i F13R MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY QRS) GC FOR MAX FASTENER SPACING)2 1 1/8'MIN, 2.WOOD BUCK AND FRAMING (NOT BY L.AWSON NOT Y NOUSTRIES, INC INDUSTRIES) MUST SUSTAIN LOADS IMPOSED :+ EDGE DISTANCE BY THE GLAZING SYSTEM r, y 0 A y 1 1 4' MIN. j qr v'a: EMBE�MEN�•. d. :s':4 $ .• o, 2X ° d: Iir 1' MIN. EDGE ANCE '•„ EXTERIOR GRADE 12 1/4'MAX z. 1 1/4• SHIN SPACE 2X polM.E��p} ,a;,'y ► 11S PERIMETER CAULKING ,a .n lYP p B Grp 15 0 Q 1 A EXT.GRADE PERIMETER 1/4D CAULKING N Sf �E W 14 15 1 8 'LAWSON INDUSTRIES, TO BE APPLIED HY OTHERS 'a o°t' (TYPa 0 cjO '— CLEAR SILICON£ ADHESIVE EXTERIOR vI o BEDDING COMPOUND Al INTERIOR aC 34 EXTERIOR INTERIOR ALTERNATE DETAIL LAMINATED GLASS 14 WOOD FRAME INSTALLAWN DETAIL v 27 WINDOW DISTALLATION NOTES: L THE WINDOW FRAME FLANGE TO BE BACK-BEADED W/AN EXT. 3 *7:' GRADE CAULK Tt�1JGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER(TYP.) ISER-OPTIONAL 2.THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TOD WITH S13K BE SEALED V/AN APPROVED EXTERIOR GRADE CAULK PCHARTS HY OTHERS (TYPa2 S 04,#5.&46. •WHEM THE OAP BBPWF.BN THE WINDOW FRAME AND THE BUCK OR 28 28 10 32 13 MA80NRY IS UMS THAW 1/8',8HIN8 ARE HOT REQUIRED. a , 13 ANCHORS NOTE: EXTERIOR GRADE i:i••EXT.ARADE • • • ANCHaRS TO BE #12 SNS OR WA SCREWS INTO WOOD, OR ttNgrtrrrrrjr'e, PERIMETER CAULKING •.............. • • • .................. 1/4' TAPCONS or APPROVED COMC.FASTENERS INTO C IG, • WITH A MMMUM OF 1 1/4' PENETRATION INTO WOOD NM • • • • • C[HNC. OFFER TO LOAD TABLES FOR QUANTITIES REQUIRED) e ^ '} 1/4'MAX • ••• •n •. '••' e -, •1/4'MAX w E••., . . .• Ili •a a ',y SHIN SP ,e a• SHIN SP Q Com.- e e 4 e ° a ' Y:,• �s'T AA 1 1/4' MIN. cTYPa M ?3t A a d•4 •1 1/4 MIN . cTYra i.. ... . EM DMENT �Q " ;•: EM BE ENT a a r • • • . .� °: e• :q PRODUCTRDVISHI) ad. q: : • \::,d•' aq; :e. .v d•• ° q e ••i i•• 2OPTIONAL SILL INSTALLATION DETAIL AT "XO orj�f A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) im BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAVS13N 0 INDUSTRIES) MUST SUSTAIN LOADS IMPOSED INTERIOR FINI BY THE GLAZING SYSTEM (BY OTHERS) -PT. WOOD BUCKS 23 LAMINATED GLASS SILICONE ADHESIVE 1/4' stS SPACE BEDDING COMPOUND SHIN$rAXCC-- #14 S.M.S. W/ 1 1/4' M (TYP.) IN, EMBEDMENT INTO SEE ELEVATION AT SHEET INTERIOR nE #2 7 17 27 3 T #2 :T FOR MAX. FASTENER SPACING) 2 iL 1/4' TAPCUN W 11/4' MIN. MIK EMBEDMENT INTO CONC. T (SEE ELEVATION AT SHEET #2 Ix FOR MAX FASTENER SPACING) v min EDGE DISTANCE 6 G�n 17 EDISTANCE EMBEDMENT 0 1 1/ MIN, DGE NCE mmmbk� EXTERIOR WALL FINISH BY OTHERS (TYP,) }may2 EXar 4 MOR l5 0XT19 d /1 STLICCD OVER ME EXTERIOR GRADE PLYWOOD SHEATHM EXT.GRAZE PERUPIETER TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKRM NOT BY (EXT MR FINISH BY OTHERS) LAWWN V=TRIE-W, NUT BY LAW=INDUSTRIES,INC. TO BE APPLIED BY OTHERS 731 MAX. WINDOW FRAME BUCK WIDTH .......... 74' MAX. I WINDOW FRAME FLANGE WIDTH -XO- WINDOW EQUAL LITE -OX- REVERSED b 31 WDIDON. HISTALIAnMON KO 8 i 30 L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. GRADE CAULK THR0U[iHDUT THE ENTIRE PERIMETER OF FLAME BY WINDDW BWALLER(TYP.) 2. THE EMMED EXT.PERIMETER OF THE WINDOW FRAME TO BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.> 22 21 a 000 0 0 0 0 * *0 •WHEND THERETNEW TAB WINDOW FRAME AND THE BUCK OR MASONAt Y 19 tfr �;"A ,!SHft ARE NOT REQUIRED. . AWAQ&&A* .......... ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR LL LOCK (LATCH AND SWEEP) OPTION 1/41 TAPCONS w APPROVED CONC.FASTENERS INTO CONC., 0 WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 1. BOTH EXTRUDED ALUMIN'UM AND PLASTIC EJFT HANDLE • PM (REFE1 TQ LVAD TABLE: FilrJUANTITIES REQUIRED) pROmwpJwm LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. • 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED • FOR USE ON ALL WINDOWS. :0 0 S. TWO (2) LOCKS AREso* 0 0 REQUIRED PER EACH VENT : • . • • 0 0:• 00 • :0 DESIGN LAD CAPA MY WSF9-OX or OWS # # +/-Pressures 8r a WINDOW Jamb H&S Glass "A" (*2) Glass 'B" *2 Glass T "C" *2 Glass T "D" *2 Glass e"E" *3 Glass "F" WIDTH HEIGHT Anchors Anchors + - + f - + f + sf + sf + - f e rn 24 24 3 3 6.5.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 J31 i 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �` �" � o 24 36 3 4 65.0 65.0 65.0 6,5.0 70.0 70.0 70.0 70.0 80.0 $OA 80.0 80.0 z 38 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 48 36 3 6 6.5.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 8Q0 80.0 a 36 48 4 4 85.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 SQO 80.0 80.0 72 48 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 L 5 4 65. 70.0 70.0 70.0 700 80. c 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 65.0 65.0 65.0 65.0 70.0 700 70.0 70.0 80.0 80.0 80.0 80.0 g a 72 60 5 6 65.0 65. .0 65.0 7Q0 70.0 70.0 70. - - - - Jco 26.5 25 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �`I+ 37 26 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 Sao 80.0 80.0 80.0 53.125 20" 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 26.5 4 4 .0 65.0 .0 .0 .0 .0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80,0 80.0 80.0 8Q0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 7Q0 70.0 70.0 80.0 80.0 80.0 80.0 8 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70,0 70.0 70.0 80.0 80.0 80,0 80.0 26.5 50.625 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 700 70.0 80.0 80.0 80.0 800 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 b 53.125 50.625 8 65.0 65.0 85 0 65.0 70.0 70.0 70.0 70.0 80.0 SQ 80.0 SQO ° 7 Z62 5 8 65.0 85.0 0' 0 7Q0 70. 5 265 5 4 '65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 $ st 37 65.0 65.0 650 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.053.125 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0t70.0 80.0 80.0 80.0 80.0 74 5 65.0 65.0 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 56 4 A09* • • • .0 .0 .0 .0 63 4 53125 63 6 8 65.0 65.0 ��*.6 gi • &m. , • 70,0 70.0 80.0 800 80.0 80.0 ``y 4.......63 6 8 65.0 65.0 0 • • •• 70.0 - - - - FRODUCTI u. 6•. ,". Notes 1.) SEE SUM 9 FOR GLAZING TYPES,DETAILS& SILICONE OPTIONS. na�mthlkaaIudd � 8.) STANDARD SU USED ON WINDOWS WITH +70.0 DP AND FLAW (WINDOWS WITH GLASS TYPES A,B.C, &D? • ••• • • Nv 4ocop NO RISER - OPTIMNAL 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOYE0000 DF • • • !\ APPLIED WITH SILICONE (1nNDOWS WITH GL18.4 TYPES-2. &F") AND +80.0 • • • • � LF13R DP AMVE +7U PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & ON •��• \�. \\ n� (+80.0 DP NAXJ_ TION AT • •4.) WINDOWS WITH GLASS WS WITH DP OTYYPEVE S AA,(SES EI0'INSTALLED ABOVE SOFT10) ••• • •• IN THE LLvxz,THE I.Q. EXTERIOR LITE SHALL BE TEMPERED. aE 7m }: a . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . DESIGN LAD A C Sn-XOX WINDOWS with Urr uef Lite 1/4.1/2.1/4 -FRAM SIZE +/-Pm ssures s low #Jamb #H&3 GlassT 'B" " GlassT a"C" '2 GlassT a D' "2 GlassT e" *3 GlassT "F" '3 GlassT "G" *2 WIDTH HEIGHT Anchors Anchors + . sf + f - f + f - f + sf - f + sf - i + sf - sf � 60 24 3 7 80.0 80.0 80.0 80.0 65.0 .75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 'a 0 9 96 24 3 10 80.0 80.0 80.0 80.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 75. 65.0 --7-5.T- 5 .0 5 .0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 z g$ tI 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 8= ' 84 36 3 8 70.0 76.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 d 96 36 3 10 70.0 75.0 70.0 76.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 108 36 3 11 - - 52.0 52.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 76.0 60 48 4 7 70.0 76.0 70.0 76.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 48 4 8 52.0 52.0 66.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 62.0 65.0 75.0 65.0 75.0 62.0 52.0 65.0 75.0 108 48 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 66.0 75.0 a 75. 65.0 -32-o- 5 . 65.0 76.0 72 60 6 7 52.0 52.0 65.0 75.0 65.0 75. 52.0 62.0 66.0 75.0 o 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 62.0 52.0 65.0 75.5'- 96 60 5 10 52.0 52.0 66.0 75.0 65.0 75.0 52.0 2.0 65.0 75.0 108 60 5 11 - - 52.0 62.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0- 74 60.625 4 7 70.0 75.0 70.0 75.0 66.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 52.0 52.0 65.0 75.0 65.0 76.0 52.0 52.0 66.0 75.0 74 63 5 7 62.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52. 65.0 75.0 79.5 50.625 4 9 52.0 62.0 65.0 75.0 85.0 75.0 52.0 52.0 85.0 76.0 79.5 68 5 9 52.0 52.0 • 66.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 di 79.6 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 All 106.26 26 3 1 52. 76.0 52.0 52.0 85.0 5.0 106.25 38.375 4 11 52.0 52.0 66.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 108.25 50.625 4 11 62.0 52.0 85.0 75.0 66.0 75.0 52.0 52.0 65A 75.0 H8 106.25 58 5 19 52.0 52.0 65.0 75.0 85.0 75.0 62.0 62.0 86.0 75.0 106.25 63 5 11 52.0 62.0 65.0 75.0 65.0 76.0 52.0 62.0 . 65.0 75.0 2 1 26 1 62.0 52. 75.0 .0 5. 5 .0 75.0 p1 111 38.375 4 11 52.0 52.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 1 ' 111 50.625 4 11 52.0 52.0 66.0 75.0 85.0 75.0 52.0 52.0 66.0 76.0 111 68 5 11 5 52. 76. 65.0 76.0 52.0 52.0 .0 76.0 111 9 52. • • eeee011 ti49 a11°'e r • •• • • • • •• �$av�dreFlwWe '''°,. ••• ••• ••• ••• • •• gyp$y� Qg.1+ ,Notes(��: I.) sm sHEET 9 Fox aLAEINo TYPE,4,Drum&mcoN s OPTIONS. �D �� s to N o c•. ,.. R.) STANDARD SIM USED ON WINDOWS WITH +70.0 DP AND BELOW �/ I/ �/ t N tu + ` (WINDOWS WITH GLASS TYPES A B c, &D' • • . �• �� By 20 LL RISER �- DPTRrNAL b$ • • • i+ i% •i% APPLIED WITH GLASS TYPES 'E, &Pj AND FWITH SILICONE Fs.)BILL WH usER ADAPTER ARE FOR WnvwWs A �q�po ADDITIONAL ANCHORS REQUIRED AT R ME HEAD&SWOON • • • • • • • t 2 � <+800 �MAX) ��. WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT 8 10) • 000 �t• � N\ rid (..... 4.)WINDOWS W M OLA88 TYPES A, C. OR a'DOSTTNdSDABtIVE�FT. �4 IN THE MM THE I.O. EXTERIOR LITE MUM BE T&MPERED. ••• XO%-Un-EAUALLtt* ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PW9-XOX WNVDOWS with Equal Ute(113-113-113) +/-Pressures(pso ' a PRWE SI7E #Jamb #H&S Glass Type"B" ("2) Glass Type"C" 2 Glass Type'V" 2 Glass Type"E" 3) Glass Typ752.,0 3) Glass T pe"G" ("2) ^$ WIDTH HEIGHT Anchors Anchors +psf -psf + - + -psf +p _ +psf + .pef 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 65.0 75.0 � 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 65.0 75.0 $ d 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 . 65.0 75.0 1� 60 36 3 7 70.0 76.0 70.0 76.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ ' 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ch 72 48 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 84 48 4 9 - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 Ot>~ 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52,0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 80 5 952.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 G 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 y 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 1 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 53.125 58 5 6 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 co 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 i 74 50.625 4 9 52,0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 8 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 § 79.5 68 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 4 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 76.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 66.0 75.0 84 50.625 4 9 1 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 t, 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 83 5 9 - • •5Z • •8� 75.0 65.0 75.0 52.0 52.0 65.0 75.0 `q�t�itlttttpq��r♦. NOtL'S( �: 1.) SEE SHEET 8 FOR OLAZDIG TYPES,DETAIIS&SDdCONE OPTION$. =Noe � O O:• 8.) STANDARD SII.USED ON VINWWS WITH +70.0 DP AND BELOW (WINDOWS WITH GUM TYPES A. B.C. &D") \�� \; ��/ wpiam�tto \ O SILL RISER - DPTIONAL C 8.) SU WITH RISKS ADAPTER ARE FOR WINDOWS ABOVE 48'0.0 SP* • • \!� `�\ %�' 1 APPLIED WITH SILICONE(W WWS WM GLASS TYPES "E. &F'AND +80.0 Ip RAX. 0,0: : : : :1 �/ I 1 FOR IIP ABOVE +7PSP Z V' ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & 811"M • • • • • • • 2 j (+80,0 DP MAX) y �i WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHIM B WA 10) • • • • • 4.)WINDOWS WITH GLASS TYPES A. C.OR G"INSTALLEDOMWE IbPT. ••• • • �� If�r�tittttu °`�,` IN THE HVH7.THE LO. EXTERIOR LITE SHALL BE TEMPERED. xox-gem • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 t e0 12 x 3/4•SAS HS-8700 FLANGE FUM WINDOW BILL OF MATERIALS ALUM"MULLION SEE MULLEIN APPROHALS FOR FLAT 1WNIMEO,AT SWS, y MULLION TYPE.SIZE AND MAX. ISE ELASI1 AT 9HLTT Ba PAII'P* ItHQD. DDSCRlP1'ION RBMAR[ffi ai • FOR MAXX.fASGEd)Ftt SPAS AND 'gODow c '� DESXM PRESSURE WDTATIONS. DP TABLES FOR BUANTITY) 3 L-7703 1 FRAME LEAD 6063-TB ALtBLD�RR1 1RV C 894 (ALUM.0.078'MIN.THICK 2 L-8701 1 FRAME SILL 6063-T6 ALUKH d m 0800• 3 L-7701 I FRAME FXB.JAMB 6063-T6 ALt04IR�Rt !- 6LAERXi HEPTH N E THE L OR PREULLS HALL DQTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 AUROMIA4 eq 1YPS H THE 9flG800<71 OR MUII SHALL fi6VERN �W AIDE 1188 B28mvTw I 088111E lummm MMTM 5 L-7705 1 VENT MEETING RAD. 6063-T6 ALLOGNiN a 1 VW ANIMALEO OLPML 6 L-7707 1 VENT TLTP/BOTTOM RAD. 6063-T6 ALLOOdUM yy e e89o'PLASM INTE"VER � a v 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM Z R 3 1 LOW ANEALEO OLAN s•n 8 L-7706 1 VENT JAMB LATCH RAIL 6063-76 ALLIMDBIM z GLOO - 9 L-8702M 1 FRASILL TRAGIC 6063-TS ALUMINUM S nXM 4LM oxscuwm 16 L-0703 1 FRAME SILL RETAINING CLIP 6063-T3 ALLRL NUM g I va'NEAT-STRENIMMED aAss SAM PVB --- ----- 11 L-7M AS REO'A GLAZING BEAD(3/8') 6063-75 ALIRUNUM a 2 env PLASM u ro"VER ar'aww- 12 FS-O06 AS REG% FRAME ASSEMBLY SCREWS 08 X 3/4'P.H.PHUA IPS12 a tre wnr-sTRENmLrENEO GLASS ass mum mt-11 VXOW FRAME 13 FS-040 AS SBH DVSTALLATD7N SCREWS 014 SMS F!L/PHIL. .12 -TmN PERIMETER CAULXM 14 L-75M AS REWIL VDM BLAB 1/41 DIA.BULB 03033 A AIDE GLASS 01 Ta Tm B•us LAMU EXTERIOR 14 I V8'HEAT-3r LTENED m Ass $2 FRALM_F. MT_TTI XG D Ott, 1S PWS-003 AS RFIN SEAL.WEATHERSTRIP J87' x 230•h 8 6899'PLASM INTEatAVERSIP 16 PWS-005 AS RME8 D% FIN w WEATHERSTRIP 187•w x.3�'h g 3 1/B'NEAT siRctrarLENEc eLAss mo A 17 PVS-009 AS REWL FIN SEAL.WEATHERSTRIP 1871 w x.310'h !�3 ,,5555,,8888LE 18 L-7711 AS RE6YD. GS.AZING BEAD(DMILATED) 6063-75 ALUMMUMLAVMM MASS D,O, N-Tm F SEE MULLEIN APPI�IMl.3 FOR 19 PWS-001 AS REG% PILE 0 GLAZING BEAD 187'w x.150•h PPID[ alm> P'is" OSPAm LIBN148 UUU40N TYPE.SRI AND MAX. I tre'atRRAtiEO GLASS DESIGN PRESSURE LDB/ATIO M 20 L-6706 AS RWD SILL RISER ADAPTER 6063-TS ALLH1.-13PTMNAL HUfACITE PV8 NOTE:THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-TS ALLBII W V' 8 0688'PLASM INTERLAVER Br. T, THE www OR MULL SHALL GOVERN $$ 3 V8'ANIEA4SB GLASS os• 1/4'MAX. ®12 SAS.X 1 1/4`L. Be HC-057-1 2 VENT M[LDED SPRING LA MI LDED NYLG N pA SWIM (IDI EtfleBRN AT SHEET(2 23 L-7523 1 x LATCH LATCH SPONG STAINLESS STEEL 1 INTERIOR fm tlAX FASIE L sPAaNG) 19 18 24 • 2 SD L/JAMB �INi GASKET 1/16'CLUSED RLL FOAM 2t1 FS-041 2 SILL RAIL ASSEMBLY SCREW 08 X 2 1/4•Pm,"n.. 261 HC-044-1 2 WEEP FLAP&BAFFLE ■ . 1rT10Ns'. 26.2 !iC- 1 X WEEP MOM CELL FOAM PAD L?r X L/2'x R'L MW CORVOI 899 27 HC-040-1 2 SASH ROLLER&HOUSING • (Lw -^ T�O sPECTRu188F3t 28 HC-026-1 1 SCREEN FRAME&MESH At /iL8B8 A 29 • 1 ATTACHMENT SMV 0 CLIP 08 X 5/8'S.AS. yffi Gun 7> DiiAtE ummummm 30 HC-0 0-1 2 VENT SWEEP LATCH NIDI.DED NYLaN A A I VB'AWWALED GLASS 1 31 HC-059-1 2 VENT SWEEP LATCH IDE CAST METAL 4 S 8 e048'PLASM INTERLAYER Aw BAFLEX PVB P MB4001t FRAME NOTE: 32 L-8830 X Arx#wr FRAME SILL ANCHORCLIP 6063-TS ALUMMI I a va'AlPiFMEO BLASE Br'S1A.11Tw SEALANT i.ALL STEEL Bt CXlDITAOT TBTt1 4 V4'INSULATED AIR SPACE EXTERIOR ALUM.TO BE PAWTED CN2 PLATEO. 33 ■ 2 LAMINATED GLASS See Betas 0 Lhl,of street 9 s VB'ANNEALED GLASS 00 2.METAL STRUCTURES: 34 ■ AS REGYD. GLAZING SUM= See Betas 8 I.H.of sheet 9 A)STEEL:Fy..18 161 1pN. 35 IVTDINAL AS REO'D. COLOMAL FALSE MUWTIN AU1MINlDt T93D YAMMTXD (STEEL 18 GRA.1Nt4.Tit-0.048'j A'� DIA88 1 STAB. tAR e)ALUMINUM:6063-TS UK 36 SM-5504 AS RE8'D. .JOINT SEALANT ■ i I LOW ANN AM SLAas 1 ��\ (ALUM.0.078"MIN 1HICX) 37 ■ AS REEND PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL 2 Esso'PLMIT10 INUAAVER ® ,K. PVB \✓ MET i. CTUM ATTACI�MI�4N'P DrT.tTT. y 3 t/8•A18aF,ltl.EO mom -((' 8i^'I rw- _�_ - C 4 V4•DOILATED AIR SPACE I V8'Ai•BALEO am M 4'00 •• ••• • • • • • •• • • • • • • • • tt`StSt881tdltppppps a •• •• • • • • ••• • at ,�3r.<, Elm GumonscowmTelIDeata • • • • • • • • • 9.• > I V8'LEAT-8TIAt•IMOMB MAUI1 11 •U) w d''•'. '$. 2 CAW PLASTIC INTEAIAM PV8 � O 3 VB'HEAT-STREIAdiTEGEO CLAS$4*4 By.M~' 4 V4•LNSU.ATEB ASR SPACE • P ODICT'8 V8'AA�a.EO MABs oo • • • • • • • • • . 00 VINBOWS VLTH MASS TYPES'A.Co Ot w INSTALLED ABOVE 3•'T. • • • • • • ggq��ppp 4 IN THE ILW¢.THE LG ExTERI IR LTTE SHALL X TEWMIL • i• • •• 1 t • •• t t O�`• ` �clt `� ••• • ••• • ••• • y� °t4°pptaata mi GLAZING DETAILS AND OPTIONS tut°' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRAMS HEAD FRAME FIXED JAMB 891 TRACK FROM L-7703 L-7701 L-8702 y p • OO ® dY3 FRAME TOP CDRNER ai ago 9M o6e L-870AINIAfG CLIP 8.6St fitum HEM 10 VENT 7w PX S6 s » IFUMEO FRAME SILL FRAME VENT JAMB , L-8701 L-8703 Wl ® ® 0 & .>94 O FRAME CORNER FRAW M`�:-`�� VENT TOP CORNER N W 4 VENT SPRING LATCH X68 L-7539 O 1&prt.roue MW LOCK euL 1 O INTERLOCK RAIL FD D MEETING RAIL y 07TOP/BOTTOM RAIL €i a L_ pg L-7704 O ,•—,A68 ©1-7 W tmrrau a FRAME SILL OETMO RAIL _ � $$ ea6s ,,� vENT RamoµcoRNER a a>a ts7s-- FAME & SASH CORNER ASSEMBLY DET VENT JAMB RAIL SILL ANCHOR CLIP • ••• • • • • • •• SRI O •• • ••• i i � RISER BEAD 32 •GLAIM INAD • • • • 20 O,• r res sa 11 9100 --068 • 9:0..d •• l4a.. PROIWCTRIMSED[2 2" 8.791 • • •• .�9 4/t6itt Qo`m • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d r3 h ,y.�, ��'i�'��bN�� i y "-::3�,�,,z�� tt nr "�.`✓� ..r,,,. y-7 b t�✓ � �ri`'s � �' t fi.Sw + a�_� R �• • 4 > • • � 'i`t� i'° i�,. Yv ,p�, M � +�rdn`t _a5�'xr- � a'- } "^t REW Fb6da Departmentd BM Ham I Log In user PAVW axon Har Topics SWXM sortharge sacs&Fags I PuNcanons 1 FBC stare I Bcis Sr a Map i Unks I search I Busines ) OUSM product Approval Professi I Puwc uW Regulation >Pmd=or Aadicatton Search>AmAcatlon >Applicaldon DaUH FL# FL15428-R1 < `J Application Type Revision Code Version 2010 Application Status Approved �s x` *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived C3 Product Manufacturer Lawson Industries Address/Phone/Ematl 8501 NW 90th Street Medley,FL 33166 (305)696-8660 Ext 226 3 , tom@lawsonwtndows.com _2 Authorized Signature Thomas Sotos z' tom@llawsonwlndows.com Technical Representative Thomas J Sotos *00000 Address/Phone/Ematl Lawson Industries • • 0:00 •••••• s �e 8501 NW 90th Street •• • •• • • Medley,FL 3316 000904, 00 000900 6 (305)696-8660 0 tomOlawson-industries.com •••••• • :a***: Quality Assurance Representative Joe Thiry •••••• ••• • ••••• ti `x Address/Phone/Ematl 8501 NW 90th St •' • •i •••••• " a r • Medley,FL 33166 * - (305)696-8660 Ext 282 '•• * * • jthiry@iawsonwindows.com • • ••• • **•••• h��i 5• h'�� • • * • • Category Windows • • • Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL s a Referenced Standard and Year(of Standard) Standard Year Pi �-m dura* TAS 201 1994 a TAS 202 1994 y TAS 202 1994 Equivalence of Product Standards fCertified By fr ., Product Approval Method Method i Option A Date Submitted 10/24/2013 y r Date Validated 10/25/2013 s � "z Date Pending FBC Approval ,4+ a Date Approved 10/25/2013 3 FL`ii Number or Name ry 15428.1 8500 Non-Impact Flange France 8500 Non-Impact Flange Frame Horizontal Rolling Window- t ! ` Horizontal Rolling Window XO,OX,XOX Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLi5428 RI C CAC 12-0127-19.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant,No 01/26/2016 ti f` r Design Pressure:+73.3/-100 Installation Instructions Other: FL15428 R1 II 12-0127-19.pdf Vedfled By:Thomas J.Sotos,P.E.55225 F� Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15428.2` l4ori-T�FIn Frame Non-Impact ft Frarite Hql oitto Ro#ft Window-XO,. 44 Yc rr";fi 1dNinCiow XOX 1.110111111105of Usef Catliflostion Agency Cera ApproVed,fior/We I"i Yes # R1 12-0127-i8.ndf xt� « meted is outsfdai HVH2s Yes #Asure�lrat�n Dem GPsfri� No Ott 6 Pte'+73.3/-100 1"buctions '� t ,,ta5ee428 II2-0127-18.ndf -Thomas J.Sotos,-P.E.SS225 Cry DIY Indy Thifd Party:No -zg �' 15428.3 700 Impact Flange Frame Horizontal 8700 Impact Flange Frame trieofttiel Roping ndlw-XO, • d rlA �� x z - Rolling Window OX XOX equal lite XOX un VW Configuraflew ••• •• d Limits of Use Certification Agency Cart �i• • • • }� Approved for use in HVHZ:Yes FLIS428 Rl C CAC 12-01 ." df •••• •• • a roved for use outside HVHZ:Y� App Quality Assurance Contra -W- illation lista • {, Impact Resistant:Yes 04/11/2017 •••• •••• •• ista •• rxxDesign Pressure:+80/-80 Installation Instructions •••••: 000 • ••• • Other. FL15428 RI II 12-0127-08_a&,• •• ••• •• k�nt y Verified By:Thomas J.Sotos P. 55225 • • Created by Independent Thibl'�° No Evaluation Reports • • 000000 .•• :a 4 Created by Independent Thind Pa . • •• r A s y e 15428.4 ? i h _ '-frame Norizon#a! Impact Fin Frame#ic:rizali "s(O, 7R' • -X OX - n-4k' 5i k s ti ndts of piss ...'i C itit Li �4 , Approved f r use M fit s 1fei6 4RI C QC ,P Approvedfor de'ffi�Yes Assunmee Comet ifft—m—,fial�e I Yes 10/09/2018 ir..,tu,uarc ns ow. FL 1428 R1 II 13-53724.0 odf vertfbsd By:'flurry 1;$otos,P.E.M25 r� �by. Third Percy.No Q ' n L Third Party 1 �Yll 4 C _E QG=Usi::IM North Monroe Street Tallahassee k1 32399 phone:850487-1824 z � The Stets of Florida is an AAJEEO&Mbyer.Qoovdaht 2007-2013 slate ar Fiords.:: ::Refirod Under Morda law,eman addresses are pubes records.V you do not want your e-md address released in response to a public-records request,do not send electronic rren to Oft entity.Irk,contact the office by phone or by traditional man.N you have any questions,please contact 850.487.1395.*Pursuant to �$A section 455.275(1),Florida Salutes,otrexive October i,2o12,noersees kensed under Chapter 455,F.S.nowt provide the Derarbnent with an eman address N they have one.The ensgs provided may be used for official cornnw0cation with the licensee.However ernall addresses are public record.If you do not wish to a ' supply a personal address,please provide the Department with an wr a l address which can be made available to the public.To debanydne 9 you are a licensee under Chapter 455,F.S.,plass dickh1M. Product Approval Accepts: MEMr.�rntcs Elk 0000 • 0 000000 go* ••••�• • • • 9 9 • 0000•0 90 900000 • 00000000*0 *000 • • • 000••• 0 9 • 9 0999 0.99 99:990 00.00• 000 9 00000 0 • • • 90 •9 00 00000• •0000• • • 0 • • • 0900•• 9 9 s • s 9 9 9 909900 00 0 0 000 • • M®QADE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1107 PRODUCT CONTROL DMSION MIAMI,FLORIDA 33130-1563 (305)375-2902 FAX(305)372-6339 NOTICE OF ACCEPTANCE MA) w_ww.mla;ni e.GOWbuildin e Jeld-Wen,Inc(OR) - - 3737 Lakeport Boulevard Klamath Falls,OR 97601 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"Gladiator/Finishield"618"WE Outswing Glazed Steel Door System w/sidelites--N.I. APPROVAL DOCUMENT:Drawing No.JW122008,titled"Series Gladiator/Finishield Glazed Wood Edge 12-0 x 6-8 Outswing Steel Door"sheets 1 through 14 of 14,dated 08/12/08 with revision"B"dated 02/09/10,prepared by CertWorks,LLC,signed,sealed and dated 10/14/10 by Kristina S.Daughgriy,-Pi E., bearing the Miami-Dade County Product Control Approval stamp with the Notice cif AOCtptanceZfltifiber ••••;• and Approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING:None. ...;.. . LIMITATIONS: •••• •••• I.) Miami-Dade County Product Control Approved Shutters Or Protection Devices Shall Be_ e*kired. "'•' 2.) Maximum design pressure rating shall be+30 PSF where water infiltration, VgVD;ment rs vtjg ed • LABELING:Each unit shall bear a permanent label with the manufaahrrees name ur4�ega,city,state and • fnIlowing statement: "Miami-Dade County Product Control Approved",unless otherwise;oted bV1qh •••••• RENEWAL of this NOA shall be considered after a renewal application has been 4Je.&agd there h4%been ;••••; no change in the applicable building code negatively affecting the performance of this product. •..• TERKMATION 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,evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. a e, NOA No.09-0415.08 i( &$can Expiration Date: November 11,2015 J Approval Date: November 11,2010 (0Zi to Page 1 Jeld-Wen.Inc(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW122008,titled"Series Gladiator/Finishield Glazed Wood Edge 12--0 x 6-8 Outswing Steel Door"sheets 1 through 14 of 14,dated 08/12/08 with revision"B"dated 02/09/10,prepared by CertWorks,LLC,signed,sealed and dated 10/14/10 by Kristina S. Daugherty,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of French door with sidelites, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL 210-3558-1, dated 10/07/08, signed and sealed by Gerald J. Ferrara,P.E. 2. Test reports on: 1)"Standard Test Method for Tensile Properties of Plastics" per ASTM D 638-08,tensile yield of 31.3 Ksi and tensile modulus of elasticity of 38.4 Ksi, along with marked—up drawings and installation diagram of French door with sidelites, prepared by ETC Laboratories, Inc.,Test Report No.ETC-08-056-21686.0,dated 10/20/08, signed and sealed by Joseph Labora Doldan,P.E. 3. Test reports on: 1)ASTM E84-08 Standard Test Method for Surface Burning Clipm Vistics of Building Materials 0900 along with marked—up drawings and installation diagram of dylite expQalile pofystyine, •••;;• prepared by Intertek Testing Services,N.A.,Inc.,Test Report No. 666:6. 6666.. ITS 31137268AT-001 Rev. 1, dated 03/13/09,signed and sealed by Vredeick D.-Ow%eet, • P.E. 6900 6.90 09.09 4. Test reports on: 1)"Standard Test Method for Tensile Properties of P•6 per A91*D 638-03,tensile yield of 132.0 Ksi and tensile mod�Ww4f elasticity of .; 15.3 Ksi; 6666.. 2) "Standard Test Methods for Density and Specific.Gm%ty(Rblativ a �.... Density)of Plastics by Displacement"per ASTM 15791-00, }.j286, along with marked—up drawings and installation diagram of Endura Products extruded PVC, prepared by IMR Test Lab., Inc., accredited by Nadcap and A2LA, Test Report No. IMR-200707982,dated 09/10/07, signed by Sophia Ezell and Stan Deforest,validated by 0. M.Engineering Services,Inc.,signed sealed and dated 09/19/08 by Nimesh Bhaysar,P.E. Jaime D.Gascon, .E. Chief,Product Control Division NOA No.094415.08 Expiration Date: November 11,2015 Approval Date: November 11,2010 E-1 Jeld-Wen.Inc(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) C. Test reports on: 1)"Standard Test Methods for Density and Specific Gravity(Relative Density)of Plastics by Displacement"per ASTM D792-08,G-1.11, along with marked-up drawings and installation diagram of Endura Products extruded PVC, prepared by M Test Lab., Inc., accredited by Nadcap and A2LA, Test Report No. IMR-200908522,dated 10/27/09,signed by Jamie Wech and Michael Bimbo. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2007,dated 04/05/09,prepared by CertWorks,LLC,signed,sealed and dated 10/14/10 by Kristina S. Daugherty,P.E. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 07-0214.08 issued to ODL,Inc. for their"ODL/Western reflection's Non-Impact HP Polypropylene Lite-Kit Assembly"dated 03/22/07,expiring on 12/30/10. 2. Notice of Acceptance No.07-0801.05 issued to ODL,Inc.for their"HP Polypropylene series Higb Performance Door lite material-Component Approval"dated /2N07, expiring on 01/17/11. • 00 ...... .. ...... F. STATEMENTS 000000 • 1. Statement letter of conformance, no financial interest and compliancF.*Ih the�;$t;;2007,•••••' prepared by CertWorks,LLC,signed,sealed and dated 04/06/09 by X&JIna S.Jhugherty...:..• 2. Statement letter of lMR Test Lab.,Inc.validation,prepared by 0..1 -fax meering vices;••••• Inc.,signed,sealed and dated 09/19/08 by Nimesh Bhaysar,P.E. :••:•: •, 3. Laboratory compliance letter for Test Report No.NCTL 210-355811,relied b+A"ional •"' Certified Testing Laboratories,Inc.,dated October 07,2008,signetl.at'idtealedby rierald:.•••: J.Ferrara,P.E. .. 4. Laboratory addendum letter number 01 for Test Report No.NCTL 210-3558-1,issued by National Certified Testing Laboratories,Inc.,dated August 25,2009,signed and sealed by Gerald J.Ferrara,P. E. 5. Laboratory addendum letter number 02 for Test Report No.NCTL 210-3558-1,issued by National Certified Testing Laboratories,Inc.,dated June 15,2010,signed and sealed by Gerald J.Ferrara,P.E. Jaime D.Gascon,P.E. Chief,Product Control Division NOA No.09-0415.88 Expiration Date: ,November 11,2015 Approval Date: November 11,2010 E-2 Jeld-Wen.Inc(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBNIMED F. STATEMENTS(CONTINUED) b. Laboratory compliance letter for Test Report No. ETC-08-056-21686.0,issued by ETC Laboratories,Inc.,dated October 20,2008,signed and sealed by Joseph Labora Doldan,P. E. 7. Laboratory compliance letter for Test Report No. ITS 3113726SAT-001 Rev. 1,issued by Intertek Testing Services,N.A:,Inc.,dated March 13,2009,signed and sealed by Frederick D.Curkeet,P.E. 8. Laboratory compliance letter for Test Report No. IMR-200707982,issued by IMR Test Lab.,Inc.,dated September 10,2007,signed by Sophia Ezell and Stan Deforest. 9. Laboratory compliance letter for Test Report No. EMR-200908522,issued by IMR Test Lab.,Inc.,dated October 27,2009,signed by Jamie Wech and Michael Bimbo. 10. Distributor Agreement between Millwork Masters,Florida and Jeld Wen(OR),Oregon, dated 02/02/9,signed by Steve Saffell,respectively. G. OTHERS 1. None. 0000 . . 0000 0000.. 0000.. 0000.. 0000 0000 . . 9 9 0000 0090 0000. 0000 .. 0000.. 0000.. . . 9 909999 0000.. . . 0000.. 90 0 . 909 Jaime D.Gascon,P.E. Chief,Product Control Division NOA No.09-0415.08 Expiration Date: November 11,2015 Approval Date: November 11,2010 E-3 MATERIAL PROTECTION *'r7'� M I. ALL E OF CORROSION AND HINGE HARDWARE 1481/Y MAX OVERALL FRAME WIDTH J�� TO BE OF CORROSK)N RESISTANT MATERIAL. OR CORROSION RESISTANT COATED. 37114"MAX. 74"MAX 37114"MAX. QLADIATOR1FB0810ELD GLAZED WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH FRAME WIDTH L. 12.038.8 OUTSSWINQ STEEL DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3W MAX p W IDENTIFIED IN THE FSC. 35 314E MAX• "72114"MAX- PANEL WIDTH ? Er PANEL WIDTH 3. ALL WOOD FRAMING IS TREATED IN DOUBLE PANEL WIDTH m O GENERAL INN F� SEEDETAILA 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH ACCORDANCE WITH WOOD PROTECTION SHEETS ?z � � THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE STANDARDS AS IDENTIFIED IN THE FBC. OTE 8 �7 'P SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN O 8 EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM ZLL 031-W AND ASTM E330.02 2. 2X AND IX WOOD BUCKS BY OTHERS,MUST BE ANCHORED ? J PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 21 11W 21 118" 21 1B" 21 1/8" D n 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED MAX. O W ^ _ AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE D.L.O. D D-1-0. DA O w M D. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WIDTH DTFI WIDTH a 4. DESIGNED PRESSURE RATING SEE TABLE 1.PAGE 1. x 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED FOR DOORS AND SIDELITES. 25 9 4' 8.SCALE BASED ON 11x17 SHEET SIZE. g 7.ALL 1X&2X TO BE 0.88 SPECIFIC GRAVITY OR NOTE GREATER. NOTE 4 g p 1 DOOR LEAF CONSTRUCTION: �B NOTE NOTE 2 N FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND NOTES: SUBSTRATE WITH LMC ADHESIVE. 1-AL1 VIEWS FROM EXTERIOR CORE DESK THE CORE CONSISTS OF 1-128 POUND DENSITY 2-MULL POSTS&DOUBLE BACK W L+i EXPANED POLYSTYRENE{Epi PANEL CONSTRUCTION EACH AOR PANEL IS CONSTRUCTED ppyl0 RCRCOSB GSEC�T I�8) WE INACI7VE ACTIVE FIXED y FROM TWO SHEETS OF TS ARE E(T 9 MINIMUM)GALVANIZED X1 3-SURFACE BOLT NOT REQUIRED FOR F �y. STEEL.THE FACE SHEETS ARE BENT 1L OVER THE RAIL X E APPLICATIONS REQUIRING W 45 OR LESS. ASTRAGAL LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 4-MASONRY AND CONCRETE IN OiE 4 SURFACE BOLT 07E 4 DTC-BACK AVERAGE MIN YIELD STRENGTH 2b OA SHEET STEEL SKIN IS DETAILS. MULL pOgT SEE NOTE 3 SEE DETAIL B JAMB MULL POST ROLL D-FORPOLTHED GALVANIZED BOTTOM RAIL CONSISTS OF 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, QUAD UNrr LOXXOL SHEETS �) THE WOOD LOCK BLOCK I 1.680'X 3 Ifi E(.018"MINIMUM)STEEL. LATCH JAMB OR SIDEUTE JAMB WILL BE THE SAME' SCALE:10-11-W THE WOOD LOCK BLOCK IS E FR X 3118E X & REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL (OUTSWING NONIMPACT) FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE CROSS SECTION IN 1X BUCK OPTION IN MASCNRYX=CRETE, TABLE 1 } CONSTRUCTED NON-ADJUSTABLE WOOD.THE SILT IS AL WITH L MI A SEE SHEET 8 FOR DETAILS, m CLA COMPOSITE MATERIAL BUTr WITH ALUMINUM 8-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN CLADDING CORNERS ARE COPED,BUTTED,&SEALED USING MASONRYICONCRETE,SEE SHEET 8 FOR FOUR 1 ADESIGN PRESSURE RATING(PSE) E. THE HEAD AND SIDE JAMBS RE FASTENED USING u� FOUR 18 GA.ANTE X STAPLES PER CORNER.THE SILL AND SIDE DETAILS WHERE WATER INFILTRATION WHERE WATER INFILTRATION REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED JAMBS ARE FASTENED USING THREE 18 GA.7118°X2"STAPLES PER CORNER THE VERTICAL SOLID MULLION IS FASTENED WITHOUT I WITH WITHOUT WITH m THROUGH THE HEAD&SILL USING THREE 08X2-1P.t"SCREWS PER SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS p END.A 3!8"HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD %SHTj T LE OF CONTENTS POSITIVE +45 + posmvE +45 ui S AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED f�u USING TWO#B X 1 12"SCREWS TO RECEIVE THE TOP AND DESCRIPTION NEGATIVE -45 -55 NEGATIVE 46 -55 a BOTTOM ASTRAGAL BOLT. EACH FIXED.PANEL IS SECURED INTO A GENERAL NOTRc L USING FOUR 18 GA.7118"X 2"LONG STAPLES PER 'NOTE:UNIT SHALL SE INSTALLED AT LOCATION PROTECTED ENED THROUGH THE JAMBS.ALL MULLION JOINERY& • BY OVERHANG SUCH THAT OVERHANQ(OH)RATIO-OH PANELS/FRAME JOINERY ARE SEALED AT THE LENGTH/OH HEIGHT IS EQUAL TO,OR GREATER THAN,1.0.USING 1188 SILICONE. V�TICAUOR093 ••• • WHERE REQUIRED OVERHANG CANNOT BE ACHIEVED,DESIGN :I • PRESSURE LIMITED TO+30 PSF \'I • 1•�pH tE1N—�1 c , .I IT m a Z ANCHORING L TIONS&DETAILS I I DATe SIS 1 ANCHO G. ONS&DETAILS as •09p Bcu�AS NOTED ANCHO G LOCATIONS NT DETAIL • CertWdrks u9hertY w. 14. PITT • \ —� t261rt Flo-. P. �NLO ve.Ste � �FREY • •• • • • • • • UOOR 127 W.•Fairbonka Ave.Ste k38 • ^— --'Pork,FL,32789 JW122008 FWE Cert.of A�Morisetion/28820 e��or 14 • • • • • • • • • • • •• •• • • • •• •• 112"MAX.OVERALL FRAME WIDTH 111 1/4"MAX OVERALL FRAME WIDTH 371/4•MAX 371/4°MAX, 37112°MAX, 371W MAX. 74°MAX FRAME WIDTH FRAME WIDTH FRAME WIDTHFRAME WIDTH FRAME WIDTH 35 314"MAX 38 318°WRH 35 314"MAX *- 35 314°MAX 35 314°MAX. PANEL WIDTH ASTRAGAL PANEL WIDTH PANEL WIDTH PANEL WIDTH n 8 B7E SEE DETAIL A pp immOT 8 SEE DETAIL A SHEETS 9 D: OTE 8 m 0 SHEETS r y to .71 MAX 211/8° 21118 a W� 21 1X° X 21 MAX. 1 1X D.L.O. p „ 2 OY. MAX X. fuW;�� '�'Q, 'y s p D.L.O. ILL D.L.O. D140. r = WIDTH WIDTH WID oT id ' f: z O cn a Im. ® I � 9 NO ® NOTE 4 NOTE 4 gQ a k g P` NO 2 NOTE 2 a NOTE NOTE 2 NOTES NOTE 0 NOTES \ p Ay lov FIXED INACTIVE ( ACTIVE FIXED FDD(EDD L 11 m L 11 OTE 4 OTE 4 SEE DETAIL B OTE 4 �T�� OTE 4 t}� MULL P03T SHOWN DBL-BACK SURFACE BOLT }{ a MULL POST S S SHEETS JAMB MULL POST OPTIONAL til i SURFACE BOLT 4 SEE NOTE 3 SEE DETAIL B o DOL43ACK JAMB MULL SHEETS Ix O id POST OP710MAL SEE NOTE 3 112°MAX OVERALL FRAME WIDTH 37114"MAX 371/2"MAX: 37114°MAXTRI UNIT f0]�OR g O TR!UNIT(gip (X241 FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE:1/r=1'-0" SCALE 1/2°�I'0" SEE DETAIL A 35 314"MAX 35 314"MAXPANEL WIDTH PANEL WIDTH SHEETS OTE 8 NOTE 8 ! o 21 1/8 211/8' 1118 NOTES: MAX. MAX. 1-ALL VIEWS FROM EXTERIOR. i D.L.O.DD O. D.L.O. 2-MULL POSTS 8 DOUBLE BACK JAMBS ARE INTERCHANGEABLE. WIbTY WIDTH (SEE OPTIONAL CROSS SECTIONS) �-m _Ot' 3 RF oR��LT NOT REQUIRED FOR APPLICATIONS REQUIRING = 4-MASONRY AND CONCRETE INSTALLATION DETAILS, a ® j Gi 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, NJ ® LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME NATE 4 a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL 1� NO • • • • • g CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, `w SEE SHEET 8 FOR DETAILS. �a NOTE i • i to • i i ' 6.FOR VERTICAL ANCHOR IN 1X BUCK OPTIQ14)N ' • • • 0/• • MASONRY/CONCRETE,SEE SHEET 6'plZ $, m •• •� • • •• dr z Date: 8H2ro8 FIXED J ACTIVE FIXED °B + , /(� AS NOTED { .!' otim er WBO SEE DETAIL 8 N 4 i .00 �tnc 9.1 Do p•,�.; S.FREY SHEETS 3URPACE�QI�T • • My ELF�s'jslipWN•• �umi(oxo) FWft P.f1tePEE.'Ift 88455 OP4*MNa SEE NOTE 3• •• DBL-BAQK dAMB MYU. 4��112"„1'4F 127 W.Fetrbonks Ave,Ste 438 32789 JW122�8 ••• • ••POST OPTIONAL••• • FSPE CCeed..`Park,adrw i amen#2852 sxeat2� 1a T t' • CD 9 off O LL ' 74 MAX,OVERALL FRAME WIDTH zLLI T 72 1/4"MAX.PANEL WIDTH 35 3/4°PANEL WIDTH 74 We MAX,OVERALL FRAME WIDTH SEE DETAIL A 371/2'MAX a` 35 3/4°MAX MAX. SHEETS FRAME MOTH w 27 2 SEE DETAIL PANL WIDTH PANEL WIDTH SEE DETAIL A 36 .MAX "� �>Y IL WITH_ fSHEET 8 SHEET 8 PANEL WIDTH im ASTRAGAL OTE S 7----- OTE S OTE III 8 21 1/S° 21 IV �21 IV �2111B° D.L.O.AX D.MAY/0 211 JJ a O• WIDTH )9liDTN O DLJ O. v 0 p N 4 ® N 4 NO ® O 7 i=} 8 9 o $ n�NOTE 6 NOTE 2 \ NOTE 4 N 4 OTE 412 n aI \ / OTE S dp OTE S $ ++ IO OTE S ACTIVE � —INACTIVE ACTME � •LIVE OTE 4 OTE 4 3URFACE BOLT SEE DETAIL B SURFACE BOLT Q)WN0TE4 ABTTiAGAL SEE NOTE 3 SURFACE BOLT SEE DETAIL B SHEETS SEE NOTE 3 SEE NOTE 3 SHEETS SEE DETAIL B O O DUAL UNIT {OX) OR fXO) SHEET S SINGLE UNIT {X) Dt1AL UNIT (XX) SCALE: 1/a" =1'—O" SCALE: 1/2" =1'—O" a scALe: 1/a" =1 0 NO S: 0 •• ••• • • • • • �- yIEOS:Itgp��ScrERIOR. • • •42-#AUhL POM&DOUBLE BACK JAMBS ARE INTERCHANGEABLE • • • �sEeO` SECTKSNS) �• •• ••• •••�"D�o ToV REQUIRED FORAPPLICATIONS REQUIRING t m Oz 4-MASONRY AND CONCRETE INSTALLATION DETAILS. DATE 8/12 S-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, eca•AS NOTED ••• • L%TCH JAMB Oil SIDBI.ITE JAMB WILL BE THE SAME -- 000l • • MEC 88 OPENING TYPE.FOR HORIZONTAL {`�� > wm•er: WBD ••• i • •• TJ I fI�1 UCK OPTION IN MASONRY/CONCREfE, �ttr°o. S.FREY •S R ET&JLS. rEv ~ CWo*P.. N.. DWMND. flwWo'P.E. No. e.Ste ••• • ••rS^FOR VERTI6pL00.NCMDR IN 1X BUCK OPTION IN 127 W. Foirponke Ave,Ste 438 JW122008 MASONRY/CONCRETE,SEE SHEET S FOR DETAILS. Wtoter Pork,Ft.32799 FSPE Cert. of ADthoMntroe #285:1am 3 of 14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 105'MAX OVERALL WIDTH 161t MAX 88112°MAX OVERALL WIDTH 37 t/2°MAX SEE DETAIL A FRAME WIDTH 16 V2'MAX 74 MAX FRAME WIDTH 6 3/4' 38 9B" SHEETS 14, FRAME WIDTH 38 318 WITH 38 3K MAX FRAME WIDTH MAX. WI ASTRAGAL MA WIDTH 14 MAX DETAIL A 35 31V MAX o D.L.O. OTE 8 NOTES PANEL WIDTH NO 8 DET A PANEL WIDTH SHEET 6 PANEL WIDTH 6 314" SHEET 8' r(i)i MAX D.L.O. OTES. OTE 6 m O NOTE 2111 f�11t6" F 1908°2 MAX.D L.O. MlUL D.LO. 2 11/8° per, O1+- MA)fi D.LO. DLO p LUnWIDTHw 13 0 NO O N M _ Uj M d N � >� 4 O NOTE 4 NOTE 4 O O p NOTE 4 0 E4a N j 9 9 NOTE NOTE$ T25 I ' All / 6 INACTIVE ACTIVE FIXED 9— 4TM INACTIVE ACINE 1 OTE 4 SURFACE BOLT W N 4 SEE NOTE 3 OUAO T [ XXO} w O ASTRAGAL — �—��p NOTE 4 SURFACE BOLT SEE NOTE 3 SEE DETAIL B SCALE: 1 UNI/2 =1 -0 NOTE 4 SEE DETAIL B SURFACE BOLT z SHEET 8 ASTRAGAL SHEETS SEE SHEET 6 SEE NOTE 3 } SINGLE VENT UNIT (X) 88 t/2°77AX.OVERALL WIDTH 53°MAX OVBI)kU W®7H T SCALE: 172" 37112°MAX 15 92°MAX 371!2°MAX. SCALE: 1 2" =1'-0" FRAME WIDTH FRAME WIDTH FRAME WIDTH N 6 35 314 MAX 151&MAX 14°MAX PANEL WIDTH 35 X4"MAX' 5 314" PANEL WIDTH FRAME WIDTH PANEL WIDTH MAX D.L.O. 14"MAX NOTE 5314"MAX D.L.0. SEE DETAIL A TE 611-1 PANEL VMTH SEE DETAIL A SHEET 8 SHEET 8 \,,� � NOTES: N �`' .I- M \O. 2-MULL VIEWS POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. ROM EXTERJOFL MAX\.LO. (SEE OPTIONAL CROSS SECTIONS) tt� O 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING O OP-45 OR LESS. ul 0 ! OTE 4 4-MASONRY AND CONCRETE INSTALLATION DETAILS. a 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, o NOTE 4 O NOTE 2 N 4 O z it LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME c O O CR0389ECTWREGARDLESS NMIOXBUCKOPTKIOPENING T�EMA¢ NRY/CONCRETE, o NOTE NOTE 4 ••'• ••: i,�,s• • g, SEE SHEET 8 FOR DETAILS. PIYT I $ 6-FOR VERTICAL ANCHORIN 1X BUCK OPTIOI�IN NOTE 6 / $ •• •i • • MASONRYICONCRETE,SEE SHEET Q. •)ET ao Z •• ••• • • '0,11 'V or 5 ams 8H2X8 AS NOTED SEE DETAILB D ACTIVE FDOD F D ACTIVE .-1 /0 —.; y� SHEET 6 • •••SEE DETAL B Kri S. (•�� axer S.FREY SNOTE 4 j • SHEtT j i (! .NOTE 4 CoriWorks LLd. FkwWo P.E.No. W455 VPAWNGW� MOTE SURFACE BOLT •L�UAL! 1 [ OR:()�) • • URFACE BOLT 127 W. Fokbonke Ave,Ste 438 MY1 WiMor Pork.FL 32789 SEE NOTE 3 SCALE: 1 2" =1'-0 ••BCALi 1 2 •sll 0"• E • SEE NOTE 3 FSPE Cert. of Authorization ®2852 ;.4 ••• • • • • ••• • • • • • • • • • • • • • • •• s• • • • •• •• MIN. 1°MIN 1° 1'MIN 1° bm DESCRIPTION Metww MIN. MIN. 1"MIN 1 HINGE JAMB 1 U4°x4.8t8°FNG13WNTTA PIN NE *$ �� 2 HEAD JAMB I lg'4618°FNGERJOINTED PINE 3"18 OTE I mLATCH JAMB 1-1/4°x4-W FNGERJOINTED PSHEET 6 SHEET 8 P z 4 SIDEUTEJAMB 1-9t4°x4.8AS'FlNG 3t 101NTEp NE 9PIKE 6 #10 PMLUPS FLATHEAD WOOD SCREW Wm1'11Pr MIN.EMBEDMENT STEEL Pj 29 Z9 29 6 4°x 4°BUTT HNGE 12GA..089"MIN) gTEEp q 7 FL P8 A WOO SCREW m 2 Pow 22 B x 1 UY PHILLIPS FLATHEAD WOOD SCREW STEEL Z 9 319 ITW BUILD TAPCO WITH 1114-MN.EMBEDMENT STEEL 10 COMPRESSION WEATHERSTRIP 81SI YL VIN 47 11 AF 7 G R SILL 8083 JPV SEE 2 A 18 SEE DETAIL A 37 36 3 —'� 12 DOUBLE BACK JAMB,LAMINATED VENEER WM13ER VL LVL 10 SHEET I2 13 WRIMASIRAOAL GLOBAL TAa"17 8083 AL ALUMINUM n 31 18 SEE DETAIL 18 14 #8 X 1'PHILLIPS PAN HEAD MEET METAL SCREW STEEL W n = 31 A SHEET 12 15 ATA STRIKE PLATE-R4 GLOBAL PRODUCTS) STEEL th D- 30 45 46 30 18 TOP RAIL HATED VENEER LUMBE G=086 LVL 30 17 BOTTOM RAIL 25GA 0.01 GALVANIZED STEELSTEEL 18 KNOE SIDE STILE HATED VENEER LUMB MIN.G=0.55 LVL 21 31 19 LATCH SIDE VLUN. _ 65 LVL 40 LOCK BLOCI(1. X31/8° 12'LG PI PI -MN =0.65 PINE 1.00°OA 2021 OOL UP-LITE FRAME OA 07-0214.E PLAS71C INSULATED 1,00s OA 22 1.0(r CA INSULATED TEMPERED GLASS GLASS TEMPERED Q1A33 p TEMPERED p O 23 16 Ga.71`18° x 2"LONG STAPLES 24 CORRUGATED NAIL U2"x 1 1h 26 GA I y STEEL 26 KWOBET LOOKSME84M STEELq O W _ 28 KWKSET DEADBOLTSERIE8980 STEEL g W Lu 27 IS x 21R'PHILLIPS FLATHEAD WOOD SCREW m 12 SEE SHEET DETAIL A 7d SEE DETAIL AEd STEEL z g C7 7 o SHEET 7 f _ 29 N SHIM U4° THICKNESS WOOD cut z r 30 ANDED POLYSTYRENE 1.0 TO 1.25fbe DOSIM MFG BY FOAM 8 v Id 31 STEEL DOOR PANEL SKIN MATERIAL((225 GA GAL.VANLZED) STEL 5 3 O 22 31 A-625 COMMERCIAL QUALITY 0.016'1dN.THICK) VANMED a 32 VINYL DOOR BOTTOM SWEEP 21 VINYL 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEO PLASTIC �� .• 'r::. SETTING ON TOP OF THE SILL,BEHNDTHEWEATHERSTRIP wed 34 08 x I 11r PHILLIPS WOOD SCREWSTEEL m 43 36 SOLID MULL POST(LAMINATED VENEER LUMBER MIN. =0.65 LVL 31 30 318°QUARTER ROUND MOULDING-MIN.0=0.65 WOOD 10 31 40 37 SILICONE BEAD DOW 1199 SILICONE w 17 *NOT APPROVED FOR 36AFCOA+198THRESIIOLD OPTIONAL 6083•T5 AUCOMP. O •NOT APPROVED FOR 17 WATER INFII.TRATICXtl ASTRAGAL THROW BOLT STEEL ROD.SJ18 DIA x 18° STEEL o *NOT APPROVED FOR 32 WATER INFi1 TRATION 40 IVES SURFACE BOLT 11`454 8.0°L X 314'W X 1W THK STEEL V O y WATER INFILTRATION 44 41 ODL MODEL 799 VENTED HALF LITE OA 07.0801.06 PLASTIC 10 42 1x WOOD SUCK GRD 2 SOUTHERN YELLOW PINE-MN.G e 0.66 38 11 32 WOOD 38 11 45 48 �>�° 43 3I7C BOLT 10 32 X 1-9178 LG X6/18 BARREL —STEEL ! • • 44 IVES SURFACE BOLT SPACER$ STEEL NOTE 1 •3 • • IVES SURFACE BOLT STRIKE PLATE STEEL 40 SHEET �::;::��--- • • • •: �;:•:;.- ':;.:• • ,� • 000 • 46 #8 X 314'LQ FLATHEAD WOODSCREWS FOR STRIKE PLATE STEEL S 'y p• • '�, 47 N BRAD NAIL 16 GA.t�W O.C.(HEAD)5'O.C.(JAMBS) STEEL m Q Z 1. h 6 1' 1°MN 28 _i m w MIN 1'MIN 28 g 1° 28 HEET 8 nares 9V120B MN • ••• • • •MIN, 1°MIN ppraveuesamptplaga8bgo s�A6 NOTED VERTICAL CROSS SECTION, • • • • • �"" Cade �a'N--14 wam.... WBD A ACTIVE DOOR TYP. VERTICAL CR&S AECTIN, • • • •VT TIWt CROSS SECTION, Krtstmb 5 rty $.FREY 310E UTE TYP. •• • • • • • • 3URFAICE BOLTS TYP. �k �•t•0• 6 WOOD FRAME INSTALLATION • •- • • • �i Florido P.E. No. 68455 a•nwexsxa SCALE:3'=1'-0' T WAD FRAMEYVBiAL LATS••• • • FRAME INSTALLATION 127 W. Folfti a Ave,Ste 438 JW122DOS SCALE:31=1'0° SCALE:3°=1 0' E Certr of�Authorao w9#28520 suer 6 of 14 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • V MIN.EDGE VIOL EDGE 1°MIN. DISTANCE rY DISTANCE �1•MIN.EDGE I"MIN. 1°MIN. DISTANCE yj 1°MIN. 9 28 42 OTE 2 9 28 42 OTE ..'a." .:u•<' :e : e � � -. 9 � 9 ?OLS L O A ae li 281 1 ee a 28 A 0.2 42 Z 2 N 2 L2F LL _ 2 r 29r 2949 9 S 16 38 47 ch LIJ to a SEE DETAIL A SEE DETAIL A SHEET 12 10 31 SHEET 12 sIIEET to �jp A `:�i�'; t•MIN.EDGE 30 30 31 DISTANCE 1•MIN.! EDGE C /^D/�^� DISTANCE 71 A RO S TrnN— %VERTICAL CROSS-SECTION 21 6 FIXED UNIT 1X BUCK OPTION IN \6 OPERATING UNIT 1X BUCK OPTION IN . 21 MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL SCALE:3°-11 V SCALE:31='P-0° 1.00'O.A. 1.00°OA. � INSULATED o INSULATED TEMPERED GLASS p TEMPERED C31A33 PANa 1 �F \ �j 0 / �� EPANEL \ .. x SEE DHEET7 SEE SHEET7 22 a t "g 0 21 / 22 \ i / DETAIL A SURFACE DETAIL B SUR�FAGE L02P DATION BOLT 802�10o LOCATION 30 =I SCALE v� 31 31 NOTES: yt�n~W 10 17 1. FOR ANCHOR SPACING(ITEMS#S OR#9),SEE SHEETS 9,10,&11, "C SNOT APPROVED FOR "NOT APPROVED FOR 17 2 IX MAYBE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS a WATERINFiWATER INFILTRATION 7-:., 1. 37 32 SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET 8 :.,,... 38 11 MM •i, •: • .A. 3 •• 3. TAPOON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW 38 11 IN • • • CONFIGURATION. • a}:.;>; `.' • 4 • . OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMBrj AS LONG AS MINIMUM EMBEDMENT IS ACHMM. v32 • •• 1 e •y`_' Y m Z a.4 MATE 8112106 .4— 9 ° it Z • •• A.. • 8 avoanplyl6 t t*f a�tE AS NOTED —�I •�i 1" • i 1iI i • i Alto )U� �Q Dmw. WBD MIN MAIN �•0-00 • •• i IN. •• • i i �awi k+a S. ooYgherty owc er S.FREY CertWorkg LL. �1 VERTICAL CROSS SECTION ACTIN DOOR TYP •• •VERTIOGIgORO3O SECTIOBIABIDE LME TYP Florkb P.E.No. 88485 0I01Wmm. By 127 W. Fokbankg Avg,Ste 438 JW122008 MASONRY AND CONCRETE INSTALLATION \HIJ MASONRY CONCRETE INSTALLATION Winter Pork. FL 32789 SCALE:3"�1 0° SCALE:7-11-W Cart, of Authorization #28520 MEET 8 OF 14 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4 MAX. MIN.EMB. -gH019 SEE DETAIL A SHEET 12 183 1 t0 18 3 30 1In SEE NOTE 3(8f 0 T— Z. 1% NOTE 2 NOTE38 8 6 7 INACTI)JE EXTERIORACTWE 7 - EXTERIOR EXTERIOR EXTERIOR EE NOTE 2 NOTE 4 HORIZONTAL CROSS f—B"i HORIZON SECTION HORIZONTAL U. A HORIZONTAL CROSS SECTION2"=1'-0" TAI CROSS SECTION 7 SCALE: 2--1'-0- \,7 CROSS SECTION 7 MASONRY & CONCRETE INSTALL /SCALE: 2-1 SCALE: 2--1 SCALE: 2"-9'-0" 6W r, SEE DETAIL A IW MAX SHEET 12 ld x 114-MMA& 1/4"MAX OTE 4 3 (L WS M I Ire SEEDETAILA SHIM 1 Ilr HIM SEE DETAIL 1 MIN.EMS, SHEET 12 MIN.EMS. SEE DETAIL MIN,EMS, SHEET 12 SHWM-ET 12 (kISEE NOTE I 5 SEE NOTE I AOR SEE III g SEE NOTE OTE I EXTERIOR 8 EXTERIOR 7 8 8 HHORIZONTAL CROSS SECTION vj EXTERIOR 7�\ Hog HORIZONT, SECTION /-G,\ 0-CROSS SECTION SCALE: 2"-1'-0"WOOD INSTALLATION No WOOD:INSTALLATION 2§:k HORIZONTAI CROSS SECTION \-7-J MASONRY CONCRETE INSTALLL7J I" \.�7 WOOD INSTALLATION SCALE: 2*-l'-O* SCALE _O 10 SCALE: 2"=1'-0" 3 8 19 31 30 2 L6 z 114" 1/4'MAX 19*MAX 1 MIN.Mo. SHIM 4 SEE DETAIL T.. SHIM V 0 SHEET 12 SEE DETAIL A 4 SHEET 12 7 N 2 WMRIOR SEE NOTE 7 EXTERIORHORIZONTAL C 8SS SECTION EXTE0 . RIOR \j_/SCALE: 2--I*-R 9 EE NOTE 2 SEE 2 n \ HORIZONTAL NOTEM EENOTE 4 \,Z,,/SCALE: 2"=1'-O" 1.FOR ANCHOR SPACING(ITEMS 96OR1191SEE SHEETS 9,10,41ift 2-SPACING FOR M FROM TOP OF SIDELITE DOWN(SEE SHEET 10� 140RVSMAL CROSS SECTION (Z HORIZONTAL CROSS SECTION 3.ASTRAGAL SCREW PATTERN SPACING FOR m. D INSTALLATION \,UMASONRY & CONCRETE INSTALL FROM BOTTOM:11r.21.3 W,w.24 aW. SCALE: SCALE: 2"=1'-0" FROMTOP:11r,T,3I r,20e,243 W,39% 1114' 4 EE NOTE 4114"MAX 4.LX MAY BE UTLMD AS AN OPTION.FOR VEUM SECrWM SEE DETAILS MIN. ,/4°MNL M S SEEDETAILA SHEEr 6. HORM(WAL$15MVIS:DETAILSIZ'M SHEET\AAV F 6.TAPOON MASONRY ANCHOR SPACING SAM AS WOOD SHIM SEE DETAIL A ANCHOR SCREW OONFWRATION. SHEET 92 • &;;,,: : — —412'MIN GLASS BITE 1 98 99 SKJOVNE S.OPTIONALLY.ANCHOR CAN BE RACED IN NARROW., 10 18 31 LONG AS ACHIEVED. SECTION OF HEAD OR JAMB AS 1/8TEMERED GLASS 4 RSPACE 8(12108 1 10119,69 V* a a 7 •AS NOTED 0 WBD 9 0 0 Central amay, S.FREY (yJHORIZONTAL CROSS SECTION /-N-"\HORIZONTAL eROSS StCTION •. . . • Fkwldo P.E. No. 58455 MAWMKD. MASONRY & CONC -ALL —• :GOAzi G rtTAjL?A JW 122008 RETE INSTALL \-7-J WOOD INSTALLATION 1/8'TEMPERED GLASS By 127 W. Fairbanks Ave.Ste 438 SCALE: 2"=1'-0" SCALE: 2*-1'4Lf3* W;ALE: qvv-OO- Winter Park, FL 3 Cart. of Authorizatio2789n 028520, —L7 -14 rMTE ,IM SEE DETAIL A 19"MAX SHIM - SHEET 12 CD > Ix _j 0 2 M.TrPJOR SEE NOTE EXTERIOR SEE NOTE SEE NOTE 2 SEE NOTE EXTERIOR NOTE 2 HORIZONla C EXTERIOR S SECTION B HORIZONTAL SECTION /*�D LL \,V SCALE: 2"=c1'-O- \,V SCALE: 2"=1'-O" -"1 NORIZOND SS SECTION HORIZONTAL CROSS SECTION f C MASONRY & CONCRETE INSTALL SEE DETAILA 1112' 5 SEE DETAIL A 1114' \_BJSCALE: 2"-1'-0" SCALE: 2*=1'-0" SHEET MIN.EMS SHEET 12 - Mitt EMS. ul 1 3 4 3 00 Y CL gig uj 9 2 1 EM13ED 01 4- SEE DETAIL A 7 6 A! 8 12 F�CTERIOR 1W EXTERIOR 1 lu SHIM SHIM SEE OR Ig ORIZONTAL CROSS SECTION Z)HORIZONTAL CROSS SECTION 1_G____�HORIZONT4I_ CROSS SECTION \,V WOOD INSTALLATION 'MASONRY & CONCRETE INSTALL \_8SCALE, 2--l'-0- E SCALE: 2*=1*-0" SCALE: 2"=1'-0" LIORIZONTAL CROSS'SCTION rLtdo \_5_/FIXED UNIT 1X BUCK OPTION IN id I 1w. 1 wr SEE DETAIL A MASONRY & CONCRETE INSTALL 2 MIN.EMILL SEEDETAILA Im SHEET"12 01 EMS 114"MAX SEE DETAIL A SHEET 12 MIN. SHEET 12 (LEFT-HAND ANCHOR SHOWN,RIGHT-HAND ANCHOR SIMILAR) MIK EMB. SHEET 12 31 I/Ir x I PERED 21 IIU ii n2l 1114'RaN 4 E TEMR EXTERIOR aI SEE DETAIL A XI 12° EMBEDMENT t 6-7• @IAI�' ACE OR 14" 3 NOTE SHIM SHEET 12 MODEL 799 VENTED HALF LITE HORIZONTAL Hopi SECTION CROSS-SECTIO "TIQ \, WOOD INSTALLATION 8 MASONRY & CONCRETE INSTALL V WOOD INSTALLATION 9 W 9 . . SCALE: 2*=I'-0" SCALE: 2*=1*-O" SCALE:2'-11(r 29 9 EXTERIOR V MIN.Era SEE DETAIL A NOTES: SHIMMAX SHEET 12 doI.FOR ANCHOR SPACING(ITEMS 05 OR#q),SEE SHEETS 9,10,811. HORI-70NTAL CROSS SECTION 11w 0•2.48PACINGWOR*3 PROM ce qrsp OF SMITE DOWN(SEE SHEET 10). OPERATING UNIT 1 X BUCK OPTION IN 3.*A41RAQAL4CREW1PA7fiERN SPACING MR#13: MASONRY & CONCRETE INSTALL • 4FR@M VOTOOMF".2'.V117,20.24 34'. (LEFT-HAND ANCHOR SHOWN,RIGHT;-HANpPA.VMR SIMILAR)_ 2%%11rW,24 314.3V. id 4.IX MAY BE UTA RM AS AN OPTION.FOR VER17CAL SECTIONS,SEE DETAILS GATE 0112M 8z COs ov�m AS NOTED 4 1: AIRSPACE SHEEr 6. HMMNTAL SECrjQ\S.DETAnS SHEET& WIV G.TARCON IRASONRY ANSHORSPACINe SAME As wooD OD 2@6r o '10 S.I+f 0 — o 0 ANj1HC:SfREW`CONVU:AjX 9". DILLOth SMHIM MODEL 799 VENTED HALF LITE* ARY cmxw. S.FREY /T\HORIZONTAL I SECTION 00 0-OFTIONRLIJW,AINCHOR CA191380PLACED IN NARROW Florida P.E. No. 68455 cph"mam. 127 W. Fairbanks Ave. Ste 438 MASONRY AND CONCRETE M�IkIO&• MICIRIPP HEAD;fp@1g8 LONG AS MINMNUM EMBEDMENT IS ACHIEVED. Winter Park.FL 32789 JW12Z= SCAUE---11-T 18PE Cert.Of AUthodz*tlon#28520 sereer8 of 14 SEE DETAIL E SHT.9 SEE DETAIL A SHT.9 —� SEE DETAIL A TD SEE DETAIL A SHT.9 6"TYP —SHT.lo r �4o3... p) g"�. Q> 1 8`TYP SEE DETAILD SEE DETAIL A 9°TYP m O DETAIL A �SEE TYP 3"TYP 1 SHi.10 S"TYP TSHT.10 Q 2f x Iltllll I SEE NOTE 2 i n a. L 3 " , I P77oN( (WOOD I I AU) 3 _ $ (WOOD INSTALL)g I _ (MASONRY INSTALL) g SEE DETAILS (MASONRY INSTALL 9 72" $ Tom' ` Siff.10 _ I I ? I SEE DETAIL F J t=NRN`7'14S'LTLL) I 1 I I 1 1 1 I 1 ! I I I i I I t I I I \ Q m o SHT.9 ANCHORING LOCATIONS Imu OUTSWING SINGLE UNIT (X) / SEE DETA0.B i SEE DETAIL B SEE SCALE: 3/8" =1'-0" SHT gkTA1L C SHT,10 SEE DETAIL C SHT.90 2 n O ANCHORING LO TI NS DOUBLE 3�'9 ANCHORING LOCATIONS DOUBLE Z T W OUTSWING UNIT WP1 SIDELITE (XXO) OUTSWING UNIT (X g$ SCALE: 3/8",=1'-0" SCALE: 3/8" =1 —0 3 NOTES: ;NOTE NOTE? 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR 7AND EXTERIOR SURFACES AT SPACING 94MK +/-1", FOR TOTAL OF NINE FASTENERS PER SIDENO7E9 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBSONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. N01 ° 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS. u� 7 --� 4. SEE SHEET 10 FOR SIDELITE FASTENER LOCATIONS. O DETAIL C5. SEE SHEET 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR n Q LOWER SURFACE BOLT STRIKE PLATE LATCH & DEADBOLT QUARTER ROUND MOULDING ATTACHMENT. t5 DETAIL A DETAIL B & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED a UPPER SURFACE BOLT STRIKE HINGE DETAIL SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0" AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT PLATE & UPPER ASTRAGAL SCALE: 1/2" =1'-0" LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN c BOLT STRIKE THE FIELD. SCALE: 1/2' =1'-0" •• 000 • • • • •• 7. TOIL AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. 7 45 • • i i i i SURFACE BOLT HOLES ARE ALSO-DRILLED AT.FABRICATION WHEN • • • • ••• • BOLT LOCATIONS ARE DETERMINED. STRIKE Q PRATES ARE ATTACHED O••• • • • i o ••• IN THE FIELD, m<z VAIs: 8N2/08 �NO:17- f tAS NOTED a8 •�• : • K + py © mew WBD• "-• • • • • • CertWaras ub� mKVr. 3.FREY DETAIL E AT HEAD •i i• DTA{L•F /IZ' $LL• •• f FlorWa P.E. No. 4 mrA 6wn SURFACE BOLT PLATL••• • SURPACE BOLT PLAT[•• • 127 W. Fairbanks ave sta a38 ,)W122p08 7 1 SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0' E1C Cort. of Aua•rier Park�,im2V @2g52a �er,�,ag 94 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DETAIL A 8E ET E SHT.8 8HT.8 SEE DETAIL C SEE DETAIL D 7DEETAIL C8°TYP 8HT.10 8HT.10g°.� SEE 9°TYP 8°TYP S° SEE DETAIL DETAILA8°TYP 8°TYP SEE DETAIL A TYF' D SHT.10 SHT.10 31 TYP 3°Typ BHT.90 r SEE n Z 0 F-1—1v1 I i I DETAIL DLL Cm 1 2° SHEET 8 Z� U' t 1 11 I I I III 111 432- -4r� BEE; 2* — WMULL POST SEE NOTE 2 3r SHEET 8C'�MTSEl —42°I OPTIONAL — iDBLJAM88 — OPTIONAL —W {WOOD I ALL) g —82" I {WOOD INSTALL)S I —821 I — � r {MASONRY I ALL g i LVASONRWY INET i 8 ITYP 7� I t I Ii1 III 11 rI1I I�+ I If,I I III I I I I I I 1I*1 f 1^ / DETAIL 8 LATCH AND HINGE MULLIONS r3 F SHT.10 SC FOR ALL FRAMES ... ... ... ... SEE DETAIL B SCALE:1/2"�I'•0" SHT.10 SEE DETAIL F 595 a SHT.8 ANCHORING LOCATIONS SINGLE 3$p tj SEE DETAIL C .ANCHORING LOCATIONS DOUBLE } o SHT.9 O�NG UNIT W12 81DELITE(UM) SCALE:318°a1'4r _•e 80°MAX / 23 O.C. THREE(3) X 40O I 24 N-� 2 °ANCHORS 2 1 3 4 i 2 ) 1 3 4 I!I }m 2 — DETAIL A DETAIL B 40 3 TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS 8.0'MAX \ SCALE:1-IPE°=1=0° SCALE,1AM-1-W ti O.C. 35 �! ` NOTES. } 23 1 3 4 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR 4 O AND EXTERIOR SURFACES AT SPACING SHOWN,+14°,FOR t7 TOTAL OF NINE FASTENERS PER SIDE, a 24 11 \ 2 CORRUGATED FASTENER$ARE UTILIZED ON DOUBLE BACK 23 23 JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE BHT 10 FOR LATCH AND HINGE LOCATIONS. 4.SEE BHT 10 FOR SIDEUTE FASTENER LOCATIONS. ••• ••: ••• : ••• S.SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER Q • • • • • • 24 1 ROUND MOUNDING ATTACHMENT. •• • • • • • 8. ALL VIEWS FROM EXTERIOR. O i •• • 13 • • \ °D z DAs: 811 a3 MtaR• L� (r� ecAte AS NOTED DETAILD� '[ `_1 • ••• 27 • • • � aeo.er: WBD STAPLE LOCATIONS BRAD LOCATIONS • • • • • • • • S. Dough" TYPICAL FOR ALL 510ELITES TYPICAL FO�ALL SIpELITEfB THREE($)#8 X • C • • • TYP FOR DOUBLE BACK JAMB dflc or. S.FREY SCALE:.3/8° = 1'-0- SCALE: 3/8 1'-0-° Ij2° FIQRS • TWFORMULLVOST• • SCALEI-112°=1-0° norido P.E. No. 88453 ate= • ` .' +tom• t27 W. Fotrbonko Ave,Ste 438 ,n(yi ••• • ••• • �'� • —'" Winter Pork, FL 32789 CerL of Authorization 528520 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r ® r SEE DETAIL A S"TYP SHEETS SEE DETAIL A SEE DETAIL A 8"TYP SHT.10 31 TYP SHEETS r TYP SEE DETAIL D 9" -�{ 9"TYP P� 3.TYP SHT. � r tD 8°TYP +� S°TYP SEE DETAIL A m 1 1 1 i 11 1 4 l I 1 i 1 I 2,1 3'TY, CJI 3°TYP �SHT.10 V 11 I 111 111 I Z u LL SEE DETAIL C I I 22� i Z aa jE ap SHT.10 - SSEE HT.10 C - SEE NOTE 2Lu x .I L '7 l0 Y d I DBLJAMBS MULL POST I ,�, -.N- MULL POST (WOOD NSTALL) +i (NASO�INSTALL) 8 i _ I _ k, (WOOD INSTALL)S I I I I ! I I I 11 1 (MASONRY INSTALL)9 1 I II1 I II Ilfiyp 1 ... .. .... SEE DETAIL B SHT.10 SEE DETAIL B SEE DETAIL C SHT.10 tu N-� SHT.9 ANCHORING LTATI NS DOUBLE w OUTSWING UN''II Vj 2 SIDEUTE (OXX01 SEE DETAIL C t� SCALE: 3/8" =1'-0" SHT.9 ANCHORING LOCATI NS DOUBLE p� SEE DETAIL E OUTSWING UNIT WP 1 SIDELITE [QXXI SEE DETAIL E SCALE: 3/8" =1'-0" SHT.9 SHT.B S"TYP 9TYP SFJ=DETAIL D F51TYP m SHT.10 Ir TYP. 9EEDETAILA ' SEE DETAIL A 8r TYP. 3'61 TYPI r cSHT.10 3"TYR r `9HT.10 I I I t I NOTES: SEE DETAIL C 2" I 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN,+41",FOR SHT.10 SEE DETAIL C - F of TOTAL OF NINE FASTENERS PER SIDE. y n 2 - SEE E 2 SHT'10I - 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK t)o DBL JAMBS ^32" w M POST JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. tot OPTIO - _ 3, SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. a U 2" 4.SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS, c S.SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER MULL POSTI DOD INSTIUlMOUNDING ATTACHMENT. •• ••• • • '• • RY INSi )Al 9, ALL VIEWS FROM EXTERIOR D INSTALL S -.62- • • • • • • • cf • �y (MAD:4RY INSTAL,)8 72 •• •i ••i i i i•R+ • TYP TYP • • • • • • • dp<z •• ••• •• • • • I l l t l i III - I i l l l 1 1- l aax� 8H2108 83 SEE DETAIL B SEE DETAIL B e (�r �AS NOTED ® SHT.MO ••• • • • SHT. p �.t�(y)�o t owAaew WBD SEE DETAIL F • • • • • • • • • ' tk S tbugherly cmer. -8 FREY • • • • SEE DETAILPF CertWorks LLMC SHT.B •• • • • • • N� (%GORING LOCATIONS SINGLE tloAdo P.E. No.88455 ANCHORING LOCATIONS SINGLE • •• • • • our ING UNIT W� 1 SIDELITE (OX) 127 W. Fairbanks Ave.Ste 438 JW122008 OUTSWING UN W�2 SID ELITECOXdtSIDELITECOXdt•• • ••• • • • Winter Pork, Fl.32789 SCALE:SeAtv. 348" 3/8" -1'-0" Carl of Authorization 828520 exor11 on 14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r 21/1° r El • II-118°(NpN) ab 318°9J16°--1 I I 1 ~ t �- � ita > OC 1 AM FINGERJOINTED PINE j 1BUTT HINGE OPTIONAL OUTSWING THRESHOLD OUTSWINO THRESHOLD _�_! m O, 4X4X12 GA STEEL AFCO��pp//gg BUMPER BILL WITS{PINE SUBSTRATE 2 SCALE:W-11 0" SCALE:3'=114" ^&DD 233-0 OUTSWING ADAPTOR BASE X83 T8 ALUMINUMICOMPOSITE PLASTIC O ALL POST 1 1!2° a 3 �✓SCALE 8°=1-0° SCALE:b'=1 0" LAMINATED�V.pE^NEER LUMBER(LVL) ;—e 0. LL 4 SP 'EVAIFRN PINE LU r A B 9 T— I/8°yF -�1 8 1 1 � GRADE 0-SELECT STRUCTURAL ,'�► A L ,318° mmma -9 —11 3v LU LD 1�? fig•,-}�„I-1/8" ��? -h12 N^ A B 1®STILES AND RAILS 1 11/1 1 TOP RAR BOTTOM RAIL COMPRESSION 8/8' 17 STEEL TILATCH SIDE STILE SEAL 880 SECTION A A SECTION B-B 18 LAMINATED VENEER SCALE:W-110 " LAMINATED VENEER LUMBER(LVL) VINYL 13 ASTRAGAL(GLOSAI) LUMBER(LVL) SCALE:3"-l'(r SCALE:W=1'-0" 8083 T8 ALUMINUM a DEADBOLT SCALE:W='I'-0° SCALE:3"=9'•0° \%8083 Tb ALUM E:3'=1' O NOTE: r-3 9/8°-^l ^i 1314°r- �1314*r CUT LE 7 LENGTH 90 Z Y •1/1•% � I I TQ` --11 3w 39 A3TRAGA!BOLT '1 1"�' 32 NE P MATERIAL:COLD ROLLED STEEL L V ZINC&YELLOW CHROMATE (2u FINGERJOINTED PINE /�pDL LIP-LITE FRAME SCALE:3"'9'•0" SCALE:3°=9=0" SCALE 3'-I'-(r I SCALE:3"=1'-0" OPLA811C SCALE:3'=1'-0° ° } NOA 0"214.08 r—r 3/4° d m o� lt 8" Tk 19/32" 2 718°—� O .1 w —T N O O OO L f able" 11/4'MINS SURFACE BOLTS P� L a i 1 IlIVE3 SURFACE BOLT SPACER it n F�3 SURFACE BOLT SCALE:8'=1'-0' IJPLAunc a1 0 4V MMEI. •• ••• • • • • • •• SCALE:3"X1'-0° 92 SCALE:3'='I'-0° • • • • • • • • • LAMINA VENEER LUMBER(LVL) • • •• • • • • • SP61-11 •• INERN PINE • •• • • • • • • • • • • • • • • • GRADE SELECT STRUCTURAL Z 3118°C-SIN NOTE •• ••• •• • • • •• MIN.G=0.88 1-USE 010 WOOD INSTALLATION SCREW W/1.80°MIN.EMBEDMENTrRs WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. 2-USE 08 X 21Y1°�JFH i�WQQ�SCREW�tHE{yIN3TALLINGyVT0&IULLI�VS. m 04 AS NOTED 3 USE 3118°ITFK7/WCONrWCHOR W/1�9t ,M�IN�..EMBED�� • • I C � um.W. WSD WHEN INSTALSI��INTC:CONJRETFFMA,.'i.SUBS Y&TCA*DELITE SILLS. Kr aw S. Oo as er S.FREY cbmal CertWorks LL DETAIL –.A ... •• • • • • • • norido P.E. No. $8458 oaAWPONO-' • ••• • ••• • 127 W. Falrbaeke Ave, Ste 438 JW122008 SCALE: 1�4" =1'^0 E WCete of rrk. Ft.imtb 9 28520 exeer92LOF 14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8-TEMPERE 1/2-AIRGAP 1/8"TEMPERED t� SEE DETAIL A rn - B 16 78 m 6 24 2 / Z � / 1 7 � 1 8 J W � LL aN Q] I 2 3 tJ 5 SEE DETAIL 8 18 t3 ~ 3 LLI �Yd A A 8 4 4 DETAIL A 10 l PANEL-TMAX AT AIL M 21 VERTI�LE CROSS O S CTION (g� 5 VENTED HALF 1/8-TEMPERE 1/2-AIRGAP K I1/8-TEMPERED � iI 9 4 10 Ho $ 2z 11 } OUTSIDE FRAME VIEW SECTION A—R B 75 q p O VENTED HALF INSIDE FRAME VIEW / Jgg9 15 4 16 SECTION7712 11 4 a y VENTED ii LITE 13 1/8-TEMPER / 16 20 1/8-TEMPERED 14 1/2-AIRGAP AIL B 19 78 / GLAZIINNGG DETAIL o O AT MEETING RAIL 55 23 18 INSID VIEW a 0 17 24 22 / 0 8DETAIL D •• ••• �I • • •• •• �Q • • �Y�--i� f • • NOTES; C GLAZING DETAIL • 6LAZIMS IbETML• • • 1. SEE SHEET 14 FOR ITEM DESCRIPRONS. AT JAMB RAIL • ••AT•SIi Ii4IL• ••• • 2 PLEASE REFER TO NOA NO.07-0807.05 o ••• 000 ••i ••L. i i ••• FOR PLASTIC APPROY m Z CATa rV12= scats AS NOTED • • • • • • • • • fib Ima W. v4BD r ewer. S.FREY ♦ • • • • • ► ewm s. ert •• • • •• • • • •• • • a CerOYorke LLC. • •• • • •_ • • • Ftorido PZ N- 68455 OPAWMNR: ••• • ••• • ••• • 127 2 gliW. FaHmnks Pork, Fl. St 438 JW122008 89 DK Cert. of Authorization#28520 st•e13 as 14 • • • • • • • • • • • ••• ••• ••• • •• •• ••• ••• • • MATERIAL UST (VENTED HALF LITE ONLY) 090 0 ITEM PART NO. DESCRIPTION QYT MATERIAL U 0~C 1 1 679 7-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 Z <tgco'1 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 y 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER M 5 16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY 6 16828-000 #8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL 7 12207-000 #6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-000 SAFTEY LOCK 2 NYLON 6/6 9 16829-000 #4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL 10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL 11 16799-000 LOWER INNER SASH 1 SARTECH POLYCOM PP53330, REF NOA 07-0801.05 a 12 16806-000 RIGHT LATCH 1 ON 6 911 13 16807-000 LEFT LATCH 1 ON 6 m wp 14 16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' OM SCHLEGEL CORP.: Q-LON2 WEATHER SEAL is, tu 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 ga z } 0 16 16801-000 SCREEN FRAME 1 S ARTECH POLYCOM PP53330, REF NOA 07-0801.05 :5 $ :J17 16831-000 .WEATHER STRIPING, OUTER SASH 2' FOM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 0 00 m 18 DOW 1199 AR SILICONE SEALANTIq 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING o 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330. REF NOA 07-0801.05 22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE 23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS t- 24 10046-000 SPLINE 6.1' PVC o 0 in a�tJ 0 •• ••• • • • • • •• i •• e•• •• • • • •• a o z ire: 8!12/08 ass4:AS NOTED • • • • • • • • • �s 11 omm att: WBD • • • • • • • • .111 S:lMu ascan: 8.FREY • •• • • • • • • FWWo P.E. No. 88455 ' + -- _ W4 Pork. FL 32789 PE Cort.of AuVwdzotion 528520 X14 1 • • • • • • • • • • • •• •• • • • •• ••