Loading...
WS-11-630Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 160768 Permit Number: WS -4 -11 -630 Scheduled Inspection Date: July 05, 2011 Inspector: Rodriguez, Jorge Owner: LONGMAN, JOHN Job Address: 333 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Windows /Shutters Inspection Type: WI Work Classification: Window /Door Replacement Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Phone Number ()- Parcel Number 1132060136370 Phone: 305 -634 -3420 Building Department Comments INSTALLATION OF 28 IMPACT WINDOWS AND 3 IMPACT FRENCH DOORS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 158241. Buck inspection only. All ok except bay window area, structure altered. Provide permit and inspections for structure. NB neivze i ev, July 01, 2011 For Inspections please call: (305)762 -4949 Page 23 of 32 r ef • • • • • • ... r-- ... 1-tie Aect4fr) 60 C. 4/ 44 5 ........ s'S til4R5 1-74A of-rusedL. ... ....... • • .. ... 5 4 • 4 ........ 1(-r Edward A. LANDERS/. P.E. (305)82.3.3940 CONSULTING ENGINEERS P.E. MUM ... ........ • ............. • • • • • ...... • • .. . ........ _ 0.4.Strk._ • • ...... to sic Z Afte4dAr shoring Systems Cwik Bolt II Expansion Anchor rbon teel Kwik Bolt II Allowable Loads in Concrete 4.3.3 i chor iameter in. (mm) Embedment Depth in. (mm) 1/4 (6.4) 11/8 (29) 2* 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) Tension lb (kN) Shear lb (kN) ' . Tension lb (kN) Shear lb (kN) 270 (1.2) 430 (1.9) 330 (t5) 430 (1.9) 4000 psi (27.6 MPa) Tension Shear lb (kN) lb (kN) 430 (1.9) 380 (1.7) 6000 psi (41.4 MPa) Tension Shear lb (kN) lb (kN) (51) 560 (2.5) 3/8 (9.5) 33/4* (95) 13/8. (41) 21/2* (64) 670 (3.0) ,530 (2.4) 590 (2.6) 670 (3.0) 530 (2.4) 630 (2.8) 670 (3.0) 470 430 (2.1) (1.9) 530 670 530 (2.4) (3.0) (24) 530 (2.4). 990 (4.4) 650 (2.9) 1040 (4.6) 750 (3.3) 1200 (5.3) 4'/4* • (108) 1330. (5.9) 1470 (6.5) 1290 (5.7) 1390 (6.2) 1470 (6.5) 21/4 (57) 31/2* (89) 1170 (5.2) 1940 (8.6) 1310 (5.8) 1970 (8.8) 1370 (6.1) 1440 (6.4) 1450 1100 . 850 1100 (4.9) (3.8). (4.9) 1470 1550 1470 (6.5) (6.9) - (6.5) (6.4) - 1870 (8.3) 6* (152) 2080 . (9.3) 2450 - (10.9) 2130 (9.5) 2310 (10.3) 2450 (10.9) 23/4 (70) 4 ** (102) 1600 (7.1) 2400 3070 (13.7) 1870 (8.3) 3070 (13.7) 2400 (10.7) 2530 (11.3) 2130- (9.5) 1970 1730 1970 (8.8) (7.7) (8.8) 2450 2800 2450 (10.9) (12.5) (10.9) (10.7) 7 ** (178) 3/4 (19.1) 31/4 (83) 43/4 ** (121) 8 ** (203) 1 (25.4) 41/2 3200 (14.2) 1970 (8.8) 2030 3840 (17.1) 4140 (18.4) 2850 (12.7) 3470 (15.4) 2320 (10.3) 3840 (17.1) 4140 (18.4) 3290 (14.6) 3730 (16.6) 2670 (11.9) (13.0) 4000 (17.8) 5120 (22.8) 4130 (18.4) 4930 (21.9) 5120 (22.8) 4800 (21.4) 5870 (26.1) 3070 2670 3070 (13.7) (11.9) (13.7) 3840 4190 3840 (17.1) (18.6) (17.1) • 4140 3200 4140 (18.4) (14.2) (18.4) 5120 (22.8) 5870 (26.1) (114) 6 3330 (14.8) 7070 (31.4) 4050 (18.0) 7600 (33.8) 4670 (20.8) (152) 9 (229) 4930 (21.9) 6670 (29.7) 9200 (40.9) 6000 (26.7) 7670 ( 34.1) 9200 (40.9) 7070 (31.4) 8670 (38.6) 6320 (28.1) 8140 .5070 (36.2) (22.6) 9200 (40.9) 8400 (37.4) * Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting - -. through the anchor ' bolt threads, reduce the shear values by 20 %. ** Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting . through the anchor bolt threads, reduce the shear value by 12 %. All other values shown are for shear plane actiisough either body or threads. 114 A SI 10670 (47.5) 5120 (28) 9200 (40.9) Shear Through The Bolt Body. - Hilt Product Technical c4i firip 9n a i•ring Systems ilk Bolt 11 Expansion Anchor Influence of Anchor Spacing and Edge Distance fAs fA (h,„,„ miinimum•embedment) Load Adjustment Factors (Anchor Spacing) fA L ad`Adjustmen ctors (Edge Distance) f, Tensile /Shear Tensile f„, Shear f Edge Distance c 1/4 1 in. (mm) 1/4 4.3.3 Spacing s in. (mm) An chor D iameter Anchor Diameter 3/a 1/2 5/9 3/4 3/a 3/4 1/4 Anchor Diameter 3/a '/2 5/8 314 1' /a 29 13 /a ( 41) 2 51 21/4 57 2'/2 64 23/4 ( 70) 31/4 ( 83) 33/4 ( 95) 41/2 (114) 5 (127) 51/2 (140) 6 (152) 6'/2 (165) 7 (178) 8 (203) 9 (229) .70 .83 .93 1.0 .70 .77 .82 .86 .91 1.0 .70 .73 .77 .83 .70 .75 .70 .90 .81 .75 1.0 .89 .82 .70 .95 .86 .73 1.0 .91 .77 .95 1.0 1' /a 29 .80 15/5 41 .97 .80 2 51 1.0 .89 2'/2 64 23/4 70 • 31/4 ( 83) 33/4. ( 95) 41/2 (114) 5 (127) 5'/2 (140) .80 6 (152) .83 61/2 (165) .87 7 (178) .93 8 (203) 1.0 9 (229) fA = 0.3 hS„, + 0.40 for sp > S > S131 .50 .5 .84 .89 .98 .80 .87 .80 1.0 .95 .86 1.0 .95 1.0 .81 .96 1.0 .80 .84 .89 .93 .98 1.0 .56 .67 .77 .92 .56 .67 .54 1.0 .74 . 81 .51 .81 .67 .56 .89 .73 .61 .97 .79 .67 1.0 .85 .72 .52 10 (254) 12 (305) 14 (356) .97 .82 .59 1.0 .92 .67 1.0 .74 ffl „ =0.4 h-c,�, +0.40 for ca>c >c,, f„. 0.333 hC for ccr>c>cm„, .89 1.0 Influence of Anchor Spacing and Edge Distance Is, f„ (he,„ = standard embedment) Load Adjustment Factors (Anchor Spacing) f Tension/Shear Load Adjustment Factors (Edge Distance) 1, Spacing s in. (mm) '/4 Anchor Diameter 3/a 1/2 3/9 3/4 Edge Distance c in. (mm) 1/4 Tension f,„, Shear Ia„ Anchor Diameter Anchor Diameter '/2 3/e 3/4 1 1/4 3/8 '/2 3/4 1 2 51 21/4 57 2'/2 64 23/4 ( 70) 31/4 83 33/4 95 4'/2 (114) 5 (127) 51/2 (140) 6 (152) 6'/2 (165) 7 (178) 8 (203) 9 (229) 10 (254) 2 (305) '► (356) ----4G (406) 18 (457) .70 .74 .78 81 .89 .96 1.0 .70 .73 .79 .85 .94 1.0 .72 .79 .83 .87 .91 .96 1.0 .74. .78 .81 .85 .89 .93 1.o .72 .75 .78 .81 .84 .91- .97 1.0 5 (127) 5'h (140) _.70 6 (152) .73 6'/2 (165) .75 7 (178) .97 .90 .82- .92 1.0 1.0 .95 .86 1.0 •91 .80 .95 .83 1.0 .87 •80 8 (203) . .85 9 (229) .90 10 (254) 1.0 12 (305) 14 (356) 16 (406) 18 (457 .93 1.0 .67 .54 .74 .61 .54 .81 .67 .56 .89 '73 .61 .97 .79 .67 1.0 .85 .72 .52 7 .82 .59 1.0 .92 .67 1.0 .74 .89 1.0 s fA =0.3 +0.40 • for sa>s. >srt;;„ ion f, =0.4 +0.40 ry for ccr>c>c,„„, e , .h h forctr>c >c „ WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 333 NE 92ND STREET, MIAMI SHORES, FLORIDA Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or I 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 11.50 ft Width Perp. To Wind Dir (@ 50.00 ft Width Paral. To Wind Dir (L 65.00 ft e { Type of Structure Height/Least Horizontal Dim 0.23 Flexible Structure No Importance Factor 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gust1 }For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 G fy Zm Zmin 15.00 ft lzm Cc * (33/z) ^0.167 0.2281 Lzm I *(zm/33) "Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) "0.63)) "0.5 0.9183 Gust2 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8820 Enclosed Buildings I 0.18 I -0.18 G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used f 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i J Max + Max - l Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings I 0.18 I -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 6/24/2011 Page No. 1 of 4 6/24/2011 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz Ib/ft" 2 Pressure (Ib /fM2) 2.01 *(15 /zg) ^(2/Alpha) Windward Wall* Leeward Wall Total Shear Moment +GCpI -GCpI +GCpI -GCpi + /-Gcpi (Kip) (Kip -ft) 15 0.85 1.00 39.37 19.69 33.86 -21.81 -7.64 41.50 31.13 233.44' ote: 1) Positive forces act toward the face and Negative forces act away from the face. B Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting System (Method 2) L z Theta h L �.k'Et ,.� ba ._..wa;.'�_,. 's.,e�sA^v , LT' „s 1., .s � Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) Kh 2.01 *(15 /zg) ^(2/Alpha) 0.85 1.00 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V^2 *I *Khcc *Kht *Kd 39.37 psf �.k'Et ,.� ba ._..wa;.'�_,. 's.,e�sA^v , LT' „s 1., .s � Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 �.k'Et ,.� ba ._..wa;.'�_,. 's.,e�sA^v , LT' „s 1., .s � "`�„ -- �s✓SII 3rr�;,rt .��:h X,F - r4j'�Y,�%,' Roof Area (sq. ft.) - Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 65 ft wall) Side Walls -0.44 -0.50 -0.70 -21.81 -23.82 -30.52 -7.64 -9.65 -16.34 44101,',Wf„ 011$ Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge - Overhang Top (Windward) Overhang Top (Leeward) -0.54 -0.04 -0.46 -0.54 -0.46 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -25.16 -8.29 -22.48 -18.07 -15.40 -10.99 5.88 -8.31 -18.07 -15.40 Page No. 2 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Bottom (Ap licable on Windward only) 0.80 26.77 26.77 Dist from Windward Edge: 0 ft to 23 ft - Max Cp Dist from Windward Edge: 0 ft to 5.75 ft - Min Cp Dist from Windward Edge: 5.75 ft to 11.5 ft - Min Cp Dist from Windward Edge: 11.5 ft to 23 ft - Min Cp Dist from Windward Edge: > 23 ft -0.18 -0.90 -0.90 -0.50 -0.30 -13.11 -37.21 -37.21 -23.82 -17.13 1.06 -23.03 -23.03 -9.65 -2.95 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg) "(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V)"2 *ImpFac *Kh *Kht *Kd Angle of Roof 0.85 1.00 = 39.37 14.0 Deg Transverse Direction T Longitudinal Direction ional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (isfl Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 * p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2008 EDWARD A. LANDERS, P.E. 6/24/2011 Page No. 3 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Fiqure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.6 =_> a a Hipped Roof 7 < Theta < =27 4.60 ft Double Click on any data entry line to receive a help Screen Component Width (ft) span (ft) Area (ftA2) Zone • GCp Wind Press (lb/ft "2) Max Min Max Min WINDOW 0.00 A 2.66 9.58 30.59 5 0.91 -1.23 43.09 -55.46 B 4.08 9.58 39.09 5 0.90 -1.19 42.35 -53.98 0.00 ote: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 6/24/2011 Page No. 4 of 4 i ADDITIONAL ANCHORING FOR COLS. AGAINST WALL WITH 1/4" TAPCONS W/ 1 1/2" EMBED. @ 3" FROM EDGES & BAL. AT 16" O.C. ti • V. ti 49 1 /4" 2" X 4" X 1/4" STEEL BEAM (ABOVE) SEE SECTION 1/4" PLATE STIFFENER AT MID- HEIGHT 8 "X8 "CONC. CAP W/ 2 #5 REINF. W/ DOWEL 4" INTO EXISTING WALL WITH EPDXY GROUT IX D IY � N 3 NN ff11- 41 W ' 'C N Q 'd'N Et El En WINS. > Qp O N _O IZ tg Z _th O 0 m O 'DQ� ✓ N2ILI CO ��.. N WN C'3 I- 01 o ZL. to • al in LEI • is. I ZWOU1 p IO JZW('3 I N ❑ Naw - t' U DRAWN BY: E. RBORIBUEZ REVISION DATE : DO -OD-OO SHEET NUMBER CG -1 aF 3 i . r6d /7Y1.G/9..6//,7iU!//1.41d/i.6 6.1074.6/7 dpi 7.42 .7..4d/r%!.6/i9. /Z+2.4 6/%/yd/l/✓7_4607 f✓/!// 311 6 3/1 6 irk 3/ 1 6 N SECTION VIEW EXISTING ROOFING EXISTING HURRICANE STRAPS AT EACH RAFTER EXISTING 2 X 4 WOOD RAFTERS @ 1 6" O.C. EXISTING 3- 2 X B WOOD BEAM 2- 3/8" BOLT WITH NUT Sc WASH :ER @ 6" FROM EDGES AND BALANCE AT 13 3/4" D.C. X 4" X 1/4" STEEL BEAM 2" X 4" X 1 /4" STEEL PLATE 2" X 4" X 1/4" STEEL COLUMN ADDITIONAL ANCHORING FOR COLS. AGAINST WALL WITH 1 /4" TAPCONS @ 3" FROM EDGES Sc BAL. AT 1 6" O.C. 1 /4" PLATE STIFFENER AT MID- HEIGHT IX LL. N 2 d m 6 Ntg Q W N m b. W o�o_N � d rz Kg Z • • tO ❑tgQ� U lTJ F m P] F r- WV] W� 1- 0l ED F1 Z li tD z •oltf n .ID JZNC I m • < J D Q W -3 Ea :0 REVISION DATE : 00-00-130 SKEET NUMBER CG -2 of 3 4" 1 /4" PLATE STIFFENER AT MID- HEIGHT ADDITIONAL ANCHORING FOR COLS. AGAINST WALL WITH 1/4" TAPCONS @ 3" FROM EDGES & BAL. AT 1 6" O.C. X 4" X 1/4" STEEL COLUMN 4" X 6 1 /4" X 1 /4" STEEL PLATE WITH 2- 1 /2" X 4 "KWIK BOLTS 8 "X8 "CONC. CAP W/ 2 #5 REIN F. W/ DOWEL 4" INTO EXISTING WALL WITH EPDXY GROUT 1 #5 VERT IN CONC. FILLED BLOCK CELL @ 1 6" D.C. (EPDXY INTO EXISTING FOOTING 6" DEEP) SECTION VIEW EXISTING BLOCK WALL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 161583 Permit Number: WS -4 -11 -630 Scheduled Inspection Date: July 06, 2011 Inspector: Rodriguez, Jorge Owner: LONGMAN, JOHN Job Address: 333 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Phone Number ()_- Parcel Number 1132060136370 Phone: 305 -634 -3420 Building Department Comments INSTALLATION OF 28 IMPACT WINDOWS AND 3 IMPACT FRENCH DOORS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 160768. CREATED AS REINSPECTION FOR INSP- 158241. Buck inspection only. All ok except bay window area, structure altered. Provide permit and inspections for structure. NB July 05, 2011 For Inspections please call: (305)762 -4949 Page 19 of 21 Lk cavkik Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Yn `Y ". .(0 Master Permit No. BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) - ✓2 %/() / J QZ(f N49$) Phone # C d rf 7 7:473 " 499 eryys��Address ^� city �'p/mov/`�,%e,t 'ESf f State ,D.er�a/.� Zip 33/3/7 Tenant/Lessee Name Phone # (where being done) 343 L 90114 S rte Job Address where the work is bein done City Miami Shores Village County Miami -Dade Zip ./'.,0P Is Building Historically Designated YES NO Contractor's Company Name C &i / 1%y VOC44,".4141.Phone # (01-Y Cd 51-4.41126$ Contractor's Address a 667 0 / to ,G/ S7 /t, e City (�!! -r-72'r' (/ / State /"'C. Zip !� -3 ./L) Qualifier /Jn C ft V1'%e )c' ile- .e) State Certificate or Registration No Certificate of Competency No. /?.? 67 Architec « gineer s Name (if applicable) S Value of Work For this Permit .—gQft900 Type of Work: Describe Work: cora- ❑Addition ❑Alteration :New Square Footage Of Work: Repair/Replace ❑ Demolition • **********************Fees****************************** Submittal Fee $ Permit Fee $ ito a0 CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ CO /CC Code Enforcement $ Structural Plan Review. $ 157 • TO Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done, in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose' property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ch occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be .p roved .re. spection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this X day of /11 , 20 l f , by t`ir,- G,v J en c®,o• .who is personally kno me or who has produced As iden Signature Contractor The fore • u .; instrum nt was acknowledged before me this i / , day o i14./ 20 who is My Commission Expires: lOS� � 26 l 3 My Commission A ITRLIC.STATE OF FLORIDA , j :Commission #DD882215 '••.,,,, ,,, Expires: JULY 12, 2013 BONDED TIIRII ATLANTIC BONDING CO., INC. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** rsonally known to me or who has produced as identification and who did take an oath. NOTARY PUBIC: Sias• Print: G 4 1 ef APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning 11111111111111111111111111111111111111111 1111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX fOLIO NO.1/ ' 000 -Of„ .4 7O STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement CFN 2011R0229840 OR Bk 27647 Ps 4009; t1Qs) RECORDED 04/11/2011 10:01:21 HARVEY RUVINr CLERK. OF COURT MIAMI -DADE C{)UNTYr FLORIDA LAST PAGE This Notice of Commencement should be recorded at: The Clerk of Courts Miami -Dade County Recorder Courthouse East, 22 NW First Street, 1st Floor, Miami, FL 33128 / 1. Legal description of property and street/address: 3,e. /Y f l " a-�2i rig, 2. Description of improvement: CQ {eel`' 3. Owner(s) name and address: CM Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any)rort OF FL*'g <+' ,. a a'.` ° O Dita Name and address: I Y CERTIFY i8 a i copy of the Amount of bond $ 6. Lender's name and address: ,vri say a 0.1,0P O.4 —. e%� _ 7. Persons with the state of Florida designated by Owner u ' • _ '•� s provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: O n whom uments may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration d . of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different d. spy ,mss. -� of 0 W is Name 34.6a.va) V,s/- € ha✓ ivia.1 -7 Prepared by ..- �'i%/ 7 ; 3. / 2 Sworn to and sub r • - s efore me this 8 day of /Yn•re -A , 20 . Notary Public A; Print Notary's , My commissio, a 4 • ices: ACORD CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) 4/8/2011 PRODUCER Phone: 305- 556 -1488 X242 Fax: 305 -556 -3680 NSI Insurance Group 8181 Northwest 154th Suite 230 Miami Lakes FL 33016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Coconut Grove Glass & Mirror Corp. 3660 NW 41 St Miami FL 33142 INSURERANational Trust Ins Co (FCC) INSURER B:FCCI Commercial Ins Co 20141 33472 INSURER C:FCCI Insurance Co 10178 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM D/YYYYI POUCY EXPIRATION DATE IMMIDD LIMITS A GENERALUABILITY COMMERCIAL GENERAL LIABILITY GL00068813 4/20/2010 _ 4/20/2011 EACH OCCURRENCE $1,000,000 X PR S (RENTED PREMISES (Ea occurrence) $ 100,600 $ 5 , 000 CLAIMS MADE X OCCUR MED EXP (Any one • =rson) PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY JR IT LOC B AUTOMOBILEUABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CA 0004471 7 4/20/2010 4/20/2011 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ $ EXCESS I UMBRELLA LABILITY UMB0002258 7 4/20/2010 4/20/2011 EACHOCCURRENCE $ 3, 000,000 X I OCCUR CLAIMS MADE AGGREGATE $3,000,000 DEDUCTIBLE RETENTION $10.000 $ $ X $ C ANODREMP PROPRIETOR/PARTNER/EXECUTIVE ANY CER/MEMBE (Mandatory If yes, describe SPECIAL OC COMPENSATION YIN 001 -WCO8A -42367 3/1/2011 3/1/2012 X TORYLAMITS ¶ER E.L. EACH ACCIDENT $1,000,000 EXCLUDED? N, E.L. DISEASE - EA EMPLOYEE $ 1,000,000 In NH) under PROVISIONS below E.L. DISEASE - POUCY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER Miami Shores Village 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE � ..41i- © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD A. Settlement Statement (HUD-1) OMB Approval No 2502-02 R. Tyne of I man 8. Mortgage Insurance Case Number 1. FHA 2. , ilftHS 3. 'Cony. Unins. --- r 4. VA 5. xtonv. Ins. C. NOTE: This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked "(p.o.e.)" were paid outside the closing; they are shown here for informational purposes and are not included in the totals. 6. File Number 260-10p 7. Loan Number 0279244552 D. NAME OF BORROWER: John F. Longman and Denise T. Longman gKIT° W E R : T STREET aspags EL 3313 E . ra - Prn NE gs nane Wt. 8 ADDRESS OF SELLER: F.1sTAIHEIW LENDER: ADDRESS_OF_LE G. PROPERTY LOCATION: 1D# 11-3286-013-6370 (1. SETTLEMENT AGENT: PH# (305) 891-6082 PLACE OF SETTLEMENT: 1. SETTLEMENT DATE: 9800 NE 5TH AVENUE ROAD_MIAMI SHORES, FL 33138 WELLS l-AltrrOTIANKNA P.O. BOX 5137 I ki • k Lk_.50306-_5131_ 333 N . ' Street Miami Shores, FL 33138 -RAPID I 1 I LE SERVICES COIVIPANY 1175 NE 125th STREET, SUITE 512, NORTH MIAMI, FL 33161 1175 NE 125th STREET SUITE 512, NORTH MIAMI FL 33161 2/2/2011 Sekment Agent Tax ID0i155-0054:19i9 . 1 ry of Borrower's Transaction I. Sinnirnary of Seller's Transaci ion 10%Gross Amount Due from BarMwer 400. t to Seller 101. Contract sales price 455,000.00 401. Contract sales price 402. Personal property 403. 404. 455 000 00 102. Personal property 103. Settlement charges to borrower (line 1400) 17.992.76 104. 105. 405. Adjustments for items paid by seller in advance Adjustments for items paid by seller in advance 406. City/town taxes to 407. County taxes to 408. Assessments to 106. City/town taxes to 107. County taxes to 108. Assessments to 109. to 409. to 110. to 410. to III. to 411. to 112. to 412. to 120. Gross Amount Due from Borrower 472,992.76 420. Gross Amount Due To Seller 455,000.00 200. Amounts Paid by or in Behalf Of Borrower 500. nedtutioasitt Aaionnt Due to Seller 201. Deposit or earnest money 30 000.00 501. Excess deposit (see instructions) 502. Settlement charges to seller(line 1400) 503. Existing loan(s) taken subject to 504. Payoff of first mortgage loan BAC HOME LOANS 505. Payoff of second mortgage loan BAC HOME LOANS 506. 507. PAYOFF OF HAFA INCINTIVE TO SELLER 508. 34.744.53 410,251.21 6.000.00 3,000.00 202. Principal amount of new loan(s) 409,500.00 203. Existing loan(s) taken subject to 204. 205. 206. Principal amount of new loan(s) 207. 208. 209. 509. 209a ' 509a 209b 5091, Adjustments for items unpaid by seller Adjustments for Dims unpaid by seller 210. City/town taxes to 510. City/town taxes to 511. County taxes 1/1/2011 to 2/2/2011 512. Assessments to 1.004,26 211. County taxes 1/1/2011 to 2/2/2011 1,004.26 212, Assessments to 213. to 513. to 214. to 514. to 515. to 215. to 216. to 516. to 517. to 217. to 218. to 518. to 519. to 219. to 220. Total Amounts Paid by or in Behalf of Borrower 440504/6 , 520. Total Reductions in Amount Due Seller 455.000.00 300. Cash at Settlement from/to Borrower . 600. Csh AtSettlement taffroa Seller 601. Gross amount due to seller (line 4201 602. Less reductions in amount due seller (line 5201 455,000.00 455,000.00 301. Gross amount due from borrower (line 120) 472,992.76 302. Less amounts paid by/for borroweriline 220) 440,504.26 303. Cash XJ From Borrower 32,488.50 I 603. Cash 1 X ,To From Seller Previous editions are obsolete Page I of 3 ,latO Marla; Svatents, Inc WO) 761-5555 - Las= Generated U.S DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT SE t I LEMENT STATEMENT PAG d CERTIFICATION I have carefull•fevi. ed the HUD - 1. inent Statement and to the best o my knowledge and belief. it is a true disbursements m on my accou r )sy`°me in this transaction. I further certify that I have received a copy of the ° i; g�..- . _. lJ Borrower D- Ise . _ongman , i j Jennifer L. Pe The HUD -1 Settlement Statetrtien_ t ti I have u 1,ed is a true and accurate account of this transaction. I have caused the funds to be disbursed in accord- RAPID TITLE SERVICES COMPANY 2/2/2011 Settlement Agent Date WARNING: It is a crime to, knowingly make false statements to the United States on this or any other similar form. Penalties upon conviction can include a fine and imprisonment. For details see: Title 18 U.S. Code Section 1001 and Section 1010. Page 2 of 3 260-10p Borrower .DATE /0/201 1 e statement of all receipts-and i Settlement Statement. ance with this statement. Seller Seller Paid From Seller's Funds At Settlem - nt 70t): Total Real Estate Broker Few 27.450.1 It Paid From Borrower's Funds At Settlement Division of Commission (line 700) as follows. 701. 13.650.00 to CII.Ol3AL INVESTMENTS REALTY 702. 13,650.00 to KELLER WILLIAMS 103. Commission at Settlement 150.00 27,300.00 paid 704. PROCESS FEE to PROCESSING FES TO PROCESSING SP 800. items- Payableln Connection With Loan • S 7,242 48 (from GFE #1) a 1 s{ 802. Your c t it or charge (points) for the specific interest rate chosen 8 (3,468.47) (from GFE #2) Your adj s origination charges to (from GFE #A) 3,774.01 501 ed 804 Appraisal fee 1<o EFi S POC R 370 00 (from GFE #3) 25.00 Credit to PRiORITY I FNDTNG (from GFE #3) _805 report 806 Tax to (from trl•b #3) service 807 Flood to (from GFE #3) certification 804,805,808 902 to (from GFE #3) 808 -811 809- to in to 900. Items liteatuired Br" Lender To Be; Paid, in Advpnce Daily interest charges from 2/2/2011 to 2/1/2011 @ 50 49 /day(frorn GFE #10) for -1 days t50.49) 901. 1 ' • u•1 1 1 (tromt.,tL #3) 91;- +1 •1•' 1 _ "11 11 (from #11) 5.546.0AL 90 .. n 13 1' 1 - 1 -1 K f• . ►. to 904. years 905 years to 1000. Reserves Deposited With Lender Initial deposit for account (from GFE #9) 4,369.49 1001. your escrow - a n . a- ea .a a $ 1 8651 11 e 11.,,1.a a ..ri u.. Mortgage insurance • 21157 per month $ 1003. .,months II• 'Ts a CO ar u.a a $ 4.971.70 t:tk. _: -:- atat 1I : ..1_%. %._ • n .' 11.1 i INCIIIIMMEIMIMMINE 11"Mall 1 11•( a, month $ 1007. .... a a n per 1008. a. .. a fa a . a. a a $ 1009. AGGREGATE ADJUSTMENT 1,98:.7 1100. nOrrharnes Title and lender's title insurance (from GFE #4) 1,327.50 1 j fl. services 1102. Settlement or dosing fee $ 875.00 1.995.00 insurance (From GFE #5) 2.350.00 1103. Owner's title 04 - - ' -'a , $ 452.50 aa .a ' 11 ' 409 500.00 (Sim $11.3 00) * Ends. ALTA 8 1- 25.00, II 1 •..• , ' 455 000.00 Inc Ends' FF91- 252 50, 1. 9 w ti '. 1 • j1 Agent's of the total tit e insurance premium ' 1.961.75 107• portion 108. Underwriter's of the total title insurance premium S 840.75 portion 109. to 110. to III. to 112. to 1113. to 200. Governmeht<Reeotding and Transfer Charms 201. Government recording charges (from GFE #7) 207.00 202. Fees. Deed '418 50pi.-Mortgage(s)'�188 50 •_S- Mortgages) Releases ReenPPddm 203. Transter taxes 2,252.25 2.730:00 204. • a. .• . at • s. - - a -ia a a•.• , '.' 1 II - U a a•._. 205. /stamps• Deed R7 00• i - Mnetgtg s) $1.433 75• S- ortgage(s) State tax ,730 206. to 207. to 13Q0. Additional; Settlement Charm 13001. that shop for (from GFE #6) Required services you can 1302. non CE.RT to WE.t 1.S FARGO El non $ 19.00 F1 1303. SERVICE FF.F. to WF REA1 ESTATE TAX SERViC $ 78.00 TAX 1304. L.iF.N SEARCH to ARRAMOWiT7 206.00 1305. PI IF to MiAMi DADF WATER k SEWS 163.53 WATER 1306. to I ANNFS AND GARCIA survey 1307. Sale to tax spry flood c. rt survey(795) Short 1308. to LANNF.S AND C;ARCIA 295.00 Survey J)09. to 1400. Total Seitletueut Charges (enter on lines 103, Section J end 502, Section K) = 17,992.76 34,744.53 d CERTIFICATION I have carefull•fevi. ed the HUD - 1. inent Statement and to the best o my knowledge and belief. it is a true disbursements m on my accou r )sy`°me in this transaction. I further certify that I have received a copy of the ° i; g�..- . _. lJ Borrower D- Ise . _ongman , i j Jennifer L. Pe The HUD -1 Settlement Statetrtien_ t ti I have u 1,ed is a true and accurate account of this transaction. I have caused the funds to be disbursed in accord- RAPID TITLE SERVICES COMPANY 2/2/2011 Settlement Agent Date WARNING: It is a crime to, knowingly make false statements to the United States on this or any other similar form. Penalties upon conviction can include a fine and imprisonment. For details see: Title 18 U.S. Code Section 1001 and Section 1010. Page 2 of 3 260-10p Borrower .DATE /0/201 1 e statement of all receipts-and i Settlement Statement. ance with this statement. Seller Seller Comparison of Good Faith Estiinate(GFE) and HUD-1 Cha rg rm Good Faith Estimate HUD- Charges That Cannot Increase 1111D -1 Line Number Your initial intere st rate is I 4.50) °o Our origination charge #801 7,242.48 8,064.67 Your credit or charge (points) for the specific interest rate chosen #802 3,468.47 3.774.01 3 468.47) 4.596.20 Your adjusted origination charges #803 Transfer taxes #1203 5,189.60 2,252.25 Charges That In Total Cannot Ineisease More Than 10% , : Good Faith Estimate HUD -1 Government recording charges #1201 207.00 207.00 Title services and lender's title insurance #1101 1.349.50 1.327.50 Owner's title insurance #1103 2,850.00 I (years on I I Tax service #806 78.00 78.00 Flood certification #807 19.00 19.00 804,805,808 -813, 902 #808 395.00 survey 385.00 295.00 Short Sale Fee 250.00 Appraisal Fee 370.00 Credit Report 25.00 _,. '1 utal Increase between CFI, and 1111D -1 Charges 5,533.50 2,321.50 % $ ( 3.212.00 ) or - 58.0464 Charges That Can Change, ; • : Good Faith Estimate HUD-1 Initial deposit for your escrow account #1001 8,739.02 4,369.49 Daily interest charges #901 $ 50.49 /day 1.312.74 X50.49) Homeowner's insurance #903 5,546.00 5,546.00 Your Initial loan amount is $ Your Loan term is i 30.001 years Your initial intere st rate is I 4.50) °o Your initial monthly amount owed for principal, interest, and any mortgage insurance is $ i40'EF11 includes 50 Principal l ] Interest Mortgage Insurance Can your interest rate rise? IV No. Cl Yes, it can rise to a maximum of I I °A The first change will be on I { and can change again every I after I . Every change date. your interest rate can increase or decrease by I I %. Over the life of the loan, your interest rate is guaranteed to never be lower than I Ira tb or higher than I 1%. Even if you make payments on time, can your loan balance rise? ]No. D Yes, it can rise to a maximum of$ L i Even if you make payments on time, can your monthly amount owed for principal, interest, and mortgage insurance rise? I No. D Yes, the first in can be on ? I and the monthly amount . redae owed can rise to $ I = _ The maximum it can ever rise to is $ I I Does your loan have a prepayment penalty? ti No. D Yes, your maximum prepayment penalty is $ I 1 Does your loan have a balloon payment? 50No. D Yes, you have a balloon payment of $ I I due in I (years on I I Total monthly amount owed including escrow account payments ❑ You do not have a monthly escrow payment for items, such as property taxes and homeowner's insurance. You must pay these items directly yourself. 50 You have an additional monthly escrow payment of $ 11.111441011 that results in a total initial monthly amount owed of $ sir PWI,1 This includes principal, interest, any mortgage insurance and any items checked below C]Property taxes 0 Homeowner's insurance ❑Flood insurance DI I DI I DI I Note: If you have any questions about the Settlement Charges and Loan Terms listed on this form, please contact your lender. File: 260 -1Op Previous editions are obsolete Mod 013111.1127 Page 3 of 3 02009 btspfay systems. Inc. 0631763-5555 - Laser Generated HUD-I WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: E. LANDERS Company Name: EDWARD A. LANDERS, P.E. Description: JOHN LONGMAN 333 N.E. 92 ST. MIAMI SHORES, FL. 33138 J xposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 4.0 :12 Slope of Roof (Theta) Type of Roof 18.4 Deg Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 19.00 ft Ridge Height (RHt) 23.00 ft Mean Roof Height (Ht) 21.00 ft Width Pep. To Wind Dir (B 49.00 ft Width Paral. To Wind Dir (t 81.00 ft Type of Structure Height/Least Horizontal Dim Flexible Structure 0.43 No Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 Agar ...:40tA Brat Zrn Zmin lzm Cc * (33 /z) ^0.167 Lzm 1 *(zm/33) ^Epsilon Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2 0.925 *( 1 +1.7 *Izm *3.4 *Q) / 1 +1.7 *3.4 *Izm) Importance Factor Hurricane Prone Region (V>100 mph) Table 6 -2 Values ►Ipha = 9= 9.500 900.000 0.105 1.000 0.650 0.200 500.00 Epsilon = 0.200 15.00 15.00 ft 0.2281 427.06 ft 0.9123 0.8788 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, Ill, or I II 0.00 xposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 4.0 :12 Slope of Roof (Theta) Type of Roof 18.4 Deg Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 19.00 ft Ridge Height (RHt) 23.00 ft Mean Roof Height (Ht) 21.00 ft Width Pep. To Wind Dir (B 49.00 ft Width Paral. To Wind Dir (t 81.00 ft Type of Structure Height/Least Horizontal Dim Flexible Structure 0.43 No Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 Agar ...:40tA Brat Zrn Zmin lzm Cc * (33 /z) ^0.167 Lzm 1 *(zm/33) ^Epsilon Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2 0.925 *( 1 +1.7 *Izm *3.4 *Q) / 1 +1.7 *3.4 *Izm) Importance Factor Hurricane Prone Region (V>100 mph) Table 6 -2 Values ►Ipha = 9= 9.500 900.000 0.105 1.000 0.650 0.200 500.00 Epsilon = 0.200 15.00 15.00 ft 0.2281 427.06 ft 0.9123 0.8788 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings . 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings I 0,18 I -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 4/5/2011 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4. I Double Click an any data entry line to r 9 =_> 4.90 ft a a Hipped Roof 7 < Theta <= 27 JGomponent Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (1b/ft"2) Max Min Max Min MKS. "J,K,L & 10.00 4 1.00 -1.10 49.87 -54.10 D1" 10.00 5 1.00 -1.40 49.87 -66.78 MKS. "F,G,H & 15.00 4 0.97 -1.07 48.56 -52.78 I" 15.00 5 0.97 -1.34 48.56 -64.15 MKS. "C,D,E & 23.00 4 0.94 -1.04 47.17 -51.40 D2" 23.00 5 0.94 -1.27 47.17 -61.38 MKS. "A & B" 38.00 4 0.90 -1.00 , 5.54 -49.77' 38.00 5 0.90 -1.20 45.54 -58.12 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 4/5/2011 MI .:. I D� COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Innovative Window Concepts, LLC 1801 Corporate Drive Boynton Beach, FL 33426 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com 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 "7040/7041/7062 " Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -97, titled "S- 7040/7041/7062 Alum. Single Hung Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 11/19/07 with revision A dated 03/26/08, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 1219.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0422.11 Expiration Date: February 14, 2013 Approval Date: June 12, 2008 Page 1 Innovative Window Concepts, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -97, Sheets 1 through 6 of 6, titled "S- 7040/7041/7062 Alum. Single Hung Wdw. (L.M.I.) ", dated 11/19/07 with revision A dated 03/28/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum Single Hung window, prepared by American Test Lab of South Florida, Test Report No. ATLSF- 0214.01 -08, dated 3/12/08, signed and sealed by Henry Hattem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum Single Hung window, prepared by American Test Lab of South Florida, Test Report No. ATLSF- 0219.01 -07, dated 1/12/08, signed and sealed by Henry Hattem, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum Single Hung window, prepared by American Test Lab of South Florida, Test Report No. ATLSF- 1010.01-07, dated 10/30/07, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. (Submitted under previous NOA#07- 1219.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC - 2004/2007, prepared by Al- Farooq Corporation, dated 05/07/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 E -1 Manuel Per Product Control r xami er NOA No. 0:+^, + .11 Expiration Date: February 14, 2013 Approval Date: June 12, 2008 Innovative Window Concepts, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas 6 PIus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. ATLSF - 1214.01 -08, issued by American Test Lab of South Florida, dated 03/12/08, signed and sealed by Henry Hattem, P.E. 4. Laboratory compliance letter for Test Report no. ATLSF - 1219.01 -07, issued by American Test Lab of South Florida, dated 01/22/08, signed and sealed by Henry Hattem, P.E. G. O'T'HER 1. Notice of Acceptance No. 07- 1219.05, issued to Innovative Window Concepts, LLC for their Series 7062 Aluminum Single Hung Window — L.M.I., approved on 02/14/08 and expiring on 02/14/13. Manuel Per Product Control Exa NOA No. 08-0422.11 Expiration Date: February 14, 2013 Approval Date: June 12, 2008 E -2 MIAMI[aRQE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Innovative Window Concepts 1801 Corporate Drive, Boynton Beach, FL 33426 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33I30 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com 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 (Am). 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 AW (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 AIiJ 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: Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -53, titled "Aluminum Single Hung Window (L.M.I.)"; sheets I through 6 of 6, prepared by AL -Farooq Corporation, dated 07 /14/03, with revision "D" dated 11 /06 /08,signcd and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 05- 1004.02 and consists of this page 1 and evidence pages E -land E -2, as well as the approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E., NOA No 08- 1210.03 Expiration Date: February 19, 2014 Approval Date: April 1, 2009 Page 1 Innovative Window Concepts NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -53, titled "Aluminum Single Hung Window (L.M.I.) ", prepared by Al- Farooq Corporation, sheets 1 through 6 of 6, dated 07/14/03, with revision "D" dated 11/06/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Mr 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) Force Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of an'aluminum single hung window, prepared by American Test Lab of South Florida, Test Report No. ATL- 0527.01 -03, dated 06/12103, signed and sealed by Henry Hattem, P.E. "Submitted under NOA# 03- 1201.0 2. 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 window, prepared by American Test Lab of South Florida, Test Report No. ATL- 1109.01 -04, dated 01/25/05, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Revised Anchor calculations, and structural analysis, prepared by Al- Farooq Corporation on 10/28/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E 1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "Sentry Glass ® Plus ", dated 01/03/08, expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to E.i, DuPont DeNemours for "Dupont Butacite PVB" dated 01/05/2006 expiring on 12/11/2010. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for "Saflex III A. Harris, P.E. Product Control Examiner NOA No 08- 1210.03 Expiration Date: February 19, 2014 Approval Date: April 1„ 2009 E -1 Innovative Window Concepts NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED dated 05/04/06, expiring on 05/21 /2011. F. STATEMENTS 1. Statement letter of compliance dated 10/28/2008, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1004:02, issued to Innovative Window Concepts, • for "Aluminum Single Hung Window, approved on 03/23/06 and expiring on 02/19/09. E -2 tz A. Harris, F.E. Product Control Examiner NOA r4 08- 1210.03 Expiration Date: February 19, 2014 Approval Date: April 1„ 2009 MIAMI -pADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL -33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinecode 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 1500 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by AI- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with . the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1201.05 and consists of this page 1 and evidence pages E -I and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June S, 2008 Page 1 - ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.)", sheets 1 thru 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. .FFL -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5054, dated 10/03/06, signed and sealed by Edmund() Laigaespada, P.E. (Submitted under previous NOA #06 -0308 05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FB(,1TAS 201 -94 5) Cyclic Wind-Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. 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 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -3819, dated 06/09/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) E -1 '1 Jr Manuel Pe `.E. - Product Control er NOA No. 08 ' , 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas @ Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/1 1 /10. F. STATEMENTS ! 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. IcIL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring on 11/06/08. E -2 Manuel Pe '.E. Product Control finer NOA No. 0:- +417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.aov/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Division (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL— Farooq Corporations, dated 04 /26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami —Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 6 f l,ticii NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.lri'L -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and ItTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P E (Submitted under previous NOA 04- 0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 09 /01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -021 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s 1+ °1'1x3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04- 0712.01) G. OTHERS 1. Notice of Acceptance No. 06- 0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp • _ •n 09/16/09. E -1 Jaime 1. Gascon, P. ' . Chief, Product Control Division NOA No. 09-0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F1.33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamiadade.gov/buildingcode 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 =10 -04 and last revised on MAR 25, 2010, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. Lower Design Pressures of Door, sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0825.04 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09- 0825.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 , 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by A1- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed &sealed by Javad Ahmad, P.E. B. TESTS Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL -5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s)1TL -3947 & FTL -3955 per TAS 201, 202 & 202 -94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09- 0825.04) C. CALCULATIONS (transferred from file # 09- 0825.04) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Viqar, P.E. . 2. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer ", expiring on 12 -11 -2010 2. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry GIass® Interlayer ", expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance and "No financial interest "issued by Al- Farooq Corp., dated 03/25/10, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated April 15, 2010, issued by Fenestration testing lab, signed & sealed by Jorge A. Causo, P. E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 09- 0825.04, expiring September 16, 2014. 2. Test proposal No(s) #09 -0225 dated 06/17/09, # 06 -0411 dated 07/31/07 & 02/06/06 approved by BCCO. E -1 Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 THESE WINDOWS ARE RATE) FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 704017041/7062 ALUMINUM SINGLE HUNG WINDOW SEE SHEET 2 FOR DESIGN LOAD RATING. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS 9+1 BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORID? BUILDING CODE 2004/207 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE. MATERIAL SHAT L BE BEYOND WALL DRESSING OR stucco,. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PMT OF THIS APPROVAL A L.OA) DURATION INCREASE IN A? LOW,ad&E STRESS IS U:;ED IN DESIGN OF ANCHCRS INTO li)O0 ONLY MATERIALS T- CLUCING D T NOT LBO:: J TO STEEL /+4ETAL SCREWS. TF AT CCME W? ^. CONTA T WITH OTHER DISSIMILAR r,..ATERA S SHALL MEET THE RE-WWII/ENT; Cr 2004 tIORIDA B! DG. CODE SECTION 2003.x!.4. GLASS TYPE 'A' SERIES 7010 _ 3/16- HEAT STREN'D GLASS .090- WITERLAYER BUTACITE PVB BY DUPONr 3/16' HEAT STREN'D GLASS n 0 w SILICONE DOW CORNING 995 GLASS TYPE 'B' SERIES 7041 GLAZING OPTIONS 3/16' HEAT STREN'D GLASS .090' INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 3/16- HEAT STREN'D GLASS SILICONE DOW CORNING 995 GLASS TYPE 'C' SERIES 7062 LAMINATED GLASS I LARGE MISSILE IMPACT I Engr DR. HUTAYOUN FAROOQ STRUCTURES FLA. PE 1} 16551 CAN.. 536 P IODUCT REVISED' • r awni3lyI ; with tlw $brit t Acely-,/sace ND :- cnD to PS i a APA El 9 2U08 Rgb ei e 4 a Art CsAtra [drawing 710.1 I W07 -97 (sheet I of 6 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED h >7 X 0 S 0 48" MAX. WINDOW WIDTH 12' MAX. HEAD /SILL 0 \\1rt h It i! Ii /i II i' 11 11 It 1 11 --- 1t / I1 I' ' li ,l -T7- -ii-- -- i1 /' ii t1 it ®11 I, lI 11 `.. 41 3/4`� .- D.LO. 45" �MA�XX. (VENT) MAX. 1/8" MAX. VENT WIDTH I50 ' 1 - - -- - - - _ CD I 11 1I it 1 1 11 1 / 11 JI — /_ /_ tl ---- - -_, =.7. .___„. - - -- 1 / II 11 11 D 1} Ir 11 6" MAX. HEAD /SILL CORNERS - GLASS TYPE 'A' MAXIMUM DESIGN LOAD RATING = + 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 75.0 PSF - GLASS TYPE '8' MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 955.0 PSF - GLASS TYPE 'C' MAXIMUM DESIGN LOAD RATING = i- • 100.0 PSF (FOR SIZES SHOWN ABOVE OR SMA LER) -- 140.0 PSF FALSE MUNTINS (SURFACE APPLIED) MAY BE USED T a Z n N X 0 NOTE: D.L.O. HT. OF THIS Lilt MAY BE INCREASED UPTO 32" BY ADJUSTING VENT & TOP FDt. UTES ABOVE OD n n 53 1/8" MAX. WINDOW WIDTH 12" MAX. HEAD /SILL \\1rt h It i! Ii /i II - - B I \-11 II - it /, li ' ' II II It U 46 7/8 MAX. Io D.LO. (VENT) _ 1/8" MAX. I50 ' VENT WIDTH ====t1=--_,==1-.1==== I11 ■ II It It ti ii /i 11 it /7. II /, Il .II III II II II II 47 9/15' 6" MAX. HEAD/SILL CORNERS D LO. (F X. UTE) GLASS TYPE 'A' MAXIMUM DESIGN LOAD RATING = + 59.5 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 59.5 PSF GLASS TYPE MAXIMUM DESIGN LOAD RATING = + 63.4 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 75.3 PSF GLASS TYPE 'C' MAXIMUM DESIGN LOAD RATING = + 79.3 PSF I (FOR saxs '44OWN ABOVE OR SMALLER) — 111.0 PSF' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 Engr: IJR_ HUMAYOiiit FAROOR RA. PE STRUCTURES 16557 CA:4..574 VRODVCT REVISED >ts casapiyin ati63t'ae F1aida Cede 1o_. Aetna Dsteyr: o I 2 C ii 013 092008 Trodoct {drawing na.1 W07-971 (sheet 2 of 6 ) 0 x S z 1 1 B WOOD BUCK TYPICAL ANCHORS SEE SLY. FOR SPAr1NG 51 EXTERIOR e a 0 d. TYPK...v Fv RS SEE :.. EV. FOP SPA:;;NG x I2 MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4' TAPCONS BY 'ELCO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MN. EMBED INTO CONC. OR MASONRY .1114 Su- OR SELF Dgd11NG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED #12 SMS OR SELF' DRIWNG SCREYVS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090') (NO SHIM SPACE) INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 1/2' MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. - PRODUCT REVISED oa corepiyle5 w th the F' Beidk32 Code Autptvne sale U r m i 3 a 0 v s .11 I a oi 4 /ii Idrawing i'10- W07-97 . d s ct 3 of S &P1i D.t OPG. WINDO WIDT; MAU —DADE COUNTY APPR,D COPPED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW %WM Engr OR. WA/AVM/4 EARGOQ STRt`GTURES FL& Pt 1 -` T CAn. 3538 mil WINDOW WIDTH PRODUCT REVIIAXD aacei yyla► a 4tb ate 71t Iralttlag Cade Pist&tat Co -J C n 0 m $ r drawing new, , W07-9/ 6 shed 4 of i 0 FRAME HEAD ®3 FRAME JAMB 02 INTEGRAL SILL .062 3.062 ryp. 1.750 FIXED MEETING RAIL 1.467 2.467 1.000 1.037 C) VENT TOP RAIL 07 VENT BOTTOM RAH. ITEM NO. PART NO. Q'..'ANT1TY DESCRIPTION MATERLI MANY. /SUFPIJHR /ialtARKS 1 021 -006 1 FRAME HEAD 6063 -16 MAO-MEI 2 022 -048 1 INTEGRAL SILL 6063 -18 HAD -MET 3 021 -005 2 FRAME JAMB 6063 -T6 HAO --MEl 4 022 -007 1 MTG. RAIL 8063-15 HAO -bbl 6 022 -004 1 VENT TOP RAIL 6063 -15 HAO -MET 7 022 -044 1 VENT BOTTTOM RAIL 6063 -15 MAO-MEI 8 021 -003 2 VENT SIDE '"AIL 6063 -15 HAD -MET 9 021 -039 AS REQD. REJANING CHANNEL 6063-15 HAO - -MET 18 021 -011 4/ UTE GLAZING BEAD 6063 -15 HAO -MEI 24 025 -000 2 ULTRA 1Fr BALANCE CALDWELL MFG 26 004 -005 2/ WOW. UEK BRACKET AT EACH END OF BOT. RAIL STEEL CALDWELL MFG 27 010 -001 2/ WOW. SASH STOP 4-1/2» LONG AT JAMBS RIGID VINYL MASTER TOOL 28 004 -002 2/ WOW. SWEEP LOCK O 7" FROM ENDS METAL SULINAN At ASSOC. 29 016 -001 AS REOO. FIN SEAL WOOL. PILE ULTRA FAB 30 023 -002 AS RECO. FILLED BULB VINYL' AMESBURY 31 016 -005 2/ WOW. FOAM (1 -3/16" X 1 -1/4' X 1/2') AT SILL ENDS OPEN CELL FRANK LOWE RUBBR 33 008 -014 AS REM. #SX1 PHPH SMS Sr /Sr FRAME/VENT ASSY SCREWS 34 008- -031 2/ END #10X1 PHPH SUS ST/ST FIX. RAIL ASSY SCREWS 37 012 -001 - SEAM SEALER SM5504 ACRYLIC SCHNEE MEAD 39 008 -010 2/ BRACKET #8X1/2 UCFHPH SIAS ST/ST UEK BRACKET SCREWS 40 008 -017 - #8X1 1/4 FHPH SMS ST/ST 42 015 -001 AS REGO. BULB VYNIL VINYL MASTER TOOL 45 015 -006 - 0.150 SPACER VINYL FRANK LOWE RUBBR 46 012 -004 - DOW 1199 SILICONE DOW CORNING 49 010 -010 - SASH GUIDE TOP RIGID PVB M & M PLASTICS 50 010 -011 - SASH GUI E BOT RIGID PVB M At M PLASTICS 51 008 -002 2/ LOCK 1118X3/4' FHPH SITS ST/ST • 55 003 -001 AS READ. ROLL FORM SCRIM FRAME ALUMINUM FLORIDA SCREEN (9) RETAINING CHANNEL 1.094 .844 .tt6Z 1 Tom1 TYP. ' t .825 f-- �.; 1. ^'!0 VENT SIDE RAIL i s . GI A7JNG 3EAD En9r. DR. FAIiMYQ N FAROOQ STRIA:IGRES = PRO!IIICT REVISED V&A PE f 16567 I to tortlIng with the Mori& CAN . gyp Corte u=:�e No loo Date h j,t._, _..1 f rT sheet 5 of $ 47 9/16" 6" MAX. HEAD /SILL CORNERS FALSE HUNTINS (SURFACE APPLIED) OPTIMAL 1 Q.L.O. (FIX. UTE 14" MAX. HEAD /SILL !t ^I 1t U II II === 11 I; HEAD /SILL ANCHORS 1407 REIN.). FOR WAS THAT REQUIRE 62 PSF OR LESS DESIGN PRESS ALUMINUM SINGLE HUNG WINDOW (L.M.I. ) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL SINGLE -UNI S OR SIDE ETY SIDE COMEMATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MU WOKS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY I JIB ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DECALS. ANCHORS ETATEEMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS *CLUEING BUT NOT LIMITED TO STEM/METAL SCREWS, THAT COME INTO DISSIMILAR CONTACT WITH OTHER OF 2004 �7 FLORIDA CODE SECTION 20038.4. THE REQUIREMENTS 46 7/8" D.LO. (VENT) 50 1/5" VENT WIDTH 53 1/8" WINDOW MOTH UNEQUAL LUTES (ORIEL TYPE} m N 47 9/16" 6" MAX. HEAD /SILL CORNERS (r -- D.L.O. (FIX. LITE) 14" MAX. HEAD /SILL - z 'to HEAD/SILL ANCHORS NOT REQD. FOR WINDOWS THAT REQUIRE 62 PSF OR LESS DESIGN PARES TYPICAL ELEVATIONS ItbJW UNITS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. STAFFERS - ARE NOT REQUIRED. Engr- RPS. 6557. VENT WIDTH 53 1/8" WINDOW WIDTH EQUAL LUTES MAR 0 2 2009 9 6 N 40 PROTIUM P.I as compIyin&wWItibcFlotklu Bullfrageodo AcceptanolNo cog--.0.4 9. 3 D $' >4- "1: M O U HUNG WINDOW 0 z u) U N z mot• 0IM' El' lu 3a 0 O r- 2: co o20 o�y3 O O i=1r1 v O a droving no. W03-53 (sheet lot 6 ) UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. ' SERIES 1039 . SERIES 1040 SERIES 3041;= SERIES 1062 WIDTH HEIGHT EXT.( +) 1NT.(-) EX%( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) 19-1/8' 24' 26-1/2" 32" 37" 40' 48" 53 -t /8" 50 -5/8" (4) 65.0 72.5 62.0 62.0 62.0 75.0 90.0 130.0 65.0 72.5 62.0 62.0 62.0 75.0 90.0 130.0 65.0 72.5 62.0 62.0 62.0 75.0 90.0 130.0 65.0 72.5 62.0 620 62.0 75.0 90.0 130.0 65.0 72.5 62.0 62.0 820 75.0 90.0 1310 65.0 72.5 62.0 620 62.0 78.0 900 130.0 650 72.5 62.0 82.0 62.0 75.0 90.0 1300 65.0 65.2 820 624 82.0 750 • 904 130.0 15 -1 /8" 24" 26 -1/2' 32' 37" 40" Of 53-1J ' or (5) 65.0 72.5 62.0 620 620 75.0 90.0 130.0 650 725 620 62.0 62.0 750 900 130.0 65.0 725 62.0 62.0 62.0 75.0 900 130.0 65.0 72.5 62.0 62.0 620 75.0 900 130.0 65.0 72.5 62.0 620 620 75.0 90.0 130.0 - - 620 62.0 620 750 900 130.0 - - 62.0 62.0 62A 75.0 900 1304 - - 62.0 62.0 624 75.0 90.0 129.6 19 -1/8" 24" 26 -1/2" 32" 37" 40" 48" 53 -1/8" 78" (5) 6541 72.5 62.0 620 62.0 75.0 90.0 130.0 65.0 72.5 620 620 620 750 900 130.0 650 725 62.0 62.0 62.0 75.0 904 130.0 - - 620 62.0 62.0 75.0 90.0 130.0 - - 62.0 62.0 62.0 750 900 1300 - - 62.0 620 62.0 75.0 900 1314 - - 62.0 62.0 62.0 75.0 90.0 130.0 - -- 62.0 620 62.0 75.0 90.0 128.1 19 -1/8" 24" 26 -1/2" 32" 37" 40" 84' (7) 65.0 72.5 62.0 62.0 62.0 75.0 90.0 130.0 66.0 72.5 62.0 62.0 62.0 754 90.0 130.0 - - 62.0 62.0 620 75.0 900 130.0 - - 62.0 62.0 62.0 75.0 90.0 130.0 - - 624 624 62.0 75.0 90.0 130.0 - - 820 624 62.0 75.0 90.0 130.0 t9 -1/8' 24" 26 -1/2" 32" 3r sr (6) 654 72.5 620 62.0 62.0 750 904 130.0 - - 620 62.0 62.0 75.0 900 1304 - - 620 62.0 624 75.0 90.0 130.0 - - 62.0 , 620 62.0 75.0 90.0 130.0 - - 62.0 62.0 62.0 75.0 90.0 130.0 SERIES 1030 z x m WIDTH /, .090' UNEQUAL LITES (ORIEL 1YPE) 3/16" HEAT SEREN'0 GLASS PVB INTER AVER BY SOWTLA 3/16" HEAT STREN'D GUESS SILICONE DOW CORNING 995 SERIES 1040 SERIES 1041 GLAZING OPTIONS to i7 3/16" HEAT SIREN'D GLASS .090' PVB INTERLA sENTIYRYGLAS PWS BY DUPONT 3/16" HEAT S1RENV GLASS Sii.lCONE DOW CORNING 995 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 SERIES 1062 02 2009 IPRODUcriumsm sweargbIlegwkhthefledda Didesseede PrailseiGusroi I‘ta) rn Q z cQ am Zo tq ad Z o 08 4 0g co O 044 4"X .0 a rig 8 c 3 S gt 8 0 iY L "• ow" ^! no. W03 -53 (sheet 2 of 611 (sheet 3of 6 ) EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIM. SERIES 1030 SERIES 1040 SERIES 1041 SERIES 1062 WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +)11NT.( -) 19 -1/8" 24° 26 -1/2' 32" 40" 48" 53 -1/8" 26" (2) 650 72.5 62.0 62.0 65.0 75.0 90.0 130.0 65.0 72.5 62.0 62.0 65.0 75.0 90.0 130.0 65.0 72.5 62.0 62.0 65.0 75.0 90.0 130.0 65.0 72.5 624 62.0 65.0 75.0 90.0 130.0 65.0 72.5 620 82.0 65.0 75.0 90.0 130.0 65.0 72.5 62.0 620 65.0 75.0 90.0 130.0 654 72.5 62.0 620 650 75.0 90.0 130.0 65.0 72.5 82.0 620 65.0 75.0 90.0 130.0 19 -1/8" 24' 26 -1/2" 32° 37° 40" 48 53 -1/8" 38 -3/8" (3) 65.0 72.5 62.0 62.0 650 75.0 90.0 1300 65.0 72.5 62.0 62.0 650 75.0 90.0 130.0 65.0 72.5 62.0 62.0 65.0 75.0 900 130.0 65.0 72.5 620 620 65.0 75.0 900 130.0 65.0 72.5 62.0 62.0 65.0 75.07 90.0 130.0 654 72.5 62.0 62.0 _ O 75 0 900 130.0 65.0 72.5 62.0 62.0 65.0 75.0 90.0 130.0 65.0 72.5 624 62.0 65.0 75.0 90.0 130.0 19 -1/8" 24° 26 -1/2' 3r 3r 40° 48" . 53 -1/8' 50 =5/8° (4) 65.0 72.5 82.0 62.0 65.0 75.0 90.0 130.0 65.0 72.5 62.0 620 65.0 75.0 90.0 130.0 65.0 72.5 62.0 62.0 85.0 75.0 90.0 130.0 650 72.5 62.0 62.0 65.0 75.0 90.0 130.0 654 72.5 62.0 62.0 65.0 75.0 90.0 130.0 650 725 620 62.0 650, 75.0_, 900 130.0 850 72.5 62.0 62.0 650 75.0' 90.0 130.0 64.4 64.4 620 620 65.0 750 900 130.0 19 -1/8° 24° 26 -1/2° 32° 37' 40' 48" 53 -1/8" 63" (5) 65.0 72.5 62.0 620 650 75.0 900 130.0 65.0 72.5 62.0 62.0 65.0 75 0 90.0 130.0 610 72.5 62.0 62.0 65.0 750 900 130.0 650 725 820 620 65.0 750 90.0 1300 85.0 72.5 62.0 620 650 75.0 90.0 1300 ` 650 72.5 620 62.0 660 750 900 130.0 64.9 64.9 62.0 62.0 -65.0 75.0 90.0 130.0 58.0 58.0 620 62.0 65.0 75.0 90.0 121.8 j 19 -1/8" 24° 28 -1/2" _ .32.: 3r 40° 48" 53 -1/8° 76" .. - ._ \(6) 65.0 72.5 62.0 62.0 65.0 75.0 90.0 130.0 65.0 725 62.0 62.0 65.0 75.0 90.0 130.0 654) 72.5 620 62.0 650 75.0 90.0 130.0 ._65.0- -725 - -62.0- - 820 86 8 75.0 00.0 130.0 , 65.0 72.5 62.0 82.0 650 75.0 90.0 130.0 65.0 72.5 620 620 65.0 75.0 90.0 130.0 - - 62.0 62.0 65.0 _ 750 90.0 130.0 - -- 62.0 620 650 750 900 111.7 19 -1/8" 24° 28-1/2» 32" 37' 40" 48" 85.0 72.5 62.0 62.0 660 750- 90.0 130.0 650 72.5 620 620 65.0 75.0 900 1300 650 72.5 62.0 820 650 75.0 90.0 130.0 84" 650 72.5 620 620 65.0 75.0 90.0 130.0 (7) 650 72.5 62.0 62.0 6.5.0 750 90.0 130.0 - - 62.0 62.0 65.0 750 900 130.0 - - 620 620 650 750 90.0 1300 19 -1/8' 24° 26 -1/2' 32" 37' 40" 55.0 72.5 62.0 62.0 610 75.0 900 130.0 65.0 72.5 620 620 65.0 75.0 90.0 130.0 96" 65.0 72.5 62.0 62.0 65.0 75.0 90.0 130.0 (8) 65.0 72.5 62.0 620 65.0 750 900 130.0 - - 62.0 620 65.0 75.0 900 1300 - - 620 620 65.0 75.0 90.0 130.0 WIDTH 1 EQUAL UTES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) SAND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5,DEC -219 Enon . 814.= FA13000 • t SINIMPREVINED amemilkilemiththensIde A88,8960140 08.42/04:0 Dsta,2- J9`' - Control 2��04 By Moe Product (305) 262 -697$ a HUNG WINDO 0 z U) t a 4 s • 4 8 • a • I 3 O drawing no. WO -53 (sheet 4 of 6 ) 1BY W000 BUCK a 4 4 b 4 4 4 4 a EXTERIOR 4 .J a 4 b a 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 CD 0 !In b OPTIONAL TO SPRING LATCH L`1 0 O 0 J ;1 v O 4 4 b 4 4 4 4 4 4 4 4 TYPICAL ANCHORS SEE EON. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEY. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 OR WOOD D BUCK RE TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE,. TYPICAL ANCHORS: SEE ELEY. FOR SPACING 1/4" ' DIA. ULTRACON BY 'ELCO' (Fu -177 ICS1, Fr-155 IC51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1114 SAYS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (ItLL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,#12 SANS OR SELF DRR.uNG SCE INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. (NO SHIM SPACE) .DEECAL EDGE DI INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f c 3000 PSI MIN,.. MASONRY f'm = 1500 PSI ,MI?t. - - S11R F SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. • ' MAR 0 2 2009 .0901 ifteDIXTREVEED ffsamtliftwiththerterida alIdldhtgeede Redact i +A M a. O SINGLE HUNG WINDOW (LM. 2 z q 0 a a 1, I 6 0 Q C 0 4, f- 4 0 a 0 0 0 S m 0 a V a 0 0 0 0 drawing no W03 -53 (sheet 5 of 6 ) MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING lap TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH .VENT WIDTH D.L OPG. SCREEN CPTIONAL EXTERIOR O.L OPG. WINDOW WIDTH t /4" MAAX. LOA) FEARING SHAM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL 710 ULTRAUFT BALANCE -SCREEN OPT TYPICAL. ANCHORS SEE EL.EV. FOR SPACING ITEM NO. PART NO. QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 021 -029 1 FRAME HEAD 6063 -45 ARCH ALUM. 2 021 -002 1 FRAME SILL 6063 -75 ARCH ALUM. 3 021 -005 2 FRAME JAMB 6063 -16 ARCH ALUM. • 4 022 -007 1 MTG. RAIL 6063 -1'5 ARCH ALUM. 6 022 -004 1 VENT TOP RAN. 6063 -75 ARCH ALUM. 7 022 -001 1 VENT BOTITOM RAIL 6063 -T5 ARCH ALUM. 8 021 -003 2 VENT SIDE RAR 6063 -T5 ARCH ALUM. 18 021 -011 4/ LifE GLAZING BEAD 6063 -15 ARCH ALUM. 18A 021 -012 4/ LITE GLAZING BEAD 6063 -75 ARCH ALUM. 23 021 -008 2/ VENT SNAP LATCH (2 0 3" LG) 6063 -75 ARCH ALUM. 24 025 -000 2 ULTRA LIFT MANCE CALDWEIL MFG 24A 024 -000 2 BLOCK & TACKLE BALANCE 881 25 006 -001 2 SIRING ST/ST IND. SPRING 26 004-005 - UEK BRACKET STEEL CALDWELL MFG 27 010 -001 - SASH STOP MCI VINYL MASTER TOOL 28 004 -002 - SWEEP LOCK 0 7" FROM ENDS METAL SIJWVAN & ASSOC. 29 016 -001 AS REOD. FIN SEAL WOOL PILE ULTRA FAB 30 023 -001 - FILLED BULB VMIYL AMSBURY 31 015 -009 - CHIMNEY PLUG CLOSED CELL FRANK LONE RUBOR 33 008 -014 AS REDO. #8X1 PHPH SMS ST/ST 34 008 -031 2/ END f10X1 PHPH SMS ST/ST 37 012 -001 — SEAM SEALER SM5504 ACRYtJC SCdNEE 39 008 -010 - 18X1/2 UCFHPH SMS ST/ST 40 008 -017 - %18X1 1/4 FHPH SMS ST /S1 42 015-001 AS REOD. BULB VINYL VINYL MASTER TOOL 42A 015 -007 As REPO. WEDGE GASKET VINYL - 45 015 -006 - 0.150 SPACER VINYL FRANK LONE RUFBR 45A 015 -004 - 1/16 X .400 SPACER VINYL FRANK LOWE RUBBR 46 012 -004 - DOW 995 SLCONE DOW CORNING 49 010 -010 - SASH GUIDE POP MAD PVB M & M PLASTICS 50 010 -011 - SASH GUIDE BOT ROD PVB M & M PLASTICS 51 008 -002 - %6X1/2 FHPH SUS ST/ST 55 003 -001 AS REOD. ROLL FORM SCREEN FRAME ALUMINUM FLORA SCREEN Engf. Wf. iiE1t��1t� :FLA. PE i `ib$S7 CAPE '- MAR 0 2 2009 NB w+ththe id :. Stelegeode S. le" z RE O Q t o Q s 0 °.0 et S 0 L4 iettla tv W 4 O 8 O O V a I • 4i t drawing no. W03 -53 .287 3.189 .305 .062 3.082 j 1yp, 1.750 3.114 ®`J FRAME SILL LATCH 0 VENT SIB RALL 18) GLAZING BEAD wow BEAD EBBW-COMM YENI TOP_ CORNER 4111_11911OM CORNER PRODUCT fASOOQ PE #trht __ _ wiLLits►s Z ti13 ' i 0 • O 0 • a o o a m °Ito R • fag O 1LZ :45114 cvt d DDl TI t sca j/$. a 1* drawing no. W03 -53 (sheet of 6) WINDOW }^ WIDTH r 1 a 3I L ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 6' MAX. FROM ENDS r • 12' MAX- FALSE MUN11NS HEAD /SILL (SURFACE APPUED) ,/ MAY BE USED SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MUSJONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 & 3 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS US1 tU, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 1; i 1 I1 II 11 :I It 11 #1 IF '1 / 11 7.-.=====:;-./;_-;.z=:14===== ti -/ 11 .I 11 1 11 �I 1I .1 1: tl 11 11 m • � m a nt L- 44 3/8` D.L OPG. 48 WINDOW WIDTH TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. Engr DR. HumAyout4 fAR00C STRUCTURES FLA. PE # 16557 CAN. 3538 4P14 0 2008 PRO!) UCT REVISED as complying with the Florida Beicrag Code -genre No 1,: • [t to . L iS?- Alt 06 Product Centel 0 a v i drawing no. W03-57 (sheet 1 of 7 1/8' ANN. GLASS SILICONE rDOW CORNING 795 ADHESIVE FOAM TAPE t / DOW CORNING 795 GLASS TYPE 'B' GLASS TYPE 'B1' 3/16' HEAT STREN D GLASS .090" INTFRIAYER 'DUPONT BUTACRE PYB' {-- -3/16' HEAT STREW!). GLASS SIUCONE DOW CORNING 795 DESIGN LOAD CAPACITY - PSF ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & "C' GLASS TYPE GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES WINDOW DIMS. A' B' & 'B1' C'. 'CI & "C2' A" '8' & 'BI' 'C', 'Cl & 'C2' WIDTH HEIGHT EXT.( +) 1NT_( -) EXT.(+) INi_( -) EXT.( +) INT_( -) EXT.( +) 1NT.( -) ECT.(+) 1M_( -) EXT.( +) 1NT.( -) 19-1/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26 -1/2" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 37' 26" 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 48" 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 53 -1/8" ' 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 19 -1/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26 -1/2" 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 37' 38 -3/8" 46.7 46.7 46.7 46.7 46.7 46.7 66.1 68.1 70.0 90.0 70.0 80.0 48` 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 53 -1/8" 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 19 -1/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26 -1/2" 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 37" 50 -5/8" 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 48" - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 53-1/8" - - 34.1 34.1 34.1 34.1 - - 66.4 85.3 66.4 75.9 19 -1/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26 -1/2" 65.2 65.2 65.2 65.2 65.2 652 70.0 70.0 70.0 90.0 70.0 80.0 37" 58" 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 48" - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 53 -1/8` - - - - 32.5 32.5 - - - - 63.2 72.3 19 -1/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0. 26 -112" 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 37" 63" - - 46.7 46.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 48" - - - - 36.0 36.0 - - - - .70.0 80.0 53 -1/8" - - - - 32.5 32.5 - - - - 63.2 723 19 -1/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26-1 /2" 652 65.2 65.2 652 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 37" 74 -1/4" - - 46.7 4.6.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 48" - - - - 36.0 36.0 - - - - 70.0 80.0 53 -1/8" - - - - 32.5 32.5 - - - - 63.2 72.3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) 5/32" HEAT STREW!). GLASS .090" INTERLAYYER 'DUPONT BUTACUE PVB' 1/4" HEAT STREN'D. GLASS SR1CONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE '01' GLASS TYPE 'C2' t.. 'R 0 9 ZOO ? drawing no. W03 -57 (sheet 2 of 7 l U ` A! i - COMP- ANL \W03- 57ESVA DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' , & 'C' WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C' GLASS TYPE 'A' GLASS TYPES 'B' & '51' GLASS TYPES 'C', 'CI & 'CZ' GLASS TYPE 'A' G S TYPES v & 'B1' GLASS TYPES 'C'. 'CI & 'C2' GLASS TYPE 'A' GLASS TYPES 'B' & 'BI' GLASS TYPES 'C', 'Cl & 'C2' GLASS TYPE 'A' GLASS TYPES 'B' & 'B1' GLASS TYPES 'C', 'CI & 'C2' AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (308) 264 -8100 FAX. (305) 262.6978 WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.(+) j1NT_( -) EXT.( +) 1NT.( -) WIDTH HEIGHT EXT.( +) 1 NT. ( -) EXT.(+) 1N'C( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1HT.( -) EXT.(+) 1NT_( -) 18" 24" 30' 36' 42' 48' 54" 60' _ 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 18" 24' 30' 36' 108" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - - 70.0 90.0 70.0 80.0 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.6 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 . 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 24' . 30' 36' 120' 562 56.2 70.0 90.0 70.0 80.0 56.2 56.2 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.6 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 18" 24' 30' 36» 42' 48' 54' 60' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 W 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 L 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 1 . ii -1 41.1 41.1 41.1 41.1 41.1 41.1 60.0 60.0 70.0 90.0 70.0 80.0 3 WP �_ 1 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 = M �- i, 3 n Pc M Z M ° T En cLJ rr to E.S. WINDOWS 5220 N,W. 72 AVE, BAY #4 MIAMI, FL 33168 TEL. (305) 640 -9857 FAX. (305) 593 -2074 - - 36 0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - 360 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 18' 24' 30" 36' 42" 48' 54" 60' 60' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 _ .KEE; WIDTH AND LENGTH DIM IS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 900 k 70.0 80.0 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 -- - - 41.1 41.1 41_1 41.1 - - 70.0 90.0 70.0 80.0 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - - - 32.0 32.0 - - - - 62.2 71.1 - - - - 28.8 28.8 - - - - 56.0 64.0 18' 24" 30' 36" 42' 48' 54' 60' 72" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72_0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.6 57.6 57.6 57.6 642 64.2 700 90.0 70.0 800 - - 48.0 48.0 48.0 ' 48.0 - - 70.0 90.0 70.0 80.0 - - - - 41.1 41.1 - . - - - 70.0 800 - - - - 36.0 36.0 - - - - 70.0 80.0 0 0., 0 ..._r.. W W d . . S N 3 GLASS TYPE C2 ADO - - - - 32.0 , 32.0 - - - - 62.2 71.1 - - - - 28.8 28.8 - - - - _. 56.0 64.0 18' 24 _.3O- ...._ 36' 42" 48' -_ _ . _ . - - 84' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 700 72.0 70.0 72.0 70.0 70.0 700 90.0 70.0 80.0 - _ ._ ._. - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 .70.1L. 80.0 - - .-- - 4.8.0 8.0 48.0 - - - - 70.0 - 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 36.0 38.0 - - - - 70.0 80.0 > 18» 24' 30" 36' 42» 48" 90' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 700 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 c 0 m v o 0 0 0 - 0 o Zi n - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 L c< m U o - - - - 41.1 41.1 - - - - - 70.0 80.0 t o ,:� o i 0 1 e - _ e .---' o 3 '0 1 5. - - - - 36.0 36.0 - - - - 70.0 80.0 18' 24' 30' 36' 42' 95' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 OR. HUM"0UN FA7�'000 Fi A T ! C.A.U. CU 3538 - - :API•? ) 9 7008 PRODUCT REVISED is epCT with Ilse ! le - - 70.0 72.17 70.0 77_0 - - 70.0 90.0 70.0 800 - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 700 80.0 &a.- :,- ,.,.,.HDate,1P2Arogre•P -, Dade hodect • , or �. - - - - 41.1 41.1 - - - - 70.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300- 02/04 (3 SEC. GUSTS). drawing no. W03 -557 (sheet 3of 7 ) t 0 0 WINDOW HEIGHT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK a 0 0 EXTERIOR TYPIlrAL At4C TORS SEE ELEV_ FOR SPACING METAL ', STRUCTURE TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACE MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 3J16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16` TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (SILEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 18'- 111:10022N5 MITO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4= MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY MIN. EMBED INTO CONC. OR MASONRY /14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE `C'- 110 SMS OR SELF DRILLING-SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) INTO CONCRETE AND MASONRY = 1 -3/8" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 1/2* MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SILICONE. Ensp: OR. HU MAYOUN FAROOQ sTRUCTURiS FL. PE % 16557 CAN. 3533 aPP a 9 2008 Fi .1415rrfii: ,•:T • ... td.hag Cale Aectileaueetv.o A ti 8 L 0 0 a5 V CO Zt 0 0 to c� o a—a co 0 et et 8 4 8 RO 0 ri 0 0 0 f • 0 ft drawing no_ W03 -57 (sheet 4of 7 1/4' SHIM MAX. EXTERIOR D L OPG. WINDOW WIDTH PART ff QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMAR 1 ES5001 2 ES2000 -6 3 ES5002 4 WINDOW FRAME OPTIONAL GLAZING STOP 4 6063 —T5 6063 —T6 — FRAME COYER (OPTIONAL) 4 #8 X 1_ AS REQD. ASSEMBLY SCREWS 6063 —T5 CRS PH SUS 5 2/ LITE SETTING BLOCK NEOPRENE 7/16' X 3/16" X 3 -1/2` LONG 6 ES2000-1 0 OPTIONAL GLAZING GASKET SOFT PVC ES 1505 FLUSH FRAME ADAPTER 6063-15 OPTIONAL MIA --DADS COUNTY SEE SEPARATE NO APPR,D MUWON N. TYPICAL ANCHO SEE EIEV. FOR 1NG 1/4 MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: DR. HUMAIOUN FAR000 STRUCTURES FLA. PE # 16557 CAN. 3538 PRODUCT REVISED esc6ying with tbe E1otit ,Kock Wo Dete A' 9 200h Stpatir ei 1 dake: 07 -31-03 ■ a 0 m c� 0 0 o � { ) drawing no. W03 -57 • i ceo 2.330 -- .621 1.000 .813 FRAME 1837 2 GLAZING STOP (OPTIONAL) 577 537 P c J 868 L FRAME COVER (OPTIONAL) -�+ 328 .543 i►Ii .250 BULB VINYL (OPTIONAL) 1--2.268 1 FLUSH FRAME ADAPTER .500 0.142 1.788 .125 ALUM CORNER LOCK (6063-15) ALT. TYPICAL ANCHORS SEE ELEVS_ FOR SPACING 7 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING AL TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr OR. NOUATOUN FAROOQ STRuCTDRES FLA PE iE 16557 C.A.N. 3538 i.LODUCi REVISED as eonspilytug with the Metda CakiinCerle Aseeptoose No Rote 0 x -1500 ALUMINUM twat t N CO 0 0 0 m 7 ti o v 0 C 0 � O W iuc c 0 N O 0 O O 0 0 2 U n M 0 0 scow: 1/2' • 14 i3 n n drawing no W03 -57 (sheet 6 of 7 RECT. OR SQUARE WINDOWS RECT. OR SQUARE WINDOWS TYPICAL CORNER DETAILS CIRCULAR WINDOWS Engr. DR. HUYAYOUN FAROOQ STRUCTURES FLA. PE # 16557 CAN. PSf )UCE REVISED astumplyiag with the Florida Bede No _1 i el 0 z O z ..--- Z }:w m Q <2 w a o 0 u � o a fr C3 O i V do mrt CbQQ 8 0 m r a• W3�m li - 0 o�▪ .z AX. ) w 0 0 Q wI1a o a 0 0 0 • 0 C ) dots 07 -31 -03 • 11 N 0 0 0 drawing no. W03 -57 (sheet 7 of 7 MULLION SYSTEM 15 RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLK)NS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND Itsitu TO COMPLY WITH THE REQUtTS OF THE FLORIDA BulDiNG CODE 2007 EDITION INCLUDING Hai VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MOUTONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCIODRED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHCRS SHALL BE AS US TED, SPACED AS SHOVA4 ON DETAILS, EM Ni TO BASE MATERIAL. 9W1 BE BEYOND WAU. COVERING (STUCCO, ILE ETC.). ANCHORING COTIINTTONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION P1L22EASE 6 USED W DESEN OF ANCHORS INTO WOOD ONLY. MATERIALS MUMS BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WEH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3.3 AND 2326. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. - USE MIAMI -DADE COUNTY APPROVE''` GLAZ1NC PRODUCTS MEETING ABOVE LOAD REQUIREMENTS USE CONNECT/ON TO MULLION AS PER PRODUCT APPROVAL USING CHINS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED !N STEP 1 ABOVE. iSING ANCH0I TYPES ON `AEETS 5 THRU 8 AND ANCHOR CHARTS STEP 5 QN SHEET 4. JE,ECT yND -iuR TYPE W1P-4 DESIGN NAT1N MORE THAN THE DESIGN LOADS SPECWILt) IN STEP 1 AEilA E. 3.000 it LL 4r 5.000 6.000 1_ uo 7C ue rl TYPICAL WINDOW FRAME TUBULAR SHAPES 2.000 ALLOY = 6063 -36 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 3L 06) 262 -8976 MULLION \M04 -04E C ) 0 1 no. M04 --04 (Meet I of 8 I.04 If ,. It tut 4.000 ,I to It 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 3L 06) 262 -8976 MULLION \M04 -04E C ) 0 1 no. M04 --04 (Meet I of 8 1 X 3 STD. MULLION 6063 -T6 1 X 4 STD. MULLION 6063 -T6 1 X 3 CUSTOM MULLION 6063 -T6 1 X 4 CUSTOM MULLION 6063 -T6 r-2,000--11.125 2 X 5 STO. MULLION 6063 -T6 2 X 6 STD. MULLION 6063 -T6 2 X 6 HEAVY MULLION 2 X 3 STO. MULLION 6063 -T6 2 X 4 $TD. MULLION 6063 -T6 1.690 .156 TYP. 2.000 .125- 2.750 3.250 3.750 4.500 Etter AlcHAEI VICAR t' R ¢ ?E li 18863 ReDtl!_T RENEWED ate:. ; Jir s w the Florida u:i2.r�Ccdc £d = MIN. EDGE GIST. 1/2- FOR 1/4- OMA. ANCHORS 5/8- FOR 5/16 DIA. ANCHORS MULLION CLIP 6063 -T6 Ed =MIN. EDGE DIST. 1/2- FOR 1/4' DIA. ANCH0RS 5/8" FOR 5/i6- DIA. ANCHORS MULLION CUP 6063 -T6 4S. brx zo!¢ t$J'i1l•° droving no. M04-04 OCT 0 ± 2U09 sheet 2 of 8 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) L SPAN sT MIL D. 19 -1/8" 1 X 3 1 X 4 r CUSTOM CUSTOM DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1 X 4 2 X 3 2X4 2X5 2 X 6 2X6 STD.. STD. STD. STD. STD. HEAVY WINDOW DIMS. WIDTH (w) MILL SPAN 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM I X 4 CUSTOM 2 X 3 STD. 2 X 4 STD. 2 X 5 STD. STD. HEAVY WINDOW DIMS. MULL SPAN W1CITH (W) 26 -1/2- 30" 37' 42- 48' 54" 60- 66" 72- 19 -1/8" 26 -1/2" 30" 37' 42' 48- 54- 60"1 66' 72- 19 -1 /8- 26-1/2' 30' 37" 42" 48' 54" 38 -3/8- 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 • 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 149.6 150.0 150.0 150.0 150.0 150.0 150.0 130.9 150.0 150.0 150.0 150.0 150.0 150.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 104.7 150.0 150.0 150.0 150.0 150.0 150.0 95.2 150.0 146.8 150.0 150.0 150.0 150.0 87.3 140.1 134.6 150.0 150.0 150.0 150.0 19 -1/8- 26 -1/2' 30" 37' 42' 48- 54" 60- 66' 72' 74 -1/4" 74.6 140.9 115.1 150.0 150.0 150.0 150.0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 383 72.8 59.5 106.4 148.9 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 150.0 29.7 56.1 45.9 82.1 114.8 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 23.8 44.9 36.7 65.6 91.8 121.7 150.0 21.6 40.8 33.4 59.7 833 110.6 150.0 37.4 30.6 54.7 76.5 150.0 STD. STD. CUSTOM CUSTOM STD. STD. STD. HEAVY 37.9 27.3 55.3 96.7 146.1 150.0 27.3 39.9 69.8 1053 150.0 24.1 93.2 150.0 50.0 138.8 44.1 66.5 122.3 22.0 58.2 107.0 34.3 51.8 95.1 46.6 85.6 28.0 77.8 25.7 38.8 71.3 50 -5/8 ", 150.0 150.0 150.0 150.0 150.0 150.0 150_0 136.2 150.0 150.0 150.0 150.0 150.0 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 97.6 150.0 150.0 150.0 150.0 150.0 150.0 85.9 138.0 132.6 150.0 150.0 150.0 150.0 75.2 120.8 116.0 150.0 150.0 150.0 150.0 66.8 107.3 103.1 150.0 150.0 150.0 150.0 60.2 96.6 92.8 141.2 150.0 150.0 150.0 54.7 87.8 84.4 128.4 150.0 150.0 150.0 50.1 80.5 77.3 117.7 150.0 150.0 150.0 19 -1/8' 26 -1/2' 30- 37" 42' 48- 54" 60- 66' 72- 84' 51.5 110.1 793 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 32.8 26.6 23.4 70.2 56.9 50.1 50.7 102.6 41.1 832 36.2 143.5 116.4 '.02.5 150.0 150.0 150.0 150.0 150.0 20.5 43.9 31.7 64.1 89.7 118.8 39.0 28.2 57.0 79.7 150.0 35.1 25.3 51.3 71.8 150.0 31.9 23.0 46.6 65.2 150.0 29.2 21.1 42.7 59.8 283 20.5 41.6 72.7 115.6 150.0 203 30.0 52_5 83.4 150.0 26.5 46.3 73.7 135.4 21.5 37.6 33.1 52.6 29.0 109.8 96.7 84.6 25.7 40.9 75.2 67.7 21.1 33.5 613 30.7 56.4 60' 66" 72- 19 -1/5" 58- 143.8 150.0 150.0 150.0 150.0 150.0 150.0 103.8 150.0 150.0 150.0 1`_+0.0 150.0 150.0 91.7 74.3 65.5 147.2 119.3 105.1 141.4 114.7 101.0 150.0 150.0 150.0 15,10 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 57.3 92.0 88.4 1343 150.0 150.0 150.0 50.9 81.8 78.6 119.5 150.0 150.0 150.0 45.8 73_6 70.7 107.6 150.0 150.0 150.0 41.7 66.9 64.3 97.8 136.8 150.0 150.0 38.2 61.3 58.9 89.6 125.4 150.0 150.0 19 -1/8" 26 -1/2" 30" 37- 42" 48" 54' 60- 66' 72- 96- 34.5 74.0 53.3 108.1 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 22.0 47.2 34.0 68.9 109.9 145.6 1 50.0 38.2 27.5 55.9 89.1 118.0 150.0 33.7 24.3 49.2 78.5 104.0 29.5 21.2 43.1 68.7 91.0 150.0 26.2 38.3 61.0 80.9 23.6 34.4 54.9 72.8 21.4 31.3 49.9 121.6 28.7 45.8 60.7 111.5 21.9 32.0 89.0 150.0 23.1 40.4 118.0 20.4 56.8 28.9 46.0 84.5 253 40.5 743 22.3 57.9 28.4 52.1 25.8 47.4 43.4 26 -1/Z" 30- 37" 42- 48- 54- 60' 66- 72- 63" 121.9 150.0 150.0 150.0 150.0 150.0 150.0 88.0 141.2 135.7 150.0 150.0 150.0 150.0 77.7 124.8 119.9 150.0 150.0 1500 150.0 63.0 101.2 97.2 147.9 150.0 150.0 150.0 553 89.1 85.6 130.3 150.0 150.0 150.0 48.6 78.0 74.9 1140 150_0 150.0 150.0 43.2 69.3 66.6 101.3 141.8 150.0 150.0 38.8 62.4 59.9 91.2 127.6 150.0 150.0 35.3 56.7 543 82.9 116.0 150.0 150.0 32.4 52.0 49.9 76.0 106.3 140.8 150.0 19-1/8 - 26 -1/2- 30' 37- 42- 48' 54" 60" 66" 72- 108' 24.2 51.9 37.4 75.9 132.7 150.0 150.0 37.5 27.0 54.8 95.8 130.2 150.0 33.1 23.9 48.4 84.6 115.0 150.0 26.9 39.2 68.6 93.3 150.0 23.7 34.6 60.4 150.0 20.7 30.2 52.9 71.9 26.9 47.0 117.4 24.2 57.5 105.7 22.0 38.5 52.3 96.1 20.2 35.3 47.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ". 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A'. 'B' AND 'C' APPLICABLE TO ALI TUBE MULLIONS. I MULLIONS ARCHES TO BE INSCRIBED GLAZING PRODUCT GLAZING PRODuCT WI TYPICAL MULLION ARRANGEMENT5 WIDTH (W) 1 W2 ]C) fn FAA PE 1 38863 C.A.N. 3538 HORIZONTAL MUUJON PRODUCT GLAZING PRODUCT GLAZING PRODUCT OCT 01 2009 iskin o o o c. It I AX. (306) 2620878 ION \M04- 04ESW) 9 at UPDATED FOR 2004 FRC UPDATED FOR 2007 FRC REV. PER 6000 COMMENTS 0 0 CO 0 cst 0 drafting no- M04-04 1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE 1AhDil4 (w) NULL SPAR! A B C D E 79 -1/8 26 -1/2' 30' 37" 42" 48" 54" 60" 66- 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 754.0 143.1 150.0 150.0 150.0 150.0 17 60 150.0 150.0 150.0 150.0 102.2 150.0 132.9 150.0 150.0 89.4 150.0 116.3 150.0 150.0 79.5 147.3 103.4 150.0 150.0 71.5 132.6 93.1 150.0 150.0 65.0 120.5 84.6 150.0 150.0 59.6 1103 77.6 150.0 150.0 19 -1/8 26 -1/2" 30' 37- 42" 48" 54" 60" 66" 72" 50 -5/8" 1500 150.0 150.0 150.0 150.0 1225 150.0 750.0 150.0 150.0 108.5 150.0 141.1 150.0 150.0 87.9 150.0 114.4 150_0 150.0 77.5 143.6 100.8 150.0 150.0 67.8 125.6 88.2 150.0 150.0 6(13 111.7 78.4 150.0 150.0 54.2 100.5 si 703 141.1 150.0 49.3 91.4 64.1 128.3 150.0 452 83.5 58.8 117.6 147.0 19-1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72' 19 -1/8" 26 -1/2" 30" 37' 42" 48" 54" 60" 66" 72" 1485 150_0 150.0 150.0 150.0 107.2 150.0 139.4 150.0 150.0 94.7 150.0 123.1 150.0 750.0 76.8 142.3 99.8 150.0 150.0 67.6 125.3 88.0 150.0 150.0 58" 59.2 109.7 77.0 150.0 150.0 46.5 52.6 973 68.4 136_8 150.0 41..3 47.3 87.7 61.6 123.1 150.0 37.2 43.0 79.7 56.0 1119 139.9 33.8 39.4 73.1 51.3 102.6 128.3 19 -1/8" 26 -1/2' 30" 3r 42- 48" 54" 60' 66' 72" 62.0 1367 150.0 150.0 150.0 150.0 103.7 98.7 150.0 128.3 150.0 154.0 74.9 87.2 150.0 113.4 150.0 150.0 66.1 70.7 131.0 91.9 150.0 750.0 53.6 62.3 115.4 81.0 150.0 150.0 63" 54.5 101.0 70.9 141.7 150.0 41.3 48.4 89.7 630 126.0 150.0 36.7 43.6 80.8 56.7 113.4 141.7 33.1 39.6 73.4 51.5 103.1 128.8 30.1 36.3 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (w) NULL SPAN A B C D E 19 -1/8' 26 -1/2" 30- 37" 42' 48 54" 60" 66" 72" 74 -1/4" 116.0 150.0 150.0 7500 150.0 83.7 1500 108.9 150.0 150.0 74.0 137.1 96.2 150.0 150.0 60.0 171.1 78.0 150.0 150.0 52.8 97.9 68.7 137.4 150.0 46.2 85.7 60.1 120.2 150.0 1 41.1 76.1 53.4 106.9 133.6 37.0 68.5 48.1 96.2 120.2 33.6 62.3 43.7 87.4 109.3 30.8 57.1 40.1 80.2 100.2 19 -1/8" 26 -1/2' 30" 37" 42" 48" 54" 60' 86" 72" 84' 102.5 150.0 133.4 150.0 150.0 74.0 137.1 96.3 150.0 150.0 65.4 121.1 85.0 150.0 150.0 53.0 98.2 68.9 137.9 150.0 46.7 86.5 60.7 121.5 150.0 40.9 75.7 53.1 106.3 132.9 36.3 67.3 47.2 94.5 118.1 32.7 60.6 42.5 85.0 106.3 29.7 55.1 38.6 77.3 96.6 272 50.5 35.4 70.9 88.6 19 -1/8" 26 -1/2" 30" 37" 42" 48- 54- 60" 68" 72' 19 -1/8" 26 -1/2" 30" 37' 42" 48" 54" 60" 66" 72" 89.7 150.0 116.7 150.0 150.0 150.0 64.8 120.0 84.2 150.0 150.0 140.4 57.2 1060 74.4 148.8 150.0 46.4 85.9 60.3 120.6 150.0 80.4 40.9 75.7 53.1 106.3 132.9 96- 35.8 66.3 46.5 93.0 116.3 62.0 31.8 58.9 41..3 82.7 103.3 55_1 28.6 53.0 37.2 74.4 93.0 49.6 26.0 48.2 33.8 67.6 84.5 45.1 23.8 44.2 31.0 62.0 77.5 79 -1/8" 26 -1 /2" 30" 37- 42" 48" 54" 60" 66" 72- 51.7 79.8 147.8 103.7 150.0 150.0 57.6 106.7 74.9 149.7 150.0 50.8 94.2 66.1 132.3 150.0 412 76.4 53.6 107.2 134.1 36.3 67.3 47.2 94.5 118.1 108" 31.8 58.9 41.3 82.7 103.3 28.2 52.3 36.7 73.5 91.9 25.4 47.1 33.1 66.1 82.7 23.1. 42.8 30.1 60.1 75.2 212 39.3 27.6 55.1 68.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; ANY ANCHOR iONDIT1ON SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. j1 NTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'fl` AND ' E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE MOTH (w) NULL SPAN A B C D E 19 -1/8" 26 -1/2' 30" 37" 42" 48" 54" 60" 66" 72" 120" 71.8 133.0 93.4 150.0 1500 51.8 96.0 67.4 134.8 150.0 45.8 84.8 59.5 119.0 148.8 37.1 68.8 48.3 96.5 120.5 32.7 60.6 42.5 85.0 106.3 28.6 53.0 37.2 74.4 93.0 25.4 47.1 33.1 66.1 82.7 22.9 42.4 29.8 59.5 74.4 20.8 38.5 27.1 54.1 67.6 - 35.3 24.8 49.6 62.0 19 -1/8' 26 -1/2" 30' 37" 42" 54" 60' 66" 72" 132" / 65.3 120.9 84.9 150.0 150.0 47.1 87.3 61.3 ., 122.5 150.0 41.6 77.1 54.1 108.2 135.3. 33.7 62.5 43.9 87.7 109.7 29.7 55.1 38.6 77.3 96.6 26.0 48.2 33.8 57,6 84.5 23.1 42.8 30.1 60.1 75.2 20.8 38.5 27.1 54.1 67.6 - 35.0 24.6 49.2 61.5 - .32.1 22.5 45.1 56.4 19 -1/8" 26 -1/2" 30" 37' 42" 48" 54" 60" 66" 72" 59.8 110.8 77.8 150.0 150.0 43.2 80.0 56.2 112.3 140.4 38.1 70.7 49.6 99.2 124.0 30.9 57.3 40.2 80.4 100.5 27.2 50.5 35.4 70.9 88.6 144" 23.8 44.2 31.0 62.0 77.5 21.2 39.3 27.6 55_1 68.9 - 35.3 24.8 49.6 62.0 - 32.1 22.5 45.1 56.4 - 29.4 20.7 41.3 51.7 ANCHORS \CA.8.C.0 OR E %ER1)CI¢. fie MuuJON 0 GLAZING PRODUCT GLAZING PR00 UGT ANCHORS A.8_0.0 OR E WI W2 TYPICAL, MULLION ARRANGEMENTS W TH (W) WI + W2 2 ANcHORs CA E HORIZONTAL MULLION N ARCHES TO BE INSCRIBED MT* RECTANGULAR 9iAPE -_ -- _ : « GLAZING �-••� �7 PRoot�'r N r f 3 GLAZING PRODUCT ‘ l` ` m--7- DE1AL #1 GLAZING PRODUCT ANCHORS A.B.C.O OR E MULLION SPIN Eegr: ARSHAO VtOAR CNN_ F A PE / 38863 C.A.N. . 3538 "'KCJW I� T RF.N.'- '.W'EL) fit ::sr7 +., :ilg w.3r the Florida pastwta/r.u: No 01 2009°.:` drowirig no. M04 -04 (sheet 4 of 8 ) t /4' DIA ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) Ed 113Y WOOD BUCK 1 •_�1 it i1 L 1/4' D1A. ULTRACONS 2 PER CLIP (1 ON EACH WING) MUM WI OMR- — on — ' 1/4" DIAL ULTRACONS 1 PER ANGLE „......1111 • FLOATING CUP SNUG FIT INSIDE MULL WOOD BUCK OR MOOD STRICTURE -.401101 1 . -i ALT£RI'&ATE ANCHOR LOCATION It II le J 114 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS 1 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE 1177-Mr. 11 ■ =9, - - - FUOKTING CUP SNUG FT INSIDE MULL ANCHORS TYPE 'A' #14 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Ed. 2 1/4' MIN. 6 I /4' D4A, ULTRACONS 1/4' OLA ULTRACONS 2 PER ANGLE 4 PER CUP (2 ON EACH WING) • N ax N Ed_ 1" MIN. 1101011ffi 1 BY WOOD BUCK tI ►i II rI It ►I ILJI 1 r —r4 It tt t /4" DIA. ULTRAGONS 4 PER CUP (2 ON EACH WING) WirrirM FLOATING CUP SNUG F1T INSIDE MULL #14 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE 2 BY WOOD BUCK 1/4" DIA.. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE D4ST. MIN. EMBEDMENT WOOD 1' 1 -3/8" BLOCK 2 -1 1r 1.1/4" CONCRETE 2 —t/2' 1 -1/2' AU. CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO 3E PROTECTED WITH ALKAU— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. 1/4' DUI. ULTRAcONS 2 PER ANGLE ■fi 2 X 2 X 1/8" ALUM ANGLE -'41"Nr-a-1141/11 FLOATING CUP SNUG FT INSIDE MULL ANCHORS TYPE 13' #14 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE Enty: AR5HAO wt)AR CAIL FLA. PE 1 38863 Q.A.N. 3558 OCT U1 2119 2 X 2 X 1/8' ALUM ANGLE ?RCDUCi RE::._ • v assamplying wi i :i: ;mid' f_ xNO Eacniratjo Da1t • ... Miami > Division 0 bi t 0 i v 0 0 1 D t r 1 2 NO CHANGE THIS SHEET f 40 n 0 0 SO n 0 3 drawing no- M04-04 (sheet 5 of 8 (sheet 6 of 8 ) Ed. 1/4` DtA. ULTRACONS 2 PER CUP (1 ON EACH WING) • 1/4" DIA. ULTRACONS 1 PER ANGLE 1/4' OIA ULTRACONS 4 PER CUP (2 ON EACH WING) 1/4 D1A ULTRACONS 2 PER ANGLE _ FLOATING CUP SNUG FIT INSIDE MULL x 2 X 2 X 1/8 ALUM ANGLE #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 1 1 1 1 1 firi 1 Ed. ALTERNATE ANCHOR LOCATION 1/4" DM. ULTRACONS 2 PER CUP (1 ON EACI4 AMC) ANCHORS TYPE 'C`— 1/4" DIA. ULTRACONS BY 'ELC4'. - "') . ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT! WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/" FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE Vital 1 0 0 z 0 J 2 c LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4 5" AND 6" TUBE MULLIONS ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO SE PROTECTED MTH ALKALI - RESISTANT COATINGS. SUCH AS B1TUM1hoUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engn ARSSHAD Y1QAR Crop. FtA PE # 38863 C.A.N. 3538 OCT 0 1 2i'09 nODUCT It N ti Ei) Oita t le Ix_ t Zo14 3 Lr tfoici DiViSiOn (revisions: no dote by description A 00 08.04 NO CHANGE DOS SHEET 0848.06 H UPDATED FOR 2004 rep C 12.28.06 NO CHANGE THIS SHEET 0 08.28.08 UPDATED FOR 2007 FBC E 02.26.09 REV. PER BCCO COMMENTS 0 N 0 O O is drawing no. M04 -04 5/16" WA. ULTRACONS 4 PER CUP (2 ON EACH WING) 5/16" DIA. ULTRACONS 2 PER ANGLE • a • •. FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE 2 X 2 X 1 /8" ALUM ANGLE LOCATION OF SCREWS CONNECT ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 5/16" DM.1JLTRACONS BY TLCO' ULTRACONS MAY RE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. CONCRETE. 2 -1/2" MIN. EMBEDMENT 1 -3/4" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED PIRECTO' TO CONCRETE TO RE PROTECTED WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT CR WATER -WHITE METriACRYL'•TE LACQUER. Er sr ARSHMD 140$R OWL EUL PE O 38463 C.A.N. 353E I 'J 1 70a; 7R0173Ci RENEWED Vic+- :lyir,3 =G1t ; Ffoc;Ao +" • ".:171C. S.03 Z47›(4 Ely - vromi ...3e Fro.. uct Coot .1R'iztion J y f v 0 O J I P Z O 2 0 X 0 w r v, o � c i IG i a r .4 I' V o 0 ....-.0 drow;ng no. M04-04 sheen 7 of 81 ♦ , / ■ 1. . . tAl& . t8gi liiiillik ' ig N c w I m W y IP O C m c N i 1. _ ^ • n , N ... N sow I! I A o x K I Fn 01 i ► F .NO" Al IV .1k III coIR P ilii atls .z,' 8 i - N V EIO! Z I! I I I I I I AUAilmoc,ma r ANW,.J I CI I ,tea iii el T I II II r-.. '•--- ;Z of f j at il t 5 70 ?1.4 fli§ irO ; QQA 10 I 11 fv:' • r) i 'i I A VIII dole: 04-26-04 rovlglons ALUMINUM TUBE MULLIONS AL- FAROOQ CORPORATION a m d ENGINEERS & PRODUCT DEVELOPMENT � soolo: 3�8' a 1 A 08.46,44 NO CHANGE THIS SHEET E.S. E� WINDOWS. LLC CO � � � _ ..__. __ 1.236 S.W. 87 AVE :p / - B 08.08.08 H UPDATED FOR 2004 roc 5220 N.W. 72 AVE. BAY #4 1 dr. by HAMI0 C 12.28.08 NO CHANGE THIS SHEET MIAMI, FLORIDA 33174 D 08.28.09 UPDATED FOR zoo? FBC MIAMI, FL. 33166 T66 (308) 284 -8100 PAX. (909) 282 -e978 ` 1', P' (ebb. by: TEL (305) 624 -7775 FAX (305) 624 - 7777 — -- -__.__________._____._.__�___ __.___ -- _.- __ 4 ` �( �_ ^� �E 09. 28.09 REV. PER NCO COMMENTS ,,,, t MULLION �Ad04- 04ESW) #10 FH SMS J 2/ SIDE 1/8-THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUWON THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION . #14 FH SMS 1 -1/2" O.C. MIN. SEE CHART FOR QUANTITIES 110 FH SMS 2 PER CUP 1" O.C. MIN. I-3/4"X 2"X 1/8" (FOR 28Y TUBE) 3/4"X 2"X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIEE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION j14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. NiIN CL TO CL SPACING ALUMINUM 5/8' 1/2' PILODUC z RENEW&�� }_ ;as'n 'nail the I•�S..1cida ', ceN 'r`." *•2s.Q3 t,�nse i30 Q (sheet 8 of 8 J (4) ANCHORS AT MTG. STILES AND MULLION ENDS 1- x v w X r) w 6" MAX. HEAD /SIl CORNERS 33 11/16" FR. HEAD & SILL x 0 14 2 146 3/8" FRAME WIDTH 73' 0 0 JjI LI 11 11 1I 11 IT I1 1! 11 11 II FRAME HEAD & SILL I' 3" 6" 3" 11 11i 11 [� II rr i ,I 29 5/16" D.L OPG. 33 5/16" PANEL WITH 28 3/16" d.L OPG. 36 13/16' 3- 33 11/16" FR. HEAD & SILL 6" 3" \ \ \ \ LOCK OAPONS SEE SHEET, 2 FOR CAPACII�I' \ \y 1I LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT 1-IAS BEEN DESIGNED AND TESTED TO COMP+ Y WITH THE REOI •REMENTS OF THE FLORIDA BUILDING CODE 2w07 EE»TI0'» !NCI UDING HIGH ''FLOCtTY HURRICANE ZONE (HVHZ). - WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TG THE STRUCTURE. ANCH02 SHALL OE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHU,4S EMBEDUEY; T TO BASE MATERIAL SHALL. BE 13EYDND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDt IONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS 'NCLUDING 81)7 NOT UMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER OISSIMTLAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. !d / / / / / f INACTIVE 1 12" MAX. HEAD STLL. ( OXXO ) / II 11 11 ii 11 1 SURFACE APPLI FALSE M! INTINS MAY 13E USED 29 5/16" D L OPG. 33 5/16" PANEL. 1MIDTH INSTRUCTIONS: USE CHARTS AS FOLLOWS. m -,0 U 1D of 76" (4) ANCHORS AT MTG. STILES D 6" MAX. rxnMt Wt. 73" FRAME HEAD & SILL 3" 6 3- PivC FSEE 111 . 11 1 CORNERS FRAME HEIGHT 93 1/2" \ / ,r / rI / f`/ \ \\ LOCK t PTDONS SEE SHEET 2 FOR CAPACITTY // \ ,/, // // / / / / / / / / % / / ti =z =aF / ii. / Ix/ fit / 112 11 \ 11 == X= -j1= === == \ it % 11 \ tl - -- I� - x -- / \ II 1' 17" MAX. -? 0 it \ 1NACRYE BUfT HINGES 28 1 3/16' 1 12" MAX. ` - - - -- s HEAD , FOR CAPACITY TYPICAL ELEVATIONS TESTED UNITS STEP J. STEP STEP STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT S SE0 ON WIND VELOCITY. BLDG. HEIGHT. WIND ZONE USING � ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE �4EET 2. USE LOWER VALUES FROM GQASS. HINGES, LOCK MD FRAME SILL OPBONS USED. FOR SIDEUTE PANEL (0) CAPACITY SEE SHEET 2.1. FOR SIDEUTE CO4i81NATtON WITH DOOR OR SIDEUTE SEE MULLION CAPACITY CHART ON SHECT 2.2, THE LOWEST YAW,. RESULTING FROM '-1EPS 2. 3 AND 4 SHALL AP" LY 10 ENTIRE :YSTEM. SLL T HINGES MEET 2 CAPACITY DE �z 8 NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 1 SHUTTERS ARE NOT aQUIRE°. Er . • &Vt.3 »I A0 cvil • FLA. PE / 70592 CJLN. 35311 WI 25 MD PRt1313CTRE%TS"j - o lying with Thh.: Ro ida Acceptance No ?0 t Expiration Kd TTF' Dadc Cd+atl Cwilrol Z 0 Q f n E M O IS tt COMP- ANL \W04 -51 t a (1) FAX. (305) 624 -7777 0 u 10 10 m ii V 8 UPDATED FOR 2007 FOC 0 BCCO COMMENTS CC a c 1i1 .g. q n 4 .4 r qa -- a- = '1 o n- c 1 ' O 4 i li o O ! 1 1 o I H o m � I ai c drOwing no. l ! ILW04 -51 1 ( eet ; of --71 O 2 41 'X' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HECHT INCHES LEAF WIDTH GLASS TYPES HINGES LOCKS 'B & '0' 'C' & 'F' '5' OPTION '1' OPTION '2' OPTION '1' OPTION '2' FRAME INCHES EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (+) TNT. ( -) EXT. ( +) INT. ( -) EXT. (+) INT. ( -) 95 -3/4 37 -1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 39 -5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. FRAME WIDTH 'XX' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES LEAF WIDTH GLASS TYPES HINGES LOCKS 'A'. 'B & 'D' 'C' & 'F' `E' OPTION '1' OPTION '2' OPTION '1' OPTION '2' W INCHES EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (+) TIT. ( -) EXT. (+) INT. ( -) EXT. ( +) INT. ( -) EXT. (+) INT. ( -) EXT. ( +) INT. ( -) 95 -3/4 71 -3/4 70.0 80.0 904 900 90.0 90.0 90.0 90.0- 90.0 90.0 70.0 804 90.0 90.0 76 - - 90.0 90.0 90.0 904 90.0 90.0 904 90.0 70.0 80.0 904 90.0 HINGES: OP11ON #1• THREE PIECE ALUM BUTT HINGE BY 'E.5. WINDOWS' (3) HINGES PER LEAF AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO 0008 FRAME AND LEAF WITH j10X 1 "FHSMS (6) SCREWS AT FRAME, (5) SCREWS AT LEAF OPT[ON #2' FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED AUARNUN BASE. DIE CAST ALUMINUM COVER PLATES. ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12' FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH 5/16 -24 X 1" RI MS (2) PER WING D.L. OPENINGS; D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. TOT. RAIL) D.LO. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625' WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPG. LEAF HECHT 2/6 (X) 31 -1/2" 28- 11/16' 20 -1/16' 69 -1/16' 3 /0.(X) 37 -1/2" 34- 11/16" 26 -1/16" 81 -5/16" 3/4 (X) 39 -5/8" 36- 13/16" 28 -3/16" 5/0 (XX) I 59 -3/4' 28= 11/16" 20 -1/16 [ 6/0 (XX) 71 -3/4' 34- 11/16" 26 -1/15' '4 (XX) 76" %6- 13/16 "� -. -3/15" 1 NOTE: - DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER ESC WHERE REQUIRED. HEIGHTS: DAYUTE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HECHT STANDARD BOTTOM RAIL Ht- PROFILE BOTTOM RA& 6/8 79 -3/4' 77 -1/4 ". 69 -1/16' 65 -5/16" 8/0 95 -3/4" 93 -1/4" 85 -1/16' 81 -5/16" LOCKING HARDWARE: ACTIVE LEAF: OPTION 11; SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4 -28 X 2 -1/2' OH MS LEVER TYPE METAUIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) f8-32 X 1 -3/4' PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED 014 STLE FACE. LOCATED AT 12" FROM TOP AND BOTTOM FASTENED 10 LOCK STILE WITH f8 X 3/4" FH 5MS (2) SCREWS PER BOLT _OPTION #2: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM BOTTOM HANDLE ACTIVATES DEAD 804.T AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 18-32 X 2' OH MS INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' MANUALLY OPERATED tEVERS MOUNTED ON INSIDE FACE OE LEAF 5711.E LOCATED AT 12" FROM TOP AND BOTTOM - FeyTENED 70 :.00K STILE WITH ;3 X 3/4" Fr. PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED UNIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) HI -RISE SILL = +90.0 PSF (XX DOORS) +120.0 PSF (X DOORS) 1 1.500 1031_1E01 HI -RISE SILL. Engr: JAvan AHMAO Crot. FLA. PE # 70592 C.A.N. 3539 WAR 2 5 2010 2.000 1 PRODUCT REVISED as complying wn the Florida Building Code • Acceymace No £ 11. v Expiration Date :.lb a1f1)(lf Miami Dade Cate! �� iViSlOeFf Cs-heet 7 a) STATIONARY PANEL (0) OR SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT. /IN. FPAVE WIDTH INCHLS GLASS TYPES T. T. 'D' 'C', 'E' 'F' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 5/8 42 70.0 80.0 90.0 90.0 90.0 90.0 7/0 39 70.0 80.0 90.0 90.0 90.0 90.0 8/0 36 70.0 80.0 87.6 87.6 90.0 90.0 0.L. OPENINGS: D.L.O. HEIGHT = LEAF HEIGHT - 8.1875» (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.LO. WIDTH = PANEL WIDTH - 4.000" 3/16" H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS 3/16' H.S. GLASS SILICONE DOW CORNING 795 z rc 0 o a- GLASS TYPE 'A' \1/8" H.S. GLASS WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE 1S REQUIRED UNIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF HI -RISE SILL = +90.0 PSF c,r1500 .090" INTERLAYER 'DUPONT BUTACTTE PVB' 1/8" H.S. GLASS STD. SILL HI —RISE SILL 1/8' H.S. GLASS .090" INTERLAYER ' DUPONT 9UTACITE PVB' 5/32" H.S. GLASS SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 z 0 0 GLAZING OPTIONS GLASS TYPE 'C' z 0 w La GLASS TYPE 'D' NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLO%'DA 31.1+LDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 Engr. ,1AVAD r::h 1fD CIVIL R.A. r•£ / 70592 Gnrt 35.x3 MAR 2 5 20111 PRODUCT as complying with the Honda A Code Expiration Dote By ts£dda.2 Moroi tom Cow, Division z d 0 0 O ti co rn 1 1 0 Z w a A W U 'd d Q to a. > 0, co fr ? °« t„ n. m ri - 0 2t V3 ei 03 et 3U r* )- 0 FAX. (305) 624.777? at at UPDATED FOR 2007 FRC 1 REV. PER BCCO COMMENTS A w O O 0 Q 0 F O r a U 0 W 1.. c Si o n m� aJ o drowing no. W04-51.1 (sheet 2.1oi 7 )f MULLION DESIGN LOAD CAPACITY - PSF 510ELITE WIDTH INCHES FRAME HEM FT. /IN. DOOR TO SIDELITE MULLION SIDELITE TO SIDELITE MULL UNREINFORCED REINFORCED REINFORCED £XT.( +) /INT.( -) ExT.(+) /WT.( -) •EXT-( +) /INT-( -) 24 27 30 33 36 39 42 6/8 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 24 27 30 33 36 39 7/0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 60.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 18 21 24 27 30 33 36 8/0 78.9 80.0 90.0 74.8 80.0 90.0 71.1 80.0 90.0 67.9 80.0 90.0 65.0 80.0 90.0 62.4 78.9 90.0 60.1 76.0 90.0 H v w x 2 x 0 W CCx bi CC (xo) (OX ) 1 4.---/ / / f I / j 6p ; /{� 1y J / L :{ 1 \ (xo) (OX ) 1 4.---/ / / f \\ ! I / / / ;: / j 6p ; // /4 /ii o \ \ \ \P/ \O1 ii%N. 0 / / / \\ L :{ \ \ / 0 / I U \ \ i / tP 4.---/ / / f \\ ! I / / / ;: / j 6p / / / d \ \ \ v' \ \ \ /4 /ii o \ \ \ \P/ \O1 ii%N. 0 / / / 4� 0 L 0 is ii O3 ( Oxo ) ( xOO ) (00x ) ( 0)0x0 ) +stag; 4.---/ / / f \\ ! I / / / ;: / j 6p / / / d \ \ \ v' \ \ \ / Q / 5 / ii \ \ \ q\ on Q / 0 is ii \ iii / 0 / \ A \ / \ / \ / 0 O \ / ( 0)0x0 ) +stag; f \\ ! I / / / ;: / j 6p / / / d \ \ \ v' \ 14 s�w� / Q / 5 / ii \ \ \ q\ on \ ©/ \ % , \ . ' /. / / / ( 'cox ) ( O0XX ) UNRENFOICED REINFORCED 0008 TO ZIELITE M ULLNNV NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 2.1. FOR SIDEUTE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS. SIDEUTE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. ORC£D tTE TO ctt1F1 fTF 11UWc 4 t ODOR W40TH SIDEUTE WIDTH SIDEUTE WIDTH Engir: JAVAO AHMAO C3vit Fir PE 1 Ju592 CAN. 3538 A01C PROLIX -I :REVISED as complying with the Flora Acceptance C.170.1.3 'f- Expiradon Date 116 _.',..7/* - I?f- 3y Mm DadePledmecCoskol Division hi aI dr"wing -io_ I W04 -51 j (she 12.2of 7 t / Q / 5 / ii \ \ \ q\ \ ©/ \ % , \ . ' /. / / / yi f�i 0 is ii _ ( O0XX ) UNRENFOICED REINFORCED 0008 TO ZIELITE M ULLNNV NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 2.1. FOR SIDEUTE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS. SIDEUTE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. ORC£D tTE TO ctt1F1 fTF 11UWc 4 t ODOR W40TH SIDEUTE WIDTH SIDEUTE WIDTH Engir: JAVAO AHMAO C3vit Fir PE 1 Ju592 CAN. 3538 A01C PROLIX -I :REVISED as complying with the Flora Acceptance C.170.1.3 'f- Expiradon Date 116 _.',..7/* - I?f- 3y Mm DadePledmecCoskol Division hi aI dr"wing -io_ I W04 -51 j (she 12.2of 7 t EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • 0 a 2 SHIM SPAC:: ". 3/16' X 1 -1/2" WEEP SLOT 1/SILL AT SIDEUTES EDGE D1ST. STATIONARY UNITS v TYPICAL. ANCHORS SEE ELEV. FOR SPACING FRAME T PtCAL ANCHORS SEE ELEVATIONS FOR SPACING 1 B WOOD BUCK J 3/4" Milt THROW BOLT PENETRATION 0 a 0 1 /2" THROW BOLT PENETRATION INTO SILL . 3/16' X I-1/2" WEEP SLOT 2/ S+LL AT XX DOORS 1/ SILL AT X DOORS I EDGE DIST. \__ TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERABLE UNITS :t a N 2 N ! I ::_SE FRAME S Ln A2PLICAi3.E TO STAfONARY AND OPERABLE UNITS 0 F X HI— PROFILE BOTTOM RAIL: APPLICABLE TO STATIONARY AND OPERABLE UNITS. Engr. .:`. ?3D AHLIAO M F A. ri / 70:142 C.A.N. 3538 • PEtt »I fsIC; aCc ;SED as complying with dig torida Building Code Acceptance No'` E'43 Expiration .i tc d' 1WS'Ofd1 By )5\ t 1• i Lt v<•• Miec^.i Dade ocisact Control Division 0 Q 0 ao 0, w 3 0 V 0 Ua $ a aW. NO CHANGE THIS SHEET GENERAL. REV. 0, REV. PER BCCO T a 0 a 0 0 O V 0 a - yl_. 0 r 0 t li ell 3a!' o C_ drawing f:a. VV04 --51 (street 3 of 7 EDGE DIST. • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING w to TYPICAL ANCHORS SEE ELEVA7(ONS FOR SPACING EDGE DIST. Ir II, METAL STRUCTURE 1 SHIM SPACE MIAMI --DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA Ocn TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY *ELCO' (Fu.177 1(51, Fy-155 1(5*) NTO 2BY WOOD BUCKS OR WOOD STRUCTURES -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY # 14 SMS OR SELF DRIWNC SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. INTO METAL. STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 XS MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) = 1 /8") TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm s 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SIMCONE. Engv: JAVA) AHMAC CNIL FLA. PE II 7058, CAN. 3538 LIAR 5 2010 PRODUCT aorT ring Florida No DT fay agitation Data -/ Miami Dade Control Division FAX. (3O8) 262-61 0 1 a. 0 0 0 0 0 z� } Aa3 N W Q m n 3 ON r7 i Z j g 3Z.b- M r o w Vfc.Q it tj FAX. (305) 624 -7777 ( 8 c am a o a U 0 0 LL 8 n 0 0 Sal W 1, 8 8 10 0 0 N 0 ri MEfl LL drawing no. W04- -51 (sheet 4ef 7 1/4' MAX. j10 X 3/4' 5145 O 6' FROM ENDS & 14' O.C. MAX. 0 INTERIOR EXPOSED FLUSH BOLTS AT 10' FROM EACH ENO (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) CONCEALED FLUSH BOLTS AT 10' FROM EACH END IN— ACTIVE LEAF O.L. OPG. SIDEUTE PANEL WIDTH EXTERIOR OPTIONAL TRW TYPICAL. ANc HORS SEE ELEV. FOR SPACING OPTIONAL REINFORCING / SEE SHEET 2.2 FOR CAPACITY .96' X 2' X 96" x1/8- FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) ( OxxO ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD SICK 1/4" MAX_ SHIM 1/4' MAX. SHIM SPACE 1/ 4- MAX. OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96'X2'X.96'X 1/8' FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) �t;,!_ - iv i; -, TYPICAL_ ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS —SEE ELEv FOR SPACING FRAuE WIDTH EXTERIOR (x) PRODUCT REVISED as complying with tic Florida $uilc:ing Code Expiration 1.1 BS'I \ • 4L, Miami D i. Product Control druvirov no. W04-51 (sheet 5 of . 7 1 (sheet 6of 7 ) PIEM ;f PART If QUANTITY DESCRIPTION MATERIAL MARK/SUPPLIER/REMARKS 1 ES3001 -1 1 FRAME HEAD 6053 -T6 - 2 ES3001 -2 2 DOOR FRAME JAMB 6063 -T6 - 3 E53002 -1 1 FRAME SILL (STANCARD) 6063 -T5 - 3A E53025 1 FRAME SILL (HI -RISE) 6063 -75 - 4 ES3003 -1 AS REDO. SIDEUTE ADAPTER 6063 -T6 - 5 ES3004 AS REOD. SHEAR PLATE 0 ANCHOR LOCATIONS 6063 -T6 3' LONG 6 ES3005 -1 2/ LEAF TOP AND BOTTOM PAIL 6063 -75 - 6A ES3024 2/ LEAF HI- PROFILE BOTTOM. RAIL 6063 -T5 - 7 ES3006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -45 - 8 ES3007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6063 -T6 - 9 E53007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -T6 - 10 ES3008 -1 AS REOD. SIOEUTE STILE 6063 -T5 - 11 FB- 1202 -914 2/ LEAF EXPOSED FLUSH BOLT bHEEL SULLIVAN & ASSOCIATES 12 FB- 1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SUUIVAN & ASSOCIATES 13 ES3011 AS REGD. JAMB TRIM 6063 -75 OPTIONAL 14 ES3012 1 SILL COVER 6063 -76 - 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 16 ES3014 -1 4/ PANEL PANEL CLAMP 6063 -76 - 17 ES3003 -3 3/ LEAF HINGE ASSEMBLY • 6063 -T6 SEE SHEET 2 17A - 2/ LEAF PNOT HINGES - SEE SHEET 2 19 - - DOOR LOCK (SAVANNAH 201 SL) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321NG AS REOD. FIN-SEAL PILE W'STRIPPIIG - ULTRAFAB 22 E53020 AS REOD. BULB WEATHERSTRIPPING VINYL AT SUXUTE PANELS 23 - 1/ HINGE HINGE FORCING BAR ALUMINUM 1- 1/4701/8'X4 -1/4' LONG 24 - AS REOD. HINGE REINFORCING BAR ALUMINUM 1/8' THK. X 7 -7/8' LONG 25 - 2/ LEAF 3/8' DNA. THREADED ROD W/ NUTS STEEL - 26 - AS REOD_ FRAME ASSY. SCREWS - /10 PAN HEAD SMS 27 - AS REOD _ MULLION REINFORCING CHANNEL A36 STEEL - 28 ES4014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 ES4019 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS REOD. 3 /8' D1A. X 1/8' HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 ES4013 AS REOD. WEDGE GASKET - - 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063-45 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - 110 X 1' FH SUS 34 0 /LON AS REDO. DOOR PANEL W'STRIPPING - SCHLEGEL Engr: JAVAO AHMAD 0VH. FLA. PE ! 70592 .Z38 PRODUCT REVISED rs complying with the Florida = ;uding Code Acceptance MO Eviration Date Miami Dade tact cols d v z ▪ 0. re O o. 0. c o 8 . 0 el • In Q 4ap o E Q .0 in 3, um tll JO Q X. (306) 262-8 0 is M J r a 0 0 t . FAX. (305) 624 -7777 c 0 a Q to 0 • 0 U d g 6 2 4 0 NO CHANGE THIS SHEET REV. PER SCCO COMMENTS 0 41 ®O �C 0 0 r: U 0 0 0 0 a r n IJ 0 n 0 0 el 0 a J...--t V b drawing no. 1 W04 -51 j 1 .361 }�-� b 1 2.125 - x.375 ^- COMP- ANL \W04 -51 ESW1 4.000 111 - -d 1.779 a ' 1.500 j _I 2.250 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S,W. 87 AVE MIAMI, FLORIDA 33174 TEL. (308) 264 -8100 FAX. (308) 262-6978 ___T (SCALE 7:1) 145 31 WEDGE GAS, {ET 4.312 0® .078 ! A 688 L. 2.125 I FRAME HEAD - -2.016 /JAMB -- 2 000 0 III �---- - -3.350 x.078 1 d 15 WEATHERSTRIP 1.608 � O6f� .395 °b- 2.1'674 - �f� 0 SHEAR PLATE 1.500 -a1 ADAPTER STEEL PtN STEEL PI ' of _ v +O 0 © p _T 3.375 0 r-1.750 --1 i -11.000 t J SERIES -3000 ALUM OUTSWING FRENCH DOOR 4.M1) E.S. WINDOWS, LLD 5220 N.W, 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624 -7775 FAX. (305) 624 -7777 i 000 4.000 1 I .078 3.500 .045 2 (OPTIONAL) f 2.000 0 0 R 1 U t3 JAMB TRIM Q 3 PIECE HINGE .913 rli 250 1.1121 '4 i---.590 TOP /BOTTOM RAIL - .125 - .960 1.531r f 2.000 i 16 PANEL CLAMP 2.674 1 078 I .395 i REINF. MULLION CHANNEL U 1REV, PER BCCO COMMENTS GLASS D' & BOTT. RAIL ADDED 1NO CHANCE THIS SHEET GENERAL REV. REV, PER BCCO COMMENTS 4 .750 2.000 s13 3.350 490 -d 1.145 2.163 .078 - .590 SIDELTTE ADAPTER 1.750 ! -� G .621 7250 .078 - , �{ it, f� 7 .913 j 1.5o t 062 14 1.145 { i I 7.750 1 i 094 to SIDE UTE STILE .1.__ 1J .475 Q 4.000 FRAME SILL (STD.) .927 SILL COVER o a o o = goo o °- n N i a t 7 4.625 .094 913 II( _� 1.954 �• 062 r o g i .--. • m n p ^ 9111 r'-. ji 4.000 1.984 . • -a 1.145 1 Engr•. JAVA° AttAIAO FLA. 1E O 70592 C.A.N. 3538 T > �y MA 5 2010 P4tODiICTRE as complying, with the Florida Noo9- t2r?'.t03 'y^ s $Y `' : "` boa. uuCtxskul I .5901 .750 490-°j f[ i ! ! z.o00 1.750 0 9 5753 - T r f dtr� ©Fpw�ingg no. 't i1iO4, -51 .094: HINGE STILE 913 :5a HI- PROFILE 078 4.(100 00 LOC: ST =LE/ <EEPER STILE ++ 1.750 --mil BOTTOM RAIL 4.(00 0 FRAME SILL (HI -RISE) (sheet 6.1 of 7 � • r7 /.71t--,,, \ irt--- \7\ \:',.\\.\ \ VA \ .., y :.,:,\\\ \ .14. ;\ \ \ r-i -r) Niii:•, . \ ' z iii;.,► \\ r • t,0 / ..\\.,, N U, .\ \ \ , e 1 \\ ` \ m X \V 41\ d ASINIVC \ t40 (' 4 11 4 ... . s. kj tA ,i, x- w:, -- glib a i I:- F g Ili A' Wgsm0 $ a ~Ca►.: 08 -10 -04 h revisions SERIES -3000 ALUM OUTSWING FRENCH 0008 (LA I,) 1� AL- FAROOQ CORPORATION a .• 0 4. (owe: 3/8. „,, 1 1306.21,08111111 NO CHANGE THIS SHEET E.S. WINDOWS U.0 ENGINEERS & PRODUCT DEVELOPMENT ".1 4h, 3 08.17.07 NO CHANGE THIS SHEET 238 S.W. 8fi AVE r- r 5220 N.W. NW 72 AVE, BAY #4 MIAMI, FLORIDA 33174 °, I I]r• by -m.s,a 1 n08.14.OSr NO ERN. THIS SHEET MIAMI, FL. 33166 TEL. mom 28443100 FAX. (308) 282.6978 (.71 aI E 11.23101) GENERA. REV, mom, V �.a :. (chit, by: TEL. (305) 624 -7775 PAX. (305) 624 -7777 �� F 03.12.10 REV. PER BCCO commis ,4 ) COMP- ANI_�W04- 51ESW1 FRAME TOP CORNER FRAME _BOTTOM CORNER DOOR LEAF CORNER STATIONARY PANEL OR SIOEUTE CORNER r gr JAVAQ Ai-NAD CNC F.H. PE I 70592 PRODUCT REVISED CAN. 3538 as co aplying with the Fasida Amiding Code No ira xpisffiiw..; Dale 1 ^r7fX!# By NI S ttk l .C.IA"4` DiSOB (sheet 7 of 7 3/8 48 3/4 MASONRY OPENINS 48 3/8 WINDOW WIDTH ■ i9 I- z_ Z d n -_ ❑ r r }'S r r 0 z r 0 D Z 03 3 4 4 ELEVATION 4-REQ. 2- 1V1NG ROOM 2- DINING ROOM 48 WINDOW WIDTH ®ELEVATIDN 2 -REQ. 1-LIVING ROOM 1 - KITCHEN I.W.C. LLC. SERIES "7040 ALUMINUM SINGLE HUNG IMPACT WINDOW IN WHITE FINISH FRAME WITH CLEAR 7/16" LAMINATED IMPACT GLASS N.O.A. 08-0422.11 3/8 33 1/8 M.D. 32 3/4 WINDOW WIDTH E-1.7 00 00 ©Q 03 `—/ ELEVATION 2 -REQ. Z- LIVING ROOM 00 00 QO DRAWN BY: MFEHmEEscs DATE : {� (j\tl D2-7.9-1 t � REYIBIDN DATE 012-06-00 HEET NUMBER C6-2 OF 1 5 m 0 I9 z Z Id a 0 >- z 0 113 G 0J 3/B 52 MASONRY OPENING 51 1/4 3/8 WINDOW WIDTH m In D ELEVATION 1 -REQ. KITCHEN w 0 52 MASONRY OPENING 3/ 51 1/4 WINDOW WIDTH 3/8 In to m r7 ELEVATION 2 -REQ. 1-KITCHEN 1- HALL BATHROOM I.W.G. LLC. SERIES 8101411 ALUIINUM SINGLE HUNG IMPP.CT WINDOW IN WHITE FINISH FRAME WITH CLEAR 7/16° LAMINATED IMPACT GLASS N.O.A. 08-1210.03 48 MASONRY OPENING 3/8_ 47 1/4 WINDOW WIDTH 3/8 0 In 0 z I 1(I 0 a. w re in 3 (F) ELEVATION 7 -REQ. 3- LOREN'S BEDROOM 1- LOREN'S BATHROOM 1 - HALLWAY 2- DANNY'S BEDROOM_ • IX 0 IX EC 1 Of Nig 1331- in mw 4 a nI-LJ X W �I'] LL O ▪ ~• ON I-3 -jm Z Z .. III O • Oio�l 1O w -' I 0 P3 } in N L L71 Id ati3 I- 01 °� tO X • LP z • fl O -_0 r Z Ul m =('J J • 00-Id '1 N2i7 (� DRAWN ST: V jl. r11'\(\(E. RODRIBVir, %+p+ DATE . 02 -2S-t I ( 1 SHEET NUMSQi CG-3 OF 1 5 • l REVISION )ATE. QQ- O @E,e2 44 MASONRY OPENING WINDOW WIDTH ELEVATION 2 -REEL 1- DANNY'S CLOSET 1- DANNY'S BATHROOM 0 In is z Z w a 0 re z 0 01 O 3/9 40 MASONRY OPEN'S 39 1 /4 3/9 WINDOW WIDTH LO 03, eELEVATION 2 -REO. 1- DANNY'S BEDROOM 1- COMPUTER ROOM I.W.C. LLC. SERIES °1041 ALUMINUM SINGLE HUNG IMPACT WINDOW IN WHITE FINISH FRAME WITH CLEAR 7/ 1 64 LAMJNATED IMPACT t3LA.5S N.O.A. 08 -1 210.03 1 3/8_ 48 MASONRY OPENING 47 1/4 3/8 WINDOW WIDTH m m 0 ELEVATION 1 -REE. 1- HALL w (13 Eri I- 0' r O • Z Z�-0 us N IY a ;WIO az° - m �. ti vim DR. +'MN BY: 7 E. RnowoueZ DATE: 02-213- j RFYI510: DATE DD-OD -D:f EET NUMBER OF i5 CO -3 i ID [4 3/8 36 M.O. 35 1/4 3/8 WINDOW WIDTH In w 0 ELEVATION 3 -REQ. 3- MASTER BEDROOM w 3/8 36 M.O. 35 1/4 3/8 WINDOW WIDTH z W I1 0 } z 0 w ELEVATION 1 -RED. 1 - MASTER BEDROOM (WITH OBSCURE GLASS) I.W.C. LL& . SERIES ' t 041" ALUMINUM S'NGLE HUNG IM ACT WIND W IN WHITE FI SH FRAME WITH CLEAR 7/16" LAMINATED IMPACT GLASS N.O.A. 0e-1210.03 z W a 0 } rY z 0 w ID 3/8 48 MASONRY OPENING 47 1/4 3/8 WINDOW WIDTH m P1 ELEVATION 1 -REQ. 1 - STORAGE 0 i IT N� 11.1 ' QW 2 WIcg ®I-0 X Id ONE 0�ON friEt 3 3 O m ZZ _n O 0itig O '0 - ID t7 I- Wm I- • m r- 0/ 0 JD LL i„,wN ID IL I ZOWI0 JZQ1N IO• < u t9— Id 7 (r] X DRAWN SY E. I'DDIU®UEZ DATE .2 -26-'. 1 REVISION DATE OD-OD -DD H SHEET NUMBER CG-5 OF 15 10 1/4 50 3/4 MASONRY OPENING 50 1/4 1/4 WINDOW & DOOR WIDTH TOTAL FRAME HEIGHT III 10 0' 1- I DOOR FRAME HEIGHT 1 1 / 1 / / / 1 r 0 D 1} ELEVATION 2-REQ. 1 - KITCHEN 1 - DINING ROOM ES WINDOWS LLC. SERIES 1500" ALUMINUM FIXED IMPACT WINDOW IN WHITE FINISH FRAME WITH CLEAR 7/15" LAMINATED IMPACT GLASS N.D.A. 08-0417.05 1/4 75 3/4 MASONRY OPENING 75 1/4 MASONRY OPENING DOOR WIDTH / / A \% \ \\ \ \\ \\ / / / ,/ \\ \\ \ \\ / / / I w \ / / \\ i \ \ / / / 1 \j/ I ES WINDOWS LLC. 14X 4" STANDARD 1 WALL ALUMINUM TUBE CLIPPED I MULLION IN WHITE ALUMINUM FINISH N.O.A. 09- 0625.03 ELEVATION. 1 -:2EI L 1 - MASTER BEDROOM ES WINDOWS LLC. SERIES 83COO" ALUMINUM IMPACT FRENCH DOOR IN WHITE FINISH FRAME WITH CLEAR 5/16" LAMINATED IMPACT GLASS N.J.A. 09-1217.03 0 IY M N '• t 1g 01 Dim QWN 0 W w tO LTJ is • 14 Cr Z - o0 O to O 1a- 0 tq w C IR H 1' DRAWN BY: E. RQDR•auss REV4BION DATE : DD -DD-DO EHCLT HUMMER CG -6 OF 15 1 SECTION VIEW 1/4" TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 1 2" O.C. I.W.C. LLC. SERIES `7040° ALUMINUM SINGLE HUNG IMPACT WINDOW IN WHITE FINISH FRAME WITH CLEAR 7/115" LAMINATED IMPACT GLASS N.Q.A. 08- 0422.1 1 M.CINTIN SECTION. 1 /4" TAPCONS WITH 1 1/4n EMBED. INTO CONC. AT 6li FROM CORNERS AND BALANCE AT 1 2" O.C. � /� � � REYlatON /Aft DATE LET NUMBER l f C G'' 5 OF 1 0 EZ std Nto f- 1,) <W ' S W4 to to < • wtri'I. ■ � FO N ndQ3 J PI Z .u! m P3 F el 1- O Ina z- CI ts n _„. z .I0 JZWE'3 z vg 1 U3— Id DRAWN BY: 6 PoDR�6�..4Z *ATE: D2 - -ze-1 1 1 /4" TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 13 1/2" O.C. 1/4" SELF DRILLING SCREWS AT 6" FROM CORNERS AND BALANCE AT 13 1/2" O.C. 3/6 W1 .N DOW W1 DT H SECTION VIEW I.W.C. LLC. SERIES °7041]' ALUMINUM SINGLE HUNG IMPACT WINDOW IN WHITE FINISH FRAME WITH CLEAR 7116' LAMINATED IMPACT GLASS N.O.A. 08-0422.11 EXISTING STEEL COLS. BREAK METAL ,t, p Er re Ca 63 <WI° F-ri • X W B I"- 0 0_ N' 3 O4- J • �m ZZ _dll D oig 0*0Q -'' O E13 i-- m (13 m tr• y 1- EA te � EL t0 z •O a - 1 E] t'1 Et - 113 09 DRAWN NY: E. RaOWeuEZ 1 (DATE 02-2B-11 REViBION DATE: DD -00-no 8HEET NUMBER 06 -8 OF 15 ■ 1 /4" TAPCONS WITH 1 1 /4" EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 1 3 1 /2" D.C. 1/4" SELF DRILLING SCREWS AT 6" FROM CORNERS AND BALANCE AT 13 1/2" O.C. EXISTING STEEL COLS. WINDOW WIDTH SECTION VIEW I.W.C. LLC. SERIES '7040° ALUMINUM SINGLE HUNG IMPACT WINDOW IN WHITE. FINISH FRAME WITH CLEAR 7116° LAMINATED IMPACT ¥3LASS N.O.A. 08-0422.1 1 MASONRY OPENING S ECTI Ci N VIEW 1/4" TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 1 4" Q.C. (NO ANCHORS REQUIRED FOR PRESSURES OF 62 PSF OR LESS) I.W.C. LLC. SERIES °1 O41 ° ALUMINUM SINGLE HUNG IMPACT WINDOW IN WHITE FINISH FRAME WITH CLEAR 7/1 6° LAMINATED IMPACT GLASS N.O.A. DB- 1210.03 1/4n TAPCONS WITH 1 1 /4" EMBED INTO CONC. AT 6" FROM CORNERS, B" EACH SIDE OF MEETING RAIL AND BALANCE AT 1 2" D.C. 3/8 WINDOW WIDTH MASONRY OPENING 1/4" TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 1 4" O.C. !NO ANCHORS REQUIRED FOR PRESSURES OF 62 PSF OR LESS) SECTION VIEW J 3/8 \ L.R.'iN BY: F �4: vlLiUe2 DATE : D2 -29 -1 I i{ f REVISION ji DATE: DD -DD-DD • SHEET MUMMER 00 -1 OF 1 5 i MASONRY OPENING I- T 0 W 2 [1. -J 0 1— SECTION Vl EW 1/4" TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 1 2" O.C. ES WINDOWS LLC. SERIES °1500° ALUMINUM FIXED IMPACT WINDOW IN WHITE FINISH FRAME WITH CLEAR 7/16° LAMINATED IMPACT GLASS N.D.A. 08-0417.06 ES WINDOWS LLC. 1' X 4' STANDARD WALL ALUMINUM TUBE CLIPPED MULLION IN WHITE ALUMINUM FINISH N.O.A. 09-0825.03 ES WINDOWS LLC. SERIES '3000" ALUMINUM IMPACT FRENCH DOOR IN WHITE FINISH FRAME WITH CLEAR 5/16" LAMINATED IMPACT SLASS N.D.A. 09-1217.03 1 /4" SELF DRILLING SCREWS AT 6" FROM CORNERS AND BALANCE AT 1 2" O.C. " X 4" ALUM. MULLION 114" SELF DRILLING SCREWS AT 5" r-ROM fDPNER9 AND BALANCE AT 12" 0.C. DRAWN BY: E. ROCRISlfEZ DATE : 02 -43.11 REVIS ON 00 -00-00 SHEET NUMBER CG -1 1 OF 15 1 1/4" SELF. DRILLING SCREWS AT 6" FROM CORNERS AND BALANCE AT 1 2" O.C. Q • SECTION V I EW X 4" ALUM. MULLION 1/4" SELF DRILLING SCREWS AT 6° FROM CORNERS AND BALANCE AT 1 2" O.C. ES WINDOWS LLC. SERIES '1 500' ALUMINUM FIXED IMPACT WINDOW IN WHITE FINISH FRAME WITH CLEAR 7/16' LAMINATED IMPACT GLASS N.O.A. 08-0417.06 ES WINDOWS LLC. 1' X 4' STANDARD WALL ALUMINUM TUBE CLIPPED MULLION IN WHITE ALUMINUM FINISH N.O.A. 09-0825.03 ES WINDOWS LLC. SERIES '3000' ALUMINUM IMPACT FRENCH DOOR IN WHITE FINISH FRAME WITH CLEAR 5/16n LAMINATED IMPACT GLASS N.O.A. 09-1217.03 1 /4" TAPCONS WITH 1 1 /4" EMBED. INTO CONE. AT 6" FROM CORNERS AND BALANCE AT 1 2' O .0 . m C9 I.. r ItI trj re 113 tO e0 tO • I• Y I Z 13N O .ICI I • Pi Ot9 -Id i DRAWN BY: ( /E. RODAtaUEZ RE AT7N DAT,E : 11} QO-DD -00 SHEET NUMBER CG-1 2 OF 15 v 1/4 1/4" TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 1 2" O.C. WINDOW WIDTH MASONRY OPENING SECTION VIEW ES WINDOWS LLC. SERIES ' i 500' ALUMINUM FIXED IMPACT WINDOW IN WHITE FINISH FRAME WITH CLEAR 7/164 LAMINATED IMPACT GLASS N.D.A. OS-0417.06 1/4 O II: I>! N N 17 W Hstm QWNm nl-m x WN W is- >j < IN L1 _ is it Ef ❑ tt J .LIi m. Z O 0�m ❑ • qjQ 3 Li ILI w I- P3 Wm Wpl tr � z • _tq : OO El W� • L. zoo+) p .I0 .JZWPJ IN• �.U.t O LO W j' DRAWN BY: n E. RODmGUEZ rt it RE'i[BION °ATE : Du 0D-DD SHEET NUMBER CG -1 31 OF 1 5 114 1/4g TAPCONS WITH 1 1/4" EMBED. INTO CONC. AT 6° FROM CORNERS AND BALANCE AT 1 7° D.C. DOOR FRAME WIDTH 11 INACTIVE LEAF MASONRY OPENING SECTION ES WfNDDWS LLC. SERIES '300Q' ALL!MINUNI 1 IMPA•:T FRENCH riooR IN WHI1°E FINISH FRA VIE i WITH CLEAR 5/16u LAMINATED IMPACT GLASS N.O.A. 09-1217.03 114 03 1- r m h • m • 0 N trim zWUN o _Io .1ZNN n 11• dEa/ -3 54 U ORALVN & Y: E. RaDRY.•.1Ei REVISION GATE 00 -00-00 4 9I1EE7 NYMSEN CG -1 OF 15 MASONRY OPENING .- t o w W 2 0 0 SECTION VIEW 1/4u TAPCONS WITH 1 1/4a EMBED. INTO CONC. AT 6" FROM CDRNERS AND BALANCE AT 1 2" D.C. ES WINDOWS LLC. SERIES 830008 ALUMINUM IMPACT FRENCH DOOR IN WHITE FINISH FRAME WITH CLEAR 5/168 LAMINATED IMPACT GLASS N.O.A. 09-1217.03 1/4" TAPCONS WITH 1 1/4" EMF3EO. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 1 2" O.C. D ff_ � 7 d It N M. QWW N n 113 W �113 LO_ N �dIYtg 5� Z _n Op—N ©mQj O r] F w 1-'- Id Ili Q z x m I>! . z 0 in pI Ip J z IA i• tIJ • =yaw v3 0 DRAWN BY E. REEWVIELIEZ I REVISION DATE 00-00 -00 IEET NU•BER .G -1 5 OF 1 5