Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUBMITTED PAPERS_3
SCANNED St. LU . E MIAMfi k` i MIAMI-DADE COUNTY FLORIDA 1 � j ' , � METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305)375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov/buildingcode- PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed .by Miami -Dade County Product Control Division and accepted by 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 reserve$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 C-740 Outswing Aluminum Casement Window -L.M.I. APPROVAL DOCUMENT: Drawing No. 7045-8, titled "Aluminum Casement Window, Impact", sheets 1. through 13 of(13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and ' ; sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with't1Se=: Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division--, MISSILE IMPACT RATING: Large 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 renews NOA # 05-1129.11 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. MUAMM►DrE COUNTY ... NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045-8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05110105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test; per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05110105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 3. 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 two'outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-061 L 02)" - 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Re No. FTL 3587 dated 10/8/02, signed and sealed by Jose h Chan, P.E. (Submitted under NOA# 03-0611.02) `�j�I.� Manuel Pe Product Control xami r NOA No. 08- .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E-1 PGT Industries 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w/ASTM E 1300-98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG , Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05-1129.11, issued to PGT Industries for th ' es C-740 Aluminum Casement Window — L.M.I., approved 0 / 3/06, exp' S/22/08. Manuel P P.E. Product Contro Exa iner NOA No. 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 1. GLAZING OPTIONS: A. 5116" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES.OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER, L� F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. "v"D C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. "X" ow the e1i� D. FOR CONFIGURATIONS SEE SHEET 5. —tizA i E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR ia`lz i "XOX" & "0" CONFIGURATIONS SEE SHEET 7.. . G. FOR a-H "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3,4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS PRODUCT REAWW90 MAX. 13" SPACING ON FIXED LITES 9u ei��st€i %vld!Ae`�•'n"d>r (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY acpl a :ien JAMBS: MAX. 4" FROM CORNERS • MAX. 13" SPACING �Y twao; ,i�C1v;EartC6alnit (2) ANCHORS.3" APART AT MID -SPAN uivii n SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1l4" SS4 CRETE-FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS.USED ON ALL FOUR CORNERS OF THE FRAME. 07. REFERENCE TEST REPORTS: FTL-3580, FTL-3582, FTL-3587, FTL-3729, FTL4607 AND FTL-4608. ADD 13(16' LG. & MOVE GLAZING DETAILS TO SHEET2 NOTES AND TABLE OF Cc 1676 K(WIS, L L 34 DRIVE NO CHANGE THIS SHEET NOKChM15, FL 3a275 TM+� ADD 76'HT., GLASS TYPES FAND G. REVISEANCHORAGE. P.O. SOX 1529 ALUMINUM CASEMENT D. NOKOMIS. FL 34274 Visibly Betrer s.a�nues,e sur sn."� CA-740 NTS 1 m 13 7045-8 Lucas A. Tumer, P.E. PE #58201 Mechanlcal A 1/8" ANNEALED OR .090 PVB INTERLAYER 13/1Kl./089�HEAT HEAT STRENGTHENED 1I8" HEAT STRENGTHENED GLASS 86 /16" LAMINATED COMPONENT GLASS STRENGTHENED GLASS 43 1/8" HEAT STRENGTHENEDI GLASS E 0PVBINTERLAYER 118" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 5/16" LAMINATED GLAZING DETAIL 32 33 ---i F-- .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" HEAT f-- STRENGTHENED GLASS 65" NOM. GLASS BITE 7116" LAMINATED GLAZING DETAIL .65" NOM. GLASS BITE 13/16" I.G. W/ 5/16" LAMI It GLAZING DETAIL 87 88 13/16".ram �o 3116" ANNEALED OR HEAT 7116" LAMINATED COMPONENT STRENGTHENED GLASS g AIRSPACE .090 PVB INTERLAYER IVANNEALED GLASS — 3/16" HEAT STRENGTHENED GLASS'," coau W5103 B 1 REDRAW GLAZING DETAILS 8 ADD 13116' LG. 1070 TECH'NOLOGYORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 "am: 7110103 "ewronc C NO CHANGE THIS SHEET 50.: W.V05 ft.' D ADD 13116' LAMI LG. W17116'LAMI B CORRECT 5116' LAMI DETAIL Visibly im": 03125103 an«1.481 wee: .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAM[ GLAZING DETAIL Dai"fubv: GLAZING DETAILS me: ALUMINUM CASEMENT WINDOW, IMPf � smtM1Wfel Suw SMC p,,.y ",, CA-745 NTS 2 d 13 7045-8 as c3.^: r.:y!r;} nr:tk E.e'rs;rF;4B Lucas A Tumer, P.E. PE P58201 Mechanical ANCHOR 11/2" ILLOCATION TYP. .LINE 1 1/2" 3" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. I 4e MAX. 7110103 :;:3 S 12117102 SEE MID -SPAN 4" MAX. — 4 1 --1-14 1/2" MAX. O.C. TYP. ANCHOR DETAIL T.P. (2) ELEVATION "B" - "XX" 134" MAX. WIDTH (SEE SHEET 7 FOR PRESSURES) 30" MAX. 53" MAX. 30" MAX. DAYLIGHT DAYLIGHT DAYLIGHT NOTE: "X" PANEL MAY SWING OPENING OPENING OPENING IN EITHER DIRECTION �1 7' 4" N ANCHOR LOCATION MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) DENOTES HINGE 74" MAX. WIDTH LOCATION AT HEAD & 30" MAX. SILL OF "X" PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 r— — SEE MID -SPAN ANCHOR DETAIL / \ TYP. (2) / y 69" MAX. 7" / DAYLIGHT X OPENING kX. 13" MAX. O.C. — — 76" MAX. j \ SEE MEETING HEIGHT \ RAII/DETAIL L� P. (2) 4" MAX. X / zx \ O / 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT rrsoaucrRgyD e�� 12401 D� rrol PRODUCT' RL'NL79JE® as camplyi"e rdth itue Flaiids smato;; axe Tfy Miam a.^ b F�tir:�mq;:aatrfi Divi on 13" MAX. O.C. 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY _ 37" MAX. 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION "A"-•"XOX" (SEE SHEETS 7-9 FOR PRESSURES) NO. REFERENCES � 1070 TECHNOLOGY DRIVE XX" & 'XOX" ELEVATIONS 4TfON DETAILS NOKOMIS, FL 34275 r. T075 AND Max DLO TO se P.O. EDX 1529 ALUMINUM CASEMENT WINDOW, IMPACT ., ytiy� sos, see w.w A•r Lucas A Tumer, P.E. NOKOMIS, FL 34274 Vl�'W'b*B_rc CA 740 NT3 3 d is 7045-8 D PE #58201 Me0wi.l DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. 1 25 O.C. 4" 4" HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 3125103 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" L MAX. J O.C. L 4" MA} F 14 1/2" MAX. O.C. VENT 4" MAX. HEAD & SILL ONLY ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX. HT. TO 76'ANO MAX. DLO TO 69' 37" MAX. WIDTH 30" MAX. -- DAYLIGHT I 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT -60" MAX. WIDTH — 53" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR 69" MAX. DETAIL DAYLIGHT SHT.3 OPENING TYP. (4) / i_141/2" J L MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. rDAYLIGHFT-1 j---DAYLIGHTOPENING OPENING I i / Io 76" MAX. 13" HEIGHT MAX. 0 O.C. 4" MAX. - . I �--- -� 13" MAX. O.C. 4" MAX. - - J _ ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) Pxouucr+zEvtsen �P�elt')t the F•ee,i52 NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION _ j SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 69" MAX. .DAYLIGHGH T PgoudeT aEwMED X / OPENING "'om0lyingwith MerifAdx 0 smmnacoym EapinationE3^,Sa IS 76" MAX. HEIGHT SEE MEETING ay oc�aua . RAIL DETAIL SHT. 3 ohi oa TYP. (2) '--�*-13" MAX. O.C. 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) owwrar 1070 TECHNOLOGYDRNE IXn uOu 'XO"& "OX"ELEVATIONS NOKOMIS, FL 34175 P.O. BOX 1519 . ALUMINUM CASEMENT WINDOW, IMPACT NOKOMIS, FL 34174 ViYb}j!i§cBetaf 5a101�10°� °i sr.ae a"'9 "' "" "�,A PE Turner, P.E. Tume CA-740 NT$ 4 d 13 7045-8 D PE 958l 1 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL-3582, FTL-3587, FTL-3729 GLAZING OPTIONS: A. 5/16" LAMI (1/B"A,.090,1/8"HS) B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13116" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI-W/ 1/8"HS,.090,1/8"HS) HEIGHT "X" 26 31 36 38 3/8 1 43 1 48 50 518 1 54 57 60 63 66 69 1 72 . WIDTH NEG POS NEG POS NEG POS NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 •-84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 MO 26112 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -60.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E.-90.0 70.0 -90.0 70.0 -90.0 76.0 -90.0 70.0 -90.0 70.0.-90.0, 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 ..-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0' 70.0 -87.8 70.0 -84.4 70.0 34 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70:0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 47:9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 :=left M - IZ .1 t B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0.-75.0 70.0 -75.0 70.0,-75.0 70.0 37 A -75.0 70.0 -75,0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 --75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. X' WINDOWS TEST REPORTS: FTL-3580, FTL-3587 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 3T' WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.0 70.0 PRODtICf RENEiVED as complying with Me Plorldt: satding Code 4atiou Da's 013 Mlom ' Product Can Div 6 a TABLE 2A. "X" WINDOWS TEST REPORTS: FTL-4607, FTL-4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7/16" LAMI-W/ 3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 55.0 55.0 X NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F./ �/ ��• Lucas A. Turner, P.E. PE #SB201 Mechanical Re.e°By: F. ser Oe4: M 5/03 ReHbi": 8 ADDGIASSTYPEETOTA8LE6184 NOKOMIS, FL 34275 PO.'SOK 1529 NOKOMfS, FL 34174 � G�upfan: PRESSURES- XCONFIG. WINDOWS F.K. 711"3 " C 1070TECtfNOLOGYDRNE NO CHANGE THIS SHEET ALUMINUM CASEMENT WINDOW, IMPACT ammm.e s' si"° we"�°"' Re" CA•740 NTS 5 d 13 7045-8 D r F.K. o.� 6/13/05 "°w_ D REVISEANCHORS 8 ADD 765HEIGHT OPTION Vurbly Bette, oew,er F.K. BR; 12117102 o"ramey Deer: COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL-3582 X - X - GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) HEIGHT "XX 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 WIDTH NEG I POS NEG POS NEG POS NEG I POS NEG I POS NEG POS NEG POS NEG I POS NEG POS NEG POS NEG I POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53118 A -75.0 70.0 -75.0 70.0 -75.0 70.0.-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.81 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 `70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 --68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 � -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 _42.4 42.4 _ 72 A 1-75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7�D °1=U.w me nth . C6 IIZ9,1) a DMA 74 A 70.0 -75.0 70.0 -73.7 70.0 67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI-WI 1/8"HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -75.0 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) PRODUCrRCraVW as compiy7rgwlth the Flumb Bnm7n8e4ae / Ecc!p'_ 7 ' - b1$ Br M17Lm DaJeP�ndactCO ` n ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -90.0 1 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 GLAZING OPTIONS: C. 7116" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7116" LAMI-W/ 3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S-.F. flenOaY• NN: Wmroitf.• OefWpiion• Rewo ey: Oars: Rerelons 1070 TECHNOLOGY DRIVE PRESSURES- XXCONFIG. WINDOWS NOKO. IS.SO FL 29 A R Y: re: Rev"ipnx ALUMINUM CASEMENT WINDOW, IMPACT F.K. 6Y13/05 D REVISEANCHORS 6 ADD TABLES 76'HEIGNT OPTION P.O. BOX I519 NOKOMIS, FL 34274 Visibly Better 51NiMa°'t -. - o"' .. R'" rne„e er. o.ro: rsopeney mi.. CA-740 NTS 6 d 13 7045-6 D F.K. 12/17/02 lows A Timer, P.E. PE #58101 Medlantwl COMPARATIVE ANALYSIS TABLE 6. "0" & "1/4-12-1/4 XOX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729, FTL4607, FTL4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) B. 5/16" LAMI (118"HS,.090,1/8"HS) C. 7/16' LAM (3/16"A,.090,3/16"HS) E.13/16" LAM] 1/8"HS,3/8" SPACE,5/16" LAM[-W/ 1/B"HS,.090,1/8"HS F.13/16" LAM[ 1/8"A,AIR SPACE,7/16" LAMI-W/3/16"A,.090,3/16"HS HEIGHT 31 36 383/8 43 48 505/8 ' 54 57 6D 63 67 72 7g WIDTHS 2TNEG "XOX" NEG NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGPOS NEG POS NEG 1 1 �xl 42"0" X 0 - - _ A -75.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 .42.2 42.2 -39.7 39.7 36 72 B,E -75.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 C F -90.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0 55.0 -55.0 55.0 -55.0 55.0 37 74 A -75.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 75.0 70.0 -75.0 70.0 -75.0 70.0 .75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0C,F -90.0 90.0 70.0 -90.0 70.O -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.070.0 -90.0 70.0 -90.0 70.0 -55.0 55.0 -55.0 55.0A -75.0 75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 -46.9 46.9 -43.6 43.6 -41.1 41.1 -38.6 38.6 -36.5 36.53912 79 BE -75.0 71.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0-90.090.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 -55.0 55.0 -55.0 55.0 -55.0 55.0 42 84 A -75.0 75.0 70.0 -62.4 62.4 -58.4 58.4 -63.3 63.3 -56.4 56.4 -53.4 .53.4 -50.0 60.0 -46.9 46.9 -44.3 44.3 -41.9 41.9 B,E -7*70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0C,F -9 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 55.0 55.0 -55.0 55.0 -55.0 55.0 45 90 A -7 -70.3 70.0 -58.0 58.0 -54.6 64.6 -59.3 59.3 -53.6 53.6 -50.9 50.9 -47.5 47.5 - 4.7 44.7 -42.1 42.1 -39.7 39.7 B,E -7 -75.0 70.D -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -9 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 -55.0 55.0 -55.0 550A 48 96 -7 -8,9.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.5 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 -38A 38.4 B,E -7 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0C,F -9 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 -64.1 64.1 -55,0 55.0 -55.0 55.0 -53.2 53.2 5012 101 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 48.7 48.7 46.9 46.9 -43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 -55.0 55.0 -52.6 52.6 49.6 49.6 FIE , C F -75,0 -90.0 70.0 70.0 -76.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -81.2 70.0 70.0 -75.0 -75.7 70.0 70.0 -75.0 -70.3 70.0 70.0 -75.0 -66.8 70.0 66.8 -75.0 -63.5 70.0 63.5 -74.3 -60.5 70.0 60.5 A -75.0 70.0 -58.7 58.7 -48.7 48.7 46A 45.4 -50.0 60.0 -46.1 46.1 -44.2 44.2 42.2 42.2 40.1 40.1 -38.0 38.0 -36 2 36 2 531/8 1063/8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 PRO®4 >I�IISBD m =Wkb Pbttr38 fi - C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -88.6 70.0 -76.4 70.0 -71.1 70.0 -66.5 66.5 63.0 63.0 -80.0 60.0 -57.3 57.3 -53.8 53.8 49.4 49.4 46.2 46.2Dwalw A -75.0 70.0 -58.2 56.2 -47.9 47.9 -44.5 44.5 49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35:9 35.9 54 108 �( B,E •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -71.8 70.0 C,F -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 61.8 -59.1 59.1 56.4 56.4 -52.8 52.8 -48.4 48.4 -45.2 45.2 B A -75.0 70.0 -57.1 57.1 -46.4 46A 43.3 43.3 -47.5 47.5 43.9 43.9 -42.2 42.2 -40.8 40.8 -39.1 39.1 .37.2 37.2 -35A 35.4 5512 111 DW Aft B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0. -76.0 70.0 -75,0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 -68.4 68.4 •63.6 63.6 -60.1 60.1 -57.5 57,5 -54.8 54.8 -51.1 51.1 46.8 46.8 43.6 43.8 A -75.0 70.0 -56.2 56.2 44.8 44.8 -42.1 42.1 -48.2 46.2 42.5 42.5 41.2 41.2 -39.8 39.8 -38.5 38.5 -36.7 36.7 -34.8 34.8 57 114 B,E .75.0 70.0 -75.0 70.0 •75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -69.6 69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -66.7 66.7 -61.8 61.8 -58.7 68.7 -55.9 56.9 -53.2 53.2 -49.4 49.4 -45.2 45.2 -42.6 42.6 A -74.2 70.0 -55.0 55.0 -43.4 43.4 40.9 40.9 -44.8 144.8 41.3 41.3 40.2 140.2 -38.7 38.7 -37.6 37.6 -36.1 36A -34.2 34.2 5812 117 PRODUCT RENEWED B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0.-75.0. 70.0 -75.0 70.0 -72.2 70.0 -68.4 68.4 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79,4 70.0 -69.0 69.0 -84.9 64.9 -60.4 60.4 -57.3 57.3 -54.5 54.5 -51.6 51.6 -47.8 47.8 -43.6 43.8 -41.7 41.7 ✓!e mna Co awlrh NBMOIIdm 9nldiaBCada Aceepteaca No A 1-72.91 T16 •53A 53.4 -42.2 42.2 -39.7 39.7 •43.5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.8 -38.7 36.7 -35,5 35.5 -33.7 33.7 60 120 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.D -75.0 70.0 -75.0 70.0 -73.3 70.0 71.0 70.0 -67.4 67.4 4eU- Date /3 C,F •90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 &3.3 83.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 46.3 46.3 -42.8 42.8 40.8 40.8 Sy M am de Product Coah6 Divia o TABLE 7. "0" & "114-12-1/4 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16" LAM] (3/16"HS,.090,3/16"HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "114-12-1/4 XOX" SIZES UP TO 120" WIDE.x 63" HIGH 90.0 70.0 TABLE 7A. "0" & "1/4-12-1/4 XOX" WINDOWS TEST REPORTS: FTL-4607, FTL4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16"HS,.090,3/16"HS) G. 13/16" LAMI (1/8"A,AIR SPACE,7/16" LAMI-W/ 3/16"HS,.090,3116"HS) Q ALL "O" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "114-12-1/4 XOX" SIZES UP T0120" WIDE x 76" HIGH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 0 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. .Hoer. F.K. 3/25/03 B OADDG�LASSTYPEEABLE6PRESSURES-0& 114-112-114XOXCONFIG. WINDOWS 10707ECHNOLOGY DRNEF.K 7110103 C NOKOMIS, FL 34275F.K. 6,2 ALUMINUM CASEMENT WINDOW, IMPACT F.K. 6/23/05 D ADD 75-Hi OPTION P.O. BOX 1529 Lume A. Tumer, P.E. NOKOhOS, FL 34274 Visibly Better $O0V"�"�` �""� F.K. 12117102 CA-740 NTS 7 7,713 7045-8 D Me�anical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "113-1/3-1/3 XOX" WINDOWS TEST REPORT: •FTL-3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) HEIGHT "X0" "XOX" 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 WIDTH WIDTH NEG POS NEG POS NEG POS NEG POS I NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS -NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0. 70.0 -75.0 70.0 - 55.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 118 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.D -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0.-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.41 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 83.4 64 96 A -75.0 70.0 -75.0 70.0.-75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 '-50.4 5-0.4 -47.7 47.7 67.333 101tA7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -46.9 45.9 -43.1 43.170.917 106 3 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.372 108 70.0 -75.0 70.0 -75.0 '70.0 -70.4 70.0 60.4 60.4 -54.3 54.3 -511 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 70.0 -75.0 70.0 -73.7 70.0 67.9 67.9 -59.0 59.0 -52.8 52.8 49.9 49.9 -4.6.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9.. "XO..or "OX' & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5l16- LAMI-WI 1/8"HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -75.0 70.0 10. "XO"or"OX" & "1/3-1/3-1/3XOX" WINDOWS TEST REPORT: GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH c TABLE 10A. "XO" or "OX" & "1/3-113-1/3 XOX" WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7/16" LAMI-W/ 3116"A,.090,3/16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 11 1"WIDE x 76" HIGH -55.0 55.0 0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 325103 B fl•.ab"= ADD GLASS TIDE E TO TABLE9 RIVE f07NOKOMI ®w 7/i 7/10A73 C NO CHANGE THIS SHEET , FL 342 NOKOMIS, FL 34275 A"s fl•nslw": B/23/OS D CHANGE ANCHORSAND ADD,76'HEIGHT OPTION P.O. BOX 1529 rm' cmcm•ey o•n: NOKOMIS, FL 34274 Viably Better 12/17102 I PRESSURES- XO, OX, & 113-113-113 XOX WIND ALUMINUM CASEMENT WINDOW, IMPACT '+M+?"•et 3uM 5"rC p�"Np Nn CA-74a NTS 8 ' 13 7045-8 PRO&WMMSED ��� fd= m c Af�ei� PRODUCT RENEWEi1 m compWag with the Fiarida Stdding Code Acceptr .Nu f Piraltag^4a 13 B. I on Lucas A. Tumv, P.E. PE #58201 Mechanleal iATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-3729, FTL-4607, GLAZING OPTIONS: A. 5116" LAM] (1/8"A,.090,1/8"HS) B. 5/16" LAMI (1/B"HS,.090,1/8"HS) C. 7/16" LAMI (3/16"A,.090,3/16"HS) E. 13/16" LAM] (1/8"HS,3/8" SPACE,5/16" LAMI-W/ 1/8"HS,.090,118"HS) F.13/16" LAM[ (1/8"AAIR SPACE,7116" LAM]-W/ 3/16"A .090 3/16"HS) HEIGHT WIDTHS 26 1 36 1 38 318 1 43 1 48 1 50 5181 54- 5T1 60 1 63 1 67 1 72 69.264 19.125 31.014 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 79.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 86.919 24 38.919 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C F F.70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.0 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.7 41.1 95,973 27 42.973 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 1 -90.0 1 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.0 A -75.0 70.0 -53.5 53.5 -50.4 50.4 -54.5 54.5 -50.7 50.7 -48.2 48.2 -44.9 44.9 1 -42.0 42.0 -40.1 40.1 -38.0 38.0 108.649 30 48.649 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 '15.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 66.3 -63.1 63.1 -55.6 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -46.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 36.6 115.892 32 51.892 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 55.0 70.0 -75.0 70.0 -75.0 70.0 - 33.2 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 -55.0 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.6 37.5 -35.7 35.7 1 13,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 123.135 34 55.135 RUT-90.0 A B,E -75.0 -75.0 70.0 70.0 70.0 -90.0 -46.8 -75.0 70.0 46.8 70.0 - 00.0 -43.6 -75.0 70.0 43.6 70.0 -B5.8 -47.9 -75.0 70.0 47.9 70.0 -74.0 -44.3 -75.0 70.0 44.3 70.0 -69.4 -42.4 -75.0 69.4 42.4 70.0 -64.7 -41.1 -75.0 64.7 41.1 70.0 -61.0 -39.3 -75.0 61.0 39.3 70.0 -58.4 -37.3 -74.6 58.4 37.3 70.0 -55.7 -35.5 1 -71.0 55.7 ME 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 1 -e5.01 70.0 -73.1 70.0 -68.8 68.8 -64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 126.000 34.791 56.418 A B,E -75.0 -75.0 70.0 70.0 -45.5 -75.0 45.5 70.0 -42.6 -75.0 42.6 70.0 -46.7 -75.0 46.7 70.0 -43.1 -75.0 43.1 70.0 -41.6 -75.0 41.6 70.0 -40.2 -75.0 40.2 70.0 -38.7 -75.0 35.7 70.0 -35.9 -73.7 36.9 70.0 -35.0 -70.1 35.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -82.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.6 130 35.896 58.209 A -74.4 -75.0 70.0 70.0 -43.6 -75.0 43.6 70.0 -41.2 -75.0 41.2 70.0 -45.1 -75.0 45.1 70.0 -41.5 -75.0 41.5 70.0 -40.4 -75.0 40.4 70.0 .38.9 -75.0 38.9 70.0 -37.7 -75.0 37.7 70.0 -36.2 -72.4 36.2 70.0 -34.3 -68.6 34.3 68.6 W.;-90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 1 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 -54.7 54.7 -51.9 51.9 130.378 38 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 1 -40.3 1 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 -34.3 134.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 .68.5 68.5 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57A -64.6 54.6 -51.7 51.7 134 37 60 A B,E .72.9 -75.0 70.0 70.0 -42.2 -75.0 42.2 70.0 -39.7 -75.0 39.7 70.0 -43.5 -75.0 413.6 70.0 -40.4 -75.0 40.4 70.0 -39.2 -75.0 39.2 70.0 -37.7 -75.0 37.7 70.0 -36.7 -73.3 36.7 70.0 -35.5 -71.0 35.5 70.0 -33.7 -67.4 33.7 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 1 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 "XO' & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3680 GLAZING OPTION: D. 7H6" LAMI 3/16"HS,.090,3/16"HS ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND 90.0 70.0 ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I- I TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 GLAZING OPTIONS: D. 7/16" LAMI 3/16"HS,.090,3/16"HS G. 13/16" LAMI 1/8"AAIR SPACE,7/16" LAMI-W/ 3/18"HS,.090,3/16"HS ALL'XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND 55.0 55.0 ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX, VENT WIDTH AND 60" MAX. FIXED WIDTH -3582, .-460B X O X 76 POS UNEQUAL LITES 55.0 X � 55.0 UNEQUAL LITES 55.0 X 52.2 - UNEQUAL LITES 1152.1 -47.7 47.7 -44.6 44.6 5 51.5 -47.2 47.2 -44.0 44Aw .0� g m gKµ. 1 50.1 -45.8 45.8 -43.0 43.0 7T InR�S 1148.1 1-43.9143.91-41.91 41.9 8 NOTES: 1. FUR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR Q 1/4' SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. a.eF o.ta: ne mate. o..o,aere F.K. $25R73 B AGO GLASS TYPEETOTABLE if f7ECHNOPRESSURES- UNEQUAL CONFIG. XO, OX & XO, 070LOGY DRIVE F.K. 7110 003 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 ^aY ""I "•^^ ALUMINUM CASEMENT WINDOW, IMPACT F.K. &23/05 D CHANGEANCHORS AND ADD 76' HEIGHT OPTION P.O. Box 1520 c,...,,er .je c".c.aer. mre: NOKOMIS. FL 34274 Vrstbly Betters�.s: sro.e a'+woaa a.. F.K. 121171D2 CA-74o NTS 9 a 13 7045-8 D PRO Otic" M 14LIvM av cos7v"grrbb the FF¢ta[a aoidle$Cosh � . Irs�: 1wSv 0l3 �y N9 .ffiePtcafutdE-n111i&8 Div-u" a Lucas A Turner, P.E. PE #58201 Mechanical MAX. HEIGHT (SEE SHTS. 3 & 4) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 0 MAX. VENT MAX. FIXED LITE DAYLIGHT DAYLIGHT OPENING OPENING 5 (SEE SHT. 3). (SEE SHT. 3) ao MAX. WIDTH (SEE SHT. 3)- HORIZONTAL SECTION - XOX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT Dau: ReNYwia: 325103 B ADD 13116' LG. GLAZING BEAD ITEM Dnle: flewbea• 7110103 C SHOW TOP HINGE �v: 6123105 flewb:u.' D CHG SHT. NO. REF. AND ADO ITEM 89 ue: cn.m.ee. wre. 12117102 VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q 40 41 85 1 5 REFERENCE"XX'FRAME ASSEMBLY DETAIL, SHEET 11 0 MAX. VENT I DAYLIGHT OPENING (SEE SHT. 3) s a MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX 89 85 40 41 I 1 MAX.VENT 5 DAYLIGHT OPENING 5 (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X 'O TECNNOLOGYDRNE SECTIONS NOKOMIS. FL 34275 Teo' P.O. BOX1529 ALUMINUM CASEMENT I NOKOMIS, FL 34274 VWbly Better — sn..e C4-740 NTS 10 N 13 ! IMPACT 7045-8 nWDUCT REVISED 11114mp4•M -M the FAAft mdoRa code. AWpt�ftNGM-11?-rlAl a �GL � 1�rsara ram' bra PRODUCP RENEW @II m complying with the Florid¢ 9nidiegcole Aceeptoa-No ttoa Dace � 2013 By PioAuct ,_. DI ou ~,Z I i/s(lor Lucas A. Tumer, P.E. PE 058201 Mechanical FRAME ASSEMBLY TUBE, MATL:6063-T6 "X" FRAME JAMB -i 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN r "X" FRAME JAMB "XV FRAME"ASSEMBLY DETAIL #12xl PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 SASH FRAME TOP OR BOTTOM RAIL 1 /#8xlAD PH SMS (2) PER CORNER TUBE, MAT'L: 6063-T6 3" APART AT MID -SPAN SASH FRAME "X" FRAME JAMB "O" FRAME JAMB SIDE RAIL SASH FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAM 7/10/03 5aa: &23A75 dt8x1 0HAn PH SMR MAIN FRAME ASSEMBLY DETAIL NO CHANGE THIS SHEET maw 1070 TECHNOLOGYDRR NO CHANGE THIS SHEET NOKOMIS, FL $4275 D REM 89 _ P.O. BOX 1529 wavy. ape: NOKOMIS, FL 34274 LI 1.376" 440" 0 .095" - 89 CASEMENT BACKING PLATE MAT'L: 6063-T6 DWG# 7071 .062" NOM. 2.919" 1 2.784" -- I 434" O FRAME HEAD, SILL, JAMB 2.854" MAT'L:6063-T6 .062" I DWG# 7002A NOM. - -{ 2.1 I� 2.139" —r! OSASH FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7003A 3.544" 062" NOM. .438" 1`— 2.784" —� 1 80 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063-T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS m. ALUMINUM CASEMENT WINDOW, IMF cA•74o NTS 11 a 13 7045-8 roncr ttamw w 1 C �- �o ` PRODUCT RENE`NEB as eo a;drilg with the mmift Botdi-ace6v EnpfTatSaJ 1:a.v /3 mi� 1.1!21 /vim Lucas A.', umer, P.E. PE #58201 Mechanleal R 1/2'XI2"Xl/V CLOSED -CELL FOAM TAPE 5 7003A ISASH -TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 #10-24 X .562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER & L.H.) 13 1157 7SX78PPSMS 48 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TMBARASSEMBLY 16 7028 MAMM DYAD OPERATOR ' 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 57031 BACKING PLATE 22 7858ZA 1#8 X 5/8" ELT. PHL 23 7033 1OPERATORTRACK 24 7022 SNAP-ONHANDLE 25 7023 12"HINGE VY 26 710xl2FP #10X.500PH.PHL. 30 5/16" LAMINATED ( .090INTERLAYER- 3I 5/16" LAMINATED ( .090 BJTERLAYER - 32 7/16" LAMINATED .090INTERLAYER - 33 1.090 7/16" LAMINATED ( INT'ERLAYER - 40 7036 GLAZING13EAD(5/1 Sl 7040 52 53 1 1635 69 70 DOW CORNING 899.995 OR SCREEN CLOTH 61635K SCREEN SPLINE- SERRATED 60976 ICASEMENT SCREEN CLIP 78x12PSTWB 1#8 X .500 SO. IN. TEK SMS B ADD 13116' l.G. GLASS 6 GLAZING BEAD RMsbn,: C NO CHANGE THIS SHEET R"rNbu D ADD EOUIV. TO ITEM 44. SILICONE AND. & I/8HS GLASS) TIA OR DUPONT PVB & 3/16HS GLASS) .523"13116" GLAZING BTIAORDUPONTPVB EAD i & 3/16HS GLASS) ME MAT'L: 6063-T6 3 .050" .865" DWG# 7047 41 7/16". GLAZIBEAD MATL:6063-T6 DWG# 7042 125" .062" .040" 1.000" _t .423" 1 - 67 CASEMENT FRAME 50 CASEMENT SCREEN FRAME ASSEMBLY TUBE MAT'L: 6063-T6 MAT'L: 6063-T6 DWG# 7006 DWG# 7004A '0 TECHNOLOGY DRIVE PARTS LIST& EXTRUSIONS NOKOMIS, FL 34275 — P.O.B0K1529 ALUMINUM CASEMENT WINDOW, IMPACT NOKOMIS, FL34274 Visibly Better s""'"^7 sm.: sn..r w,wyra R,w cA-74o NTS 12 d 13 7045-8 D PARTS LIST CONT. ITEM DWG # PGT. # I DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS _80 7005A FMD WINDOW FRAME -HEAD, SILL& JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FDMD FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" I.G. GLASS (1/8"HS, AIR SPACE, 5/16"LAND 5/16" LAMI= (2) LIIES OF 1/8"HS GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVB 87 I3/16" I.G. GLASS (1/8"HS, AIR SPACE, 7/16"LAMI) 7/16" LAMI = 3/16A & 3/16HS GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" I.G. GLASS (1/8"HS, AIR SPACE, VI6"LAMI) 7/16" LAM[= 3/16HS & 3116HS GLASS WITH AN.090 INTERLAYER . SOLUTLA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" 1-1-1 .865" 40 5/16" GLAZING BEAD MAT'L: 6063-T6 DWG# 7036 Q 7 .993" � 289" � 83 INSTALLATION HOLE COVER 040" MAT'L:6063-T6 DWG# 7007 .172" 870" — Ind f8en weak I�II.050" F- - .569" dal PRODUCT RENEWED as complying with 16c Flo[Ms BulJtng Cade I Amplun., Eta 11' icQt.D170nia !3 - Product I 101V1f 9 Lucas A. i'urner, P.E. PE #58201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM--y r SEI A I WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM— i ASEE NOTE 1 I 3EE NOTE 4 MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 2A �oEE NOTE 4 III•• ••• • ...� _ 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE WIWOOD BUCK LESS THAN 1 1/2" THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 SEE NOTE 4 SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM—y 1/4" MAX. SHIM7 A ASEE NOTE 1 I I SEE NOTE 4 ASEE NOTE 1 SEE NOTE a NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" _ I1.1/4" MIN. MIN. YRODUCf RENEWED OPERABLE UNIT FRAME FIXED UNIT FRAME meurnvlyieswllnthe F[eddt setainccaas ll TO CONCRETE TO CONCRETE ^CeCDu ;� 2p� NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 �1d0a CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE-FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD y BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR o_/^ GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI-DADE COUNTY, F.K. 3/25/03 B NO CHANGE THIS SHEET ANCHORAGE DETAILS was er na:n• ".,"oc � f070 TECHNOLOGYORIVE F.K. 7110103 C NO CHANGE THIS SHEET NOKO,MIS, FL 34275 Tom' T ALUMINUM CASEMENT WINDOW, IMPACT F.K. &23/05 0 REVISE NOTES AND REMOVE 3NB'TAPCONS 8 #14 SCREWS A.O. BOX 1529 Lucas A. Tumer, P.E. NOKOMIS, FL 34274 VWbl Beaer $°"'�6�°" s`a1°' .; c""�p1°0' "'" rra""ar• Oa,a� W eey. oar y m..ha 201 F.K. 1'117102 CA-740 NTS 13 a 13 7045-8 D Mechanical MIAMFD�ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonline.com PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 HR-710 Aluminum Horizontal Roller Window-LMI APPROVAL DOCUMENT: Drawing No.4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture. of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-0405.06 GS Y _ Expiration Date: December 21, 2011 U Approval Date: December 21, 2006 Z Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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) Small 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858 and FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11A0. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) Jaime D. Gase'on, P.E. Chief, Product Control Division NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E-1 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716' LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE 0= 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W;TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13I16' LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318' AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H.13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN,) GLASS, 5116" OR 3/8" AIR SPACE AND 6116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13116" LAMI IG: (1) LITE OF 1/8' OR 3/16"ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13116" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16"ANNEALED (MIN.) GLASS, 3/16" OR 1k AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR li-V AIRSPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858 AND FTL-4859. ELCO TEXTRON NOA: 04.0721.01. 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL B. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). '0 TECHNOLOGY DRIVE NOf<OMIS, FL 34275 F.O. BOX 1629 NOK(,tAIS, FL 34274 vir(bly Bettrr NOTES HR710 I NTS 1 1 a 11 4127-10 IMPACT NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 5 ANCHORAGE .................... 8-11 Robert L. L. Clark, P.E. PE #39112 Structural 101171M 112" NOM. GLASS BITE 60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 21 � 1/2" NOM. / GLASS BITE f\ 66,67,68,69,70,71 4�118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3116" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAW IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS SITE 63,64,65 :] EXTERIOR INTERIOR (ALL SECTIONS) 3116"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE u 72,73,74,75,76,77 v 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3116" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 1010 TECHNOLOGY DRIVE GLAZING DETAILS EET NOKOMIS, FL 34275 ram' TY7 LAM! IG DETAILS P.O. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, No —.—,FL 34270 Visibly Berrer $0""""b°'" — ""0"e —dipAb' HR710 Full 2 w 11 4127-10 Aylproral an aromdY�BwNh Ur e R Robed L. Clark, P.E. PE #39712 structural (XOX 1/4,1/2,1/4) DESIGN PRESSURES TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 1 38 3/8" 48" 50 6/8" "1, 60" 63" 84" A,B,G,H '+60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.1 -59.1 +56.0 -56.0 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 55.5 +52.1 -52.1 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 55.0 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +600 -60.0 +59.5 -59.5 +54.0 54.0 +50.9 -50.9 UP TO 111" C, I +60.0 -60.0 UP TO 111" D,E,F,J,K,L +75.0 .75.0 (XOX 113,113.1/31 DESIGN PRESSURES TABLE 2. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 60 5!8" 54" 60"WO75.00 TO 86 7/16" jAB,C,G,H,I TO867/16"E,F,J,K,L (OX AND XQ) DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3!8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 1 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 '-70.00 C,I 1 +75.0 -75.00 +75.0 -75.00 +75.0 -76.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72„ A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -76.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C, I +76.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 -72.10 74" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 -68.60 +63.5 -63.50 C,1 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 -70.80 UP TO 74" D,E,F,J,K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL4859 (OX & XO) A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5116" LAMI - (1/8"A, .090,1/8"A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAMI IG-1/8" OR 3/16"A, 5/16" OR 318" AIR SPACE, 5/16" LAMI - (118"A, .090,1/8"HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI IG-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAMI IG-1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI IG-1/8" OR 3/16"A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16"'HS) L. 13/16" LAMI IG-1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) -- 1070 TECHNOLOGY DRIVE 1 E 1300-02 NOKOMIS, FL 34275 na: GLASS TYPES G THRJL. P.O. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMIS. FL 34274 Visibly Better HR710 NTS 1 3 d 11 4127-10 B Robert L. Ctark, P.E. PE 439712 Structural 25118" 251/8° 251/8" MAX. DLO MAX. DLO VENT FIXED B B B B f 86 7/16" MAX. WIDTH DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/3-1/3-1/3) 33 9/16" MAX 33 9/16" MAX NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 5 OLDep� Z� odea lM! FI HT llnYi� LI IG. Hnl DETAIL A - OX OR XO w as er a,w " r Rewmr t070TECHNOLOOYDRIVE ELEVATIONS F.K. 10117106. B NO CHANGE THIS SHEET NOKOh .L1L.275 "°K. a-- F. ALUM, HORIZONTAL ROLLER WINDOW, IMPACT K. 5/13/06 A NO CHANGE THIS SHEET P.O. eoX 1528 o6art L. Clark, P E. swro",w"""c sae: siwr n-a"n ey: cam: cn°e.J. o31 NOKOMIS, FL 34274 Visibly Better a°'c°1p�' ^" PEp397i2 F.K. 2/28/O6 J.J. 3/23/O6 HR710 NTS 4 a 11 4127-10 8 Structural MAX. DLO VENT 49 3/4" MAX. DLO FIXED X 111" MAX. WIDTH 7 MAX. DLO FIXED C DLO VENT , A I� 3/8" 56° MAX. 63" ALL / DLO ALL D ❑ MAX. HEIGHT MAX. VENT DLO MAX. FIXED DLO EXTERIOR SECTION C-C (VERTICAL SECTION) 1m17X6 5/13/Os INTERIOR — .7G1.1 IVIV O—O (HORIZONTAL SECTION - XOX) INTERIOR �+— MAX. FIXED DLO g7Z � MAX. VENT DLO X. WIDTH EXTERIOR SECTION A -A / (HORIZONTAL SECTION - OX)� EXTERIOR ApFsm'� Qs wmplYlai w Ilk 1M Florida _ nw SEALANT OR GASKET B� AT HEAD AND SILL VIEW D-D (FRAME CORNER CONSTRUCTION) '0 TECHNOLOGY DRIVE � S TfON.S NOKOMIS, FL34275 M. P.O. BOX lug ALUM. HORIZONTAL ROLLER WINDOW, NOKOMIS, FL 34274 Visibly Bener —HR71HR7f0 sHalf —5 c„wyno, 5 d 11 4127-10 Ileu Robert L. Clark, P.E. PE #39712 Structural DESCRIPTION MAT'L PGI# FLANGE FRAME HEAD 6063-T6 AL 612237 SASH STOP STD. ANTI LIFT CLIP 6063-T5 AL 612244 #8 X 3/4 PH. PAN HEAD 7834AA SASH STOP COVER SASH STOP 6063-T5 AL FLANGE FRAME SILL 6063-T6 AL 64136 SILLADAPTOR 6063-TEAL 64137 ROLLERTRACK 6063-T6AL 64131 WEEP HOLECOVER POLVPROP. 71298 ADHESIVEOPEN CELL FOAM PAD 7PAD162 13 4002 I A IFLANGE FRAME JAMB 6063-T6AL 612225 14 4134 GASKEPFORMAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1,000 UAD PN. SMS 791PQA 16 4110 G SCREEN ADAPTOR 6063-T5 AL 641106 17 4054 B FDA MEEIINGRAIL 6063HD-T6 AL 64054A 19 4066 W STP.,.187 X .23Q FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 W STP.,.250 X 270 BACK, FIN SEAL 61683G 23 225-1 JROUER HOUSING & GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWBU 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEEIINGRAIL 6063HS-T6AL 64006 33 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S16G 35 1096 SWEEPLATCH DIFCAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 ISASHSIDERAIL 6063-T5 AL 64126 38 1683 W STP.,.250 X 270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078"C" L OR R SO GLAZING SILICONE, DOW 899,995 OR EQUIVALENT 51 IM4 VINYL GLAZINGBEADBULB(THICK) 6TP247WK 52 1225 VINYL GLAZINGBEADBULB 6TP248K 53 4039 B GLAZINGBEAD - 5/16" 6063-TS AL 64039B 54 4044 B GLAZINGBEAD - 5/16" W/GRILL KIT 6063-T5AL 644703 55 4222 A GLAZINGBEAD-7/16" 6063-T5AL 64222 56 985 C GLAZINGBEAD - 7/16" W/GRILL KIT 6063-T5AL 6985 59 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067 61 1 " 5/16" LAMI 62 5/16" I-AMI 63 7/16" LAMI 64 7/16" LAMI 65 7/16" LAMI 66 13/16" I -AM 67 13/16" LAM (3/16" HS, .090 PVB, 3/16" HS) I IG•1/8"A, 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 P1/B, 1/8"A) I [G-1/8"A, 3/8" AIR SPACE, 5116" LAM] (1/8"A, .090 PVB, 1/8"HS rrEM DWG# REVI DESCRIPTION I MAT'L I PGI# 68 GLASS, 13/16" LAM] [G-1/8"A, 3/8" AIR SPACE, 5116" LAMI 1/8"HS, .090 PVB, 1/8"HS 69 13/16" LAM[ [G-3/16"A, 5116" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A 70 13/16" LAM[ [G•3/16"A, 5/16' AIR SPACE, 5/16" LAMI(1/8"A, .090PVB, 1/8"HS) 71 13/16" LAMI IG-3/16'A, 5116' AIR SPACE, 5/16' LAMI 1/8"HS, .090 PVB, 1/8"HS 72 13/16" LAMI 113-1/8"A, 1/4" AIR SPACE, 7/16" LAMI 3/16"A, .090 PVB, 3/16"A) 73 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS 74 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI 3/16"HS, .090 PVB, 3/16"HS 75 13/16" LAMI [G3/16"A, 3/16" AIR SPACE, 7/16" LAMI 3/16"A, .090 PVB, 3/16"A 76 13/16" LAMI IG3/16"A, 3/16" AIR SPACE, 7/16" LAMI 3/16"A, .090 PVB, 3/16"HS 77 13/16" LAM] IG-3/16"A, 3/16" AIR SPACF, 7/16" LAMI /16"HS, .090 PVB, 3/16"HS 90 1014 SCREEN FRAME (HOR & VER.) 3105-1114 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE-.135 DIA. HARD EM PVC 96 1 ISCREEN I CLOTH -- 1070TEGHNOLOGYDRIVE :HANGE THIS SHEET NOKOMIS, FL 34275 rm* SPACE DIMENSIONS ITEMS 66 THRU 77. P.O. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT � �t ��� �r NOKOMIS. FL 34274 Visibly Better 3106 HR710 NTS 6 m 11 4127-10 B T7/.1•S+L•r�t�i: —ter D� )rt L. Clark, P.E. PE #39712 structural 062 1.713 1.273 �+---2.710---►� —L O FLANGE FRAME HEAD #4102A,6063-T6 1 —4 -.062 A90 7 [-1.451-1 O SASH STOP #4025,6063-T5 .062 3 Ll -349+{ — 1T.8 21 SASH TOP & BOTTOM RAIL 04133, 6063-T5 1 678 .050 1.096 54 GLAZING BEAD, 5/16" #40448,6063-T5 (USED W/ GRILL KIT) F.K. 10/17/06 B 1NO CHANGE THIS SHEET RaWbns F.K. 5/13/06 A NO CHANGE THIS SHEET 1.122 I^2.710-� O FLANGE FRAME SILL #4136, 6063-T6 .061 .437 .4151 O HORIZ. ROLLER TRACK #4131,6063-T6 2. 79 .062 � �7 1.081 .32 SASH MTG. RAIL #4006D,6063HS-T6 O5� II T I2 .678 1.096 VVSS-I�—►{LL�� T 55 GLAZING BEAD 7/16" #4222A,6063 T5 1.187 �- .062 3. 90 O FRAME SILL ADAPTER #4137,6063-T6 1. 8J � .062 �1.403� 17 FIXED MEETING RAIL #4054B,6063HD-TB 2.3 .0 1. 9 082 291--] 37 SASH SIDE RAIL #4126,5063-T5 I .0504L' 678 1.115 1 -f 56 GLAZING BEAD, 7116" #985C,6063-T5 (USED W/ GRILL KIT) 'NOKOMIS, FL 4 DRIVE vw NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 Visibly Better r1.513-� .040 I .738 I -1.443- { -7 O SASH STOP COVER 94053,6063-T5 i---2.764-1 r 1.363 082 13 FLANGE FRAME JAMB #4002A,6063-T6 8 .878 1.096 1 T 53 GLAZING BEAD, 5/16" 440396,6063-T5 i 050 T-1 - 1 1.097 59 GLAZING BEAD, 13/16" #4067,6063-TS ALUM. HORIZONTAL ROLLER HR710 I Half I 7 m 11 f ` IDOW, IMPACT Robert L. Clark P.E. a.r. PE #39712 4127-10 B Structural ANCHOR QUANTITIES, XOX (114-1/2.1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: ZL GLASS TYPE A,B,C,G,H,I D,E,F,J,K,L 2.3, WOOD 2, CONC 1, CONC 2A WOOD 2, CONC 1, CONC ANCHOR TYPE 1 -1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX 3412 /t12 STEEL SCREWS (G5) ZONES ZONES ZONES ZONES ZONES ZONES & SUBSTRATE 2. GLASS TYPES: WINDOW S12E HEAD & SILL °a HEAD & SILL m HEAD & SILL m HEAD & SILL 0° HEAD & SILL HEAD & SILL m A. 5/16" LAMI - (1l8" A,.090,1/8" A) YY v H ' B. 5116" LAMI - (1/8' A,.090,118' HS) C. 5/16" LAM] - (1/8" HS,.090, 1/8" HS) 2 D.7/16" LAMI -(3/16"A,.090,3/16"A) 53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/16- LAM] -(3/16" A,.090,3/16- HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3 G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (118" A,.090, 118" A) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 54,000 3 H. 13116" LAM[ IG -118" OR 3/16" A, 5/16" OR 3I8' SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(x+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I. 13/16' LAM[ IG -1/8" OR 3/16' A. 5116' OR 3/W SPACE, 5/16" LAMI - (1/8" HS,.090,1/8" HS) J. 13/16" LAMI IG -1/8' OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) 63.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 K. 13/16" LAM) IG - 1/8" OR 3H6- A, 3/16" OR 1/4' SPACE, 7H6" LAM[ - (3H6' A,.090, 3/16" HS) 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 L. 13/16" LAMI IG -1/8" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16- LAMI - (3H6" HS,.090, 3/16" HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD & SILL: 101/2' MAX, ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 25314"MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+03+1 3 TABLE KEY: 2 ® X O X 74.000x 38.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 48.000 1+C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+(„2+2+C2+1 3 1+C2+2+C2+1 50.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 A CLUSTER OF(3)ANCHORS CENTERED 60.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 AT EACH MEETING RAIL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 2 64.000x 36.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+CZ+2+C2+1 2 1+C2+2+C2+1 48.000 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 (3" MIN. O.C. ANCHOR SPACING) 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 50.625 3 54.000 3 25 3/4" max. 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 �{ [ --3" MIN. 3 63.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 9" REF. 3 � X O X 2 I�- 106.375x 36.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 pFptorcd us waq FAIN 3 MTG. RAIL,TYP. ® Florida 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS - 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) --- 60.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 3 1+C2+3+C2+1 3 1+C4+4+C4+1 3 �r 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 25 3/4" MAX. 111.000x 38.375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+(,`2+3+C2+1 2 1+C2+4+C2+1 2 1 1/2"TYP. I�3" MIN. 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 50.825 9" REF. X O 3 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 1+C3+3+C3+1 3 1+02+2+C2+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C4+4+C4+1 54.000 3 - 60.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 ]31+C3+3+C3+1 1+C4+3+C4+1 3 1+C2+3+C2+1 3 1+C4+4+C4+1 3 MTG. RATYP.63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 1+C4+3+C4+1 3 1+C3+3+C3+1 3 1+C5+4+C5+1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS R ey Daz . p"mmv. 1070 TECHNOLOGY D- ANCHORAGE SPACING, XOX 114-112-114 2y�G R- Y -CF.- p«aau' F.K. 10/f7/06 B REWSEANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS,FL34274 �6 CC obert L. Clark, P.E. PE#39712 SIviclural r- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT $°'otlat s"" 011'6'°N0' R°'d HR7f0 IVT$ 8 m 4127-10 B Rev" '. F.K. D""r"� 5113106 """'°"" A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Vieibly Hefter Dr""n er F.K. Dwa 2/28/O6 cxwae. J.J. Dmo: 3/23/06 ANCHOR QUANTITIES XOX 1/3.1/3-1/3 WINDOWS TABLE IS NOTES: 1. ANCHOR TYPES: As GLASS TYPE A,B,G,H C,D,E,F,I,J,K, L 2.3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ANCHOR TYPE & SUBSTRATE 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 -//12 STEEL SCREWS (135) to 2. GLASS TYPES: m2 A. 5/16" LAM] ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE HEAD & SILL Im, HEAD & SILL ' HEAD & SILL !q ' HEAD & SILL (!1 mE HEAD & SILL N mn HEAD & SILL V - (1/8" A,.090. 1/8" A) W_ H I I I I � I B. 5/16" LAMI - (1/8" A,.090, 118' HS) 48.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 C.5116" LAMI -(1/8"HS,.090,1/8" HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7/16"LAM] -(3/16"A,.090,3/16" A) E. 7116" LAMI - (3/16' A,.090, 3116- HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.7116" LAMI-(3/16- HS,.090, 3/16' HS) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+ 1+C2+1 3 1+C2+1+C2+1 3 G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8- A) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13116" LAMI IG -1/8" OR 3116" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8' A-090,1/8" HS) 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 I. 13/16" LAMI IG -1/8' OR 3/16" A, 5/16- OR 3W SPACE, 5116- LAMI - (1/8' HS,.090, 1/8" HS) 3 J. 13/16" LAMI IG -1/8" OR 3116' A. 3/16' OR 1/4" SPACE, 7/16" LAMI - (3/16- A,.090, 3/16- A) 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K. 13/16' LAMI IG - 1/8" OR 3/16" A. 3116" OR 1/4" SPACE, 7116- LAMI - (3116- A,.090, 3116" HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 L. 13/16" LAMI IG -1/8" OR 3116' A, 3/16' OR 1/4" SPACE, 7116" LAMI - (3/16" HS,.090, 3/16- HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2+1 3 1+C2+1+C2+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2+1 3 1+C2+1+C2+1 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2+1 E1+C2+l+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 1+C3+1+C3+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 36.375 irC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 2+1 2 1+C2+1+C2+1 25 3/4'MAX. FROM CORNERS 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 JAMBS: 9" MAX. FROM CORNERS AND 22 112" MAX. O.C. 3 TABLE KEY: 50.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ® X O X 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 ll+C3+1+C3+113 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 A CLUSTER OF (3) ANCHORS CENTERED 2 ON EACH MEETING RAIL PLUS (1) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.625 1+C2+1+CZ+1 3 1+C2+1+C2r1 3 1+C2+1+C2r1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 314" MAX. 46.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3�(--3" MIN. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9' REF. X O X 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Approved m covp�8 84.000x 38.375 48.000 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 2 MTG. RAIL,TYP. ® 21 3 EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS pOA1r - 60.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 BY 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 25 3/4" MAX. 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C4+1+C4+1 3 1 1/2" TYP. 66.437x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2. 1+C2+1+C2+1 2 �,I�-3"MIN. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9' REF. 50.625 54.000 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 3 / 60.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+7 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 MTG. RAIL,TYP. 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C4+1+C4+1 3 EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS aeeaday: oar �,.�,: , 1070TECHNOI-0-DRIVE ANCHORAGE SPACING, XOX 113-113-113 /Q u oee ane+ F.K. 10117106 S REWSEANCHORAGE FORMAT, HEAD & SILL CLUSTERS NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 6 Robert L. Clark, RE PE f{39712 Structural *� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT IUZFW-°'"' F.K. 6113/06 "°m A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. aa-n ar FX ome: 2128106 sued er J.J. Wre- 3123106 Visibly Bette Si wu HRT70 �"' NT$ " -9 11 °'-'"�"O 4127-10 "'� $ ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 GLASS TYPE ANCHOR TYPE A,B,G,H C,D,E,F,I,J,K, L 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H O J Q- xe0 U) m ¢ J QJ x,a U) m ¢ 0 J QJ w U) x,e U) m ' a -I ¢-+ W x"o (D m 0 J aJ w Co U) m o J QJ w U) m 37.000 x 38,375 48.000 50.625 1+C2+1 2 1+C2+1 2 1+102+1 2 1+C2+1 2 1+102+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+102+1 3 1+C2+1 3 1 1+C2+1 3 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1 1+C2+1 3 1+C2+1 3 1+C3+1 3 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 4B.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 48,000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+02+1 3 1+C2+1 3 1+C3+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1 1+C2+1 2 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 63.000 1+C3+1 3 1+C3+1 3 1+C3+1 3 1+C3+1 3 1+C3+1 3 1+C3+1 3 60.000 x 38.375 1+C2+1 2 1+C2+1 2 2+C2+2 2 1+C2+1 2 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 54.000 60.000 63.000 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C3+1 3 2+C4+2 3 1+C3+1 3 1+C3+1 3 2+C4+2 3 1+C3+1 3 1+C3+1 3 2+C4+2 3 1+C3+1 3 1+C3+1 3 2+C4+2 3 66.000 x 38.375 2+C2+2 2 1+C2+1 2 2+C2+2 2 2+C2+2 2 1+C2+1 2 2+C2+2 2 48.000 2+C2+2 3 1+C2+1 3 2+C3+2 3 2+C2+2 3 1+C2+1 3 2+C3+2 3 50.625 2+C3+2 3 1+C2+1 3 2+C3+2 3 2+C3+2 3 1+C2+1 3 2+C3+2 3 54.000 2+C3+2 3 1+C2+1 3 2+C3+2 3 2+C3+2 3 1+C2+1 3 2+C3+2 3 50.000 63.000 2+C3+2 3 1+C3+1 3 2+C4+2 3 2+C3+2 3 1+C34.1 3 2+C4+2 3 1+C3+1 3 1+C3+1 3 2+C4+2 3 2+C3+2 3 1+C341 3 2+C4+2 3 74.000 x 38.375 2+C2+2 2 2+C2+2 2 2+C2+2 2 2+C2+2 2 2+C24 2 2 2+C2+2 2 48.000 2+C3+2 3 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C2+2 3 2+C3+2 3 50.625 2+C3+2 3 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C2+2 3 2+C3+2 3 54.000 2+C3+2 3 2+C3+2 3 2+C3+2 3 2+C3+2 3 2+C3+2 3 12+C3+2 3 60.000 63.000 2+C3+2 3 1+C3+1 3 2+C4+2 3 2+C3+2 3 2+0+-2 3 2+C4+2 3 2+C3+2 3 1+C3+1 3 2+C4+2 3 2+C4+2 4 12+C3-121 3 12+C4+2 3 e7. I Deb: I R"rtri"v: 10117106 CLUSTERS NOKOMIS. FL 34275 G THRU L P.O. BOx 1529 NOKOMIS, FL 3A27A NOTES: 1. ANCHOR TYPES: eQ 1 -1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS (135) 2. GLASS TYPES: A. 5116" LAM] - (1/8' A,.090, 1/8" A) B. 5/16' LAM] - (1/8" A,.090, 1/8" HS) C. 5l16" LAMI - (118" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16' HS,.090, 3116" HS) G.13/16" LAMI IG -118" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16' LAMI IG -1/8" OR 3/16" A, 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13116" LAM[ IG -1/8" OR 3/16" A. 5116" OR 318' SPACE, 5/16" LAMI - (118" HS,.090,1/8" HS) J. 13116" LAMI IG -118" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3116" A,.090, 3/16' A) K. 13/16' LAMI IG - 1/8" OR 3116" A, 3/1W OR 1/4" SPACE, 7/16' LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O X ® 2+C3+2 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 18 3/4" MAX. ) -^{ �--3"MIN. 9" REF. � 0 p+yl7ovea t. C"PlyiaB wilt" MTG. RAIL ® �f i EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 3/4' MAX. L 1 112" TP. 1--3" MIN. -f- 9" REF. X_ O MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS rANCHORAGE SPACING, OX AND XO WINDOWS Trr / ALUM. HORIZONTAL ROLLER WINDOW, IMPACT obert L. Clark, P.E. s",.,nw,r- __L wo-. orworo. aw PE N39712 HR710 NTS 10 > 1 i 4127-10 B Structural y • Y - NOTES: eQ ® CONCRETE ANCHOR 3KSI CONC. W/#12 HEAD 1 FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ® ® WOOD ANCHOR APPROVED 114" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM SEE NOTE 1 THIS SHT. W/ #12 HEAD ANCHOR TO CONCRETE EDGE IS 2% 1x WOOD BUCK AND NOTE 3 SHTS. 8-10) (SEE NOTE 2 THIS (SEE NOTE 3) SHT. AND NOTE 3 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (135) OR ® 2x WOOD BUCK SHTS. 8-10) 1/4" SS4 CRETE-FLEX. • (SEE NOTE 3) � 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 1 3f8" MIN. =� TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE ® INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' 1 318 MIN. THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE _LA ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. M/N4C M/. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE SHIM SHIM r OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT iSHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET I METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS DETAIL A DETAIL B MAY BE USED. TYPICAL HEAD SECTIONS 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT2005). aEXTERIOR INTERIOR (HEAD 8 SILL DETAILS) CONCRETE ANCHOR W/ #12 HEAD (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4' MAX. MAX. a ' a• 1 3/8° MIN. 3B 2x WOOD BUCK KSI CONC. (SEE NOTE 3) DETAIL C TYPICAL SILL SECTIONS G DETAIL D 1/4" MAX. SHIM-- H 3/8' MIN. Al WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT: AND NOTE 3 SHTS. 8-10) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8.10) 1/4' SHIM MAX. 1/4" MAX. SHIM— —j �— MIN. CONCRETEANCHO WI #12 HEAD (SE 2x WOOD BUCK (SEE NOTE 3) 1 INTERIOR (BOTH JAMB DETAIL EXTERIOR DETAIL E J_L 1111/4" MIN. (1.5KSI CMU) OR 1 3/8" MIN. r (3KSI CONCRETE) NOTE 1 THIS SHT. AND x WOOD BUCK NOTE 3 SHTS. 8-10) (SEE NOTE 3) '01ECNN , DRIVE V^ NOKOMIS'LFL . 34275 'sr```�+'' P.O BOX 1529 NOKOMIS, FL 34274 Visibly Berner DETAIL F TYPICAL JAMB SECTIONS ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR7It Half it m 11 4127-10 B' 7 w�C �•� r / 4J r-4. Robert L. Clark, P.E. PE #39712 Structural ��s� LE MIAMI•DADE Oi TNAM MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO). 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 211x Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6223, titled "2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion", sheets 1 through 5 of 5, dated 04/28/00, with revision "C" dated 05/03/06, prepared by PGT Industries, signed and sealed by Robert L.Clark, 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 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 bf 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 NOX 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 # 04-0528.06 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 Jaime D. Gascon, P.E. c�CT Gp,�� w G'CpTF' NOA No 06-0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion, Sheets 1 through 5 of 5, dated 04/28/00, with revision "C" on 05/03/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed aluminum windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2902, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.06" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed aluminum windows (OOconfiguration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2903, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.06" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 discussed along with installation diagram of a pair of fixed aluminum windows with a transom lite (0/00 configuration) mulled together with a lx 2 x 3/a" wall vertical and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2975, dated 01123/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.06" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC-2004, prepared by PGT Industries, dated 01/23/06, signed and sealed by Robert L.Clark, P.E. � Jaime D—.-IGascon, P.E. Chief, Product Control Division NOA No 06-0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 01/23/06 and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04-0528.06, issued to PGT Industries for their 2" x Heavy Wall -Aluminum Tube Clipped Mullion, approved on 07/15/04 and expiring on 06/28/06. 2. Letter from consultant dated 04121/06, stating that the product is in compliance with the Florida Building Code (FBC). Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 E-1 ANCHORS DETAIL 'B", ANCHORS DE7 "C" OR 'D" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A MULLIONS { M1 M2 EW1 I W2 W W = W 1 +W2 H = H1+H2 (2) WINDOWS MULLED WZQNE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 ANCHORS DETAIL 'B", r ., "NTH TTOMS W = W 1 +W2+W3 H = H1+H2 MULTIPLE WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR Wl+W2+W3 M4) MAX OPENING = W 1 +W2 OR W2+W3 MULL LENGTH = H1 NOTES. 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS. F7-L-2902, 2903 AND 2975. "C� MULLIONS Robei{ L. Clark, P.E. PE #39712 Structural W = W 1.+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rovsd BY% Dat : Revisions: F.K. 1%9/O6 B—REVISE ANCHORAGE T evs . Oat : Re sions: F.K. 5%3/O6 C-NO CHG THIS SHT Drawn By: Oct.: INDUSTRIES P.J.P. 412,100 Description: 2" HEAVY WALL, ELEVATIONS NOKOMIS, FL J4275 ALUMINUM TUBE CLIPPED MULLION 1070 TECHNOLOGY DRIVf P.O. BOX 7529 Series/Model: Scale: Sheet: Drawing No. Rw NOKOMIS, FL 34174 MULLS NTS 1 01 5 6223 C PGT 2x MULLION 2„ 2" MULL=1 " OR 6 MULLION CLIP. CUT FLANGES OFF CLIP MIN. TO FORM A — — "U" CHANNEL AND INSTALL AS SHOWN u n 2jq(TYP)1, PGT 2x FOR 2" MULL 1 5" J12 FH SMS PGT 2x MULLION-, STAGGERED ON OPPOSITE SIDES (SO AS NOT TO WOOD BUCK INTERFERE WITH REMOVED TO EACH OTHER) CONCRETE SEE NOTE 3 /@F1 #12 SCREW, 14 MW. SEE NOTE 3 f TYPICAL MULLION TO MULLION INSTALLATION. DETAIL 'A" 2" 14 ' OR 6"-1 12 FH SMS STAGGERED ON OPPOSITE SIDES (SO PGT 2x AS NOT TO INTERFERE IULLION- - MWITH EACH OTHER) IN. SEE NOTE 3 WOOD �— U /—BUCK (12 SCREW, _j12 (n p) Eo O SEE NOTE 3 / 1j MIN. _ TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL 'B" NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI—DADE COUNTY, USE ONLY MIAMI—DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2" ELCO 1/4" SS4 CRETE-FLEX ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4" 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE-FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF #12 SCREWS FOR WOOD APPLICATIONS. J. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL -TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO -OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. PGT 2x MULLION -- 14 MIN.`• :�'. ;� . A:•. ti �j . 'A " OR 6 WOOD BUCK MIN.: 28(TYP 18(TYPAs 14 MIN.V.] —.,., TYPICAL _MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON -SEE NOTES 1 & 3 4" OR 6"� #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT /r TO INTERFERE WITH EACH OTHER) MIN. r- Jr SEE NOTE 3 1/4" TAPCON, SEE NOTES 1 & 3 rnwdcreave�p •id��rYdi •Pb 4115.00 1 •r - TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R— By: Oat : R1" 10ns: F.K. 1%9/06 B—REVISE ANCHORAGE ' '� G'� INDUSTRIES vs F.K. 5%3/04 Raviatonr. C—NO CHG THIS SHT Drown W. P.J.P. Date: 4128100 Descnptfon: 2" HEAVY WALL, CLIP INSTALLATION DETAIL 10NOKOMS. FL 34275 ntie: ALUMINUM TUBE CLIPPED MULLION Robert L Clark,. P.E. r J39 u12 P.O. 60K 1529 NOKOMIS, FL 34274 Saes/Model: MULLS Srnle: NTS Shoat: 2 a1 5 Drawing No. 6223 R.,.S C 1 8 1 2" MULL CLIP EXTRUSION DWG 1151 JMIN. MIN. MI" 4 MAX. ® A%2 AI� 8 MIN.- 3 L3) ANCHOR LOCATIONS (4) ANCHOR LOCATIONS MIN. [----A'-� (6) ANCHOR LOCATIONS MIN. ® (A'-3/ 3 EQ. 19 MAX. ® (A'-3/4)/3 3 EQ. SP. (8) ANCHOR LOCATIONS 8 MIN. MIN. JMIN. FROM MIN. FROM MIN. FROM MIN. FROM ENDS (TYP) ENDS (TYP) ENDS (TYP) BENDS (TYP) MIN. MIN. MIN. MIN. (TYP) I " (TYP) � (7YP) � (TYP) _ _� �esucr � �--•A%2 ® �_. I � I �.A � A (�A 2 2" MULL CLIP (3) ANCHOR LOCATIONS (4) ANCHOR LOCATIONS (6) ANCHOR LOCATIONS (8) ANCHOR LOCATIONS W/TASS REMOVED EXTRUSION DWG 11513 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS CLIP LENGTH CHART NOTES. FOR 1x MULL 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR MULL SIZE A' PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY 2 x 4 x 1/4 3 7/16 OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE 2 x 6 x 1/4 5 7/16 REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS FTL-2902, 2903 AND 2975. Revsd Oaf : Revislans: F. 1%9/06 6—A00 3-4 HOLE APP. F�� �/. — / �` 5 � obos L. Clurk, P.E. PlC i}3A712 Structural INDUSTRIES evs F.1 oat • 5%3/06 evl.0m C—ADD MISSING DIM. orown ily: P.J.P. Date.. 4 28100 Description: 2" HEAVY WALL, ANCHOR LOCATIONS 1070 7ECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX f529 NOKOMIS, FL 34274 rue: ALUMINUM TUBE CLIPPED MULLION Se es/Model• MULLS Scale NTS Sheet 3 ar 5 Dra.Mg No. 6223 13 Cl NOTE: 1. REFERENCE TEST REPORT F7TL-2902, 2903 AND 2975 2x HEAVY WALL MULLS MAT'L: 6063-T6 S/ bort L Clark, aad:, P.E. PE #39712 Structural TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS W-zy INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 THIS SHE. THIS SHT 2" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION MULLS • I ix 14 07 5 I 6223 I C C t - 2x6x 0 Vertical Mull 0 6 70 0 0 1 160 ANCHOR (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A TYPE & QTY. (6) B (8) B (6) B (8) B (6) B (8) B (6) B (8) B (6) B (8) B (6) B (8) B (6) B (8) B (6) B (8) B (6) B (8) B (6) B (8) B Mull Multiple Mulled Units 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 Length 48 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 170 50.625 170 170 1 170 170 170 1701 170 170 1 170 170 1 170 170 170 1 170 170 1 170 170 170 170 170 0 enin w 54 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 Width MuII Length = 60 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 Z 63 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 Horizontal Mull z 66 170 170 170 170 170 170 170 170 170 170 168 170 162 170 159 170 158 170 158 170 72 170 170 170 170 170 170 165 170 154 170 146 170 140 170 136 170 134 170 133 170 Opening C9 76 170 170 170 170 168 170 154 170 143 170 135 170 129 170 125 166 122 162 119 159 opening Width w 78 170 170 170 170 162 170 148 170 138 170 130 170 124 165 119 159 116 155 113 151 widt� 84 170 170 166 170 148 170 134 •170 124 166 117 155 Ill 148 106 142 103 137 98 130 j 90 170 170 153 170 136 170 123 164 113 151 106 141 100 1 133 96 127 92 123 86 116 Mull 96 165 170 142 170 125 167 113 151 104 139 97 129 91 1 123 87 115 83 109 77 98 Length 108 144 170 123 163 109 141 98 125 89 112 83 '102 78 1 95 73 88 70 83 63 73 111 140 170 119 154 105 133 94 118 86 106 80 1 97 75 89 71 83 67 78 61 68 144 105 108 89 90 78 78 69 69 61 61 56 56 51 51 47 47 44 44 37 37 CHART 1. - 2x4x.250 OPENING WIDTH IN INCHES rt�orncr�vrsen 50 90 1 100 110 120 130 1 160 NOTESis.o8 ANCHOR (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. TYPE & QTY. (6) B (6) B (6) B (6) B (6) B (6) B (6) B (6) B (6) B (6) B 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, 42 170 170 170 170 170 170 170 170 170 170 CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 48 170 170 170 170 170 170 170 170 170 170 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 50.625 170 170 170 170 170 170 170 170 170 170 W 54 170 170 170 170 170 170 170 170 170 170 4• ANCHOR TYPES: A. 1/4" TAPCON 0 60 170 170 170 170 170 170 170 170 170 170 B. #12 SCREW ? 63 170 170 170 170 170 166 162 160 159 159 z 66 170 170 170 170 170 154 149 146 145 145 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS = 72 170 170 166 152 142 135 129 125 123 122 76 170 170 154 141 131 124 119 115 112 109 R—d 8 . Dot : Revisions: F. t%s/o6 B-REVISE ANCHORAGE z w J 78 84 170 177 167 149 136 127 119 114 110 107 104 r j T evs Reviaiona: F s>3/os C-NO CHG THIS SHT m-- By: Do e: 90 163 153 141 136 125 124 113 114 104 107 97 102 92 98 88 94 85 90 79De� /.� ption: IP 4 ?B o0 96 151 129 112 100 91 83 78 73 69 63 2„ HEAVY WALL, PRESSURE CHARTS 1 & 2 108 107 90 78 69 62 57 53ft49ft47 41 S%y7070 Tt1e! 111 98 83 72 63 57 52 48 37 TECHNOLOGY DRNE NOKOMIS, FL 34275 ALUMINUM TUBE CLIPPED MULLION 144 45 37 32 28 26 23 21 16 R PE L Ci-j2 P.E. P.O. BOX 1529 NOKOMlS FL 34274 s nes/Ffadel: Scale: Shoat: NTS Dmwing No. Rev. Structural MULLS S or' S 6223 C MIIAAMII-DiADE muum BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT'CONTROL DIVISION NOTICE OF ACCEPTANCE (NO 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.miamidade.gov/bttildingcode PGT Industries t 1070 Technology Drive, i 2i,u rn Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 "PW-701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, 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 Missile Impact Resistant Limitation: 1. Max DLO =Width-3.75". and /or=Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5", except Hexagon & Octagon corner dist not to exceed 3". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5". 3. The anchor installation shown is applicable without geographical limitation. 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 ofNOA. 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 # 07-0418.06 consists of this page 1 and evidence sheet E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 08-1112.10 A MMFDADECOUNTY Expiration Date: February 19, 2014 . , . 4 , Approval Date: January 08, 2009 ���5 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07-0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07-0418.06). 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 4) Small 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 alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3835, dated 07/18/03 and test report FTL-3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME-1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest", dated 11-06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07-0418.06 expires on February 19, 2009. tsGuc, \ . actt4i` Ishaq I. Chanda, P. E. Product Control Exau�iner NOA No 08-1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 E-1 NOTES: LARGE MISSILE WINDOWS GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7116" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN.090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D: 1 1/16" LAMI I.G: GLASS COMPRISED OF.(1)ILITE OF 3/16" HEAT STRENGTHENED' GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN,LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES .......................... 1 GLAZING DETAILS ........................ 2 ELEVATIONS, FLANGED ............... 3 ELEVATIONS, INTEGRAL FIN....... 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED...... 6 SECTIONS, FLANGED ................... 7 CORNER ASSY, FLANGED........... 7 SECTIONS, INTEGRAL FIN........... 8 CORNERASS'Y, INTEGRAL FIN... 8 EXTRUSION PROFILES ................. 9 PARTS LIST .................................... 9 ANCHORAGE ................................. 10-12 3. ANCHORAGE: THE 331/3% STRESS INCREASE HAS' NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED PRODUCTRENEWED ao eoM*Iftwkh gle FM kb wdl"6 Code Ae pwm Nook ffl ./o 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. zTi51 ���rr�+� H 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850 MD.Wpm6aVFMW DFrlxl"" ELCOTEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000,-r LUMINUM DESIGN MANUAL �-u.Itsl$ 7. THIS PRODUCT HAS PEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT OIIOC{ REVISED ' , EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). n eompWeswuli the F7orlda O TECNNOLOOYDRIVE NbTES A TABLE OF'CONTENTS NOKOMIS, FL 34275 Ttl' T P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPACT _ Roberl L. ClarkP.E. NOKOMIS, FL 34274 vulb& Berter f NTS s 1 w 12 4259� B sw r712 1 1/16" LAMI GLASS NOMINAL 7/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090 DUPONT BUTACITE OR .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7/16" AIR SPACE PVB INTERLAYER 3/16" HEAT 3/16" HEAT STRENGTHENED 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS GLASS 12 12 10 17 OR 21 gOR@ 11 PRODUCT RENEWED Balding �wiTh fhc Florida AK'ept,bee NOQ�—i %f. �Q OUTSIDE 11/16" NOM OUTSIDE 11/16" NOM Etpi"d-Di1c GLASS BITE GLASS BITE: DF1si"a 13 2 1 3 1 PRODUCT REVISED ` 's-Wplying with The Flarida 14 OR 15 14 OR 15'`�°" Baidieg CWe Aseepfaatt No O -04 Ole °°`� zo°g B9 Mi ltodocf Carttml pfr6 7/16" LAMI GLAZING DETAIL 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) �� 1 FaeO By. mw WMdiv: Bi"vpr"e GLAZING DETAILS Rotrert L Clark P.E. PE 039712 FIG Beb; 414/07 nMwh . B NO CHANGE MS SHEET 1070 TECHNOLOGYORIVE NOKOMf3, FL 34275 P.O. SQX 1529 NOKOMIS, FL 34274 ALUMINUM PICTURE WINDOW, IMPACT _ Tdf FUL 2 d 12 a 'x 4258.4 B FK Br 1211SN3 �A R NO CHANGE THIS SHEET Visibly Better BmmBr F.K. ovne 7114103 rf wce B� HEXAGON FULL CIRCLE OCTAGON MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. OR MAX..AREA =19.63 SQ. FT. OR MAX. AREA = 20.71 SQ. FT. Z:: 5� � FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24A7 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 $Q. FT. ELLIPTICAL. MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 S( EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. �-- 96" MAX. -I 48" MAX. L RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. NOTE: ® FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. vdw. FevY.b": f070TECHNOLOGYDRIVE c .F_K 4/4A17 B UPDATEANCHORAGENOTE NOKOMIS, FL 34275� �I FK 12/1541T A NO CHANGE THIS SHEET P.O. BOX 1529 .--a — ur. D% �Sy. pyi NOKOMIS FL 34274 visibly Better F.K. 7/f4/03 14" K. 3 ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.98 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT ALUMINUM PICTURE WINDOW, IMPACT s.,weaae s,.,r: rnNe PW--701 NTS 3 a 12 4259-4 PRODUCT RENEWED er a.pWng with the Flail" Bolding Cade � _ 1 A�cepmna No •,,r-, ,, _ � O Ezptntlo� Dato, 21 19 f 2a (y DMlsiom PRODUCT REVISED er complying with the Florida DukUng Code Acceptance Ne Q(v 9 Ezpiratlon Date �2bertl- Clerk, P.E. PE#39712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT, FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. FVFP(Pc)w OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. �98 1/4" FRAME O.D. — 96" MAX. — 50 1/4" FRAME O.D. / 48" MAX. 93 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SI 45 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. ar RrWAx": Omlbn 107OOYDRIVE K. pry-�'- INrE� .414NOKOMIS, /07 B ADO FRAMEO.D.DIMENSIONSANDUPDATEANCHORAGENOTE 0TEhWoL34275 ■ t�.�■ War. ow: ALUh r 1211&W A NO CHANBETHIS SHEET P.O. BOX 1629 s w.vxi .mer omo: cr" B Dun- NOKOMIS, FL 34274 Visibly Better K 7114103 PW-701 F. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. FIN ELEVATIONS 1 PICTURE WINDOW, IMPACT saw• eiw c•�+*e r+ti NTS 4 - 12 4259-4 PRODUCTRENEWED as c PlYfog with the Plorids Buiding Cade Aeeept"am Noo -/ /2•l0 Explmtoo Deb By MIem4Dade Dlrieloa PRODUCT RL.Yy,ZP r cumplylug wilh 16e 1 lerhlx Buldlne Code Acmp=m No O - OF Date Lb9 �r rt�oc� Robert L Clark, P.E. PE #39712 Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) FTL-3E B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) FTL-3f C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3116" HS) FTL-3E D. 1 1116" LAM] I.G.-, 3/16HS, 7116" SPACE, 7/16" LAMI(3/16HS, .090, 3/16".HS) FTL-3E WINDOW GLASS WINDOW "Y" DIMENSION "k' DIM. TYPE 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 T -80.0 +80.0 -80.0 +80.0 1 -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT., 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. .16.33 SQ.FT.. 54.500 A,B,C,D +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14,95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 A,B,C,D +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 A,B,C,D +80.0 80.0' +80.0 1 -80.0 +80.0 80.0 +80.0 80.0 +80.0 -80.0 +80.0 -,80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71,000 A, B, C, D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 1 -80.0 +80.0 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. A +80.0 80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80:0 -80.0 +80.0 -80.0 +80:0 -80.0 +74.0 -74.0 �72:2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 1 -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 1 22.67 SQ.FT. 1 26.33 SQ.FT. 1 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. PRODUCT RENEWED as c ,optyiog with the Florida D"Idi"g Code I Attxptaom No Esplrattoa D,u Ili Dy Sly a �- ,-- Division REVISED Z with the Flwwa NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET'3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. r+e.,aer. cnoc ra.rnn<: _ 1070TEC94CLOGYDRIVE NOKOMIS, FL 34275 � our<.yupr FLANGED UNIT DESIGNPRESSURFS I a J r F.K. 414A17 B UPDATGDESIGNPRESSURESPERASTME1300-02ANDNOTES. CLEAN UP TABLE 1 DESCRIPTIONAND HEADINGS. r F.K.F.K.1211SJ3 �A� CHANGENOTE !ANCHORING WITHb12SCREWS P.O. BOX 1529 -.- ALUMINUM PICTURE WINDOW, IMPACT si.c Robert L Clark, P.E. om-„er yro; rn,a,e�.. orx NOKOMIS, FL 34274 V4ibly Better s� NT3 5 d 12 u..scea 42594 B F.1G 7114103 pW 701 SW399712 TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090. 3116HS) FTL-3835 B. 7/16" LAMINATED GLASS (3/1&'HS, .090, 3/16HS) FTL-3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL-3850 D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL-3850 WINDOW GLASS WINDOW "Y" DIMENSION "x' DIM. TYPE 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT, 16.33 SQ.FT. 54.500 A, -BC, D +80.0 -80.0 +80.0 -80.0 +80.0 7 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 A,B,C,D +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 ` A,B,C,p +80:0 80.0 +80.0" 1 40.0 +80:0 '-80.0 ' +90.0 80.0' 480.0 1 -80.0 +80.0 -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 A,B,C,D +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 T -80.0 +80.0 80.0 +80.0 1 -80.0 AREA 14.05 SQ,FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. PRODUCTRENEWED 82.000 A +80.0-80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 �0.0 a -plying with the F7orlda Bviding AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. Cede A.eptvviceNoaB-1117- 10 Espiratioe Dah A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 Ml.m1 Drde'� B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 ()"ion AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27,34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +74.0 1 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80:0 -80.0 +80.0 -80.0 +80.0 -T 0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B. D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 f REVLSP-0 ee eompbtvg nIH Eye Irrlis wwmpt0 AREA 18.41 SQ.FT. 21.96 SQ. FT. 25.51 SQ.FT. 29.06 SQ. FT. 30.03 SQ.FT. 31.00 SQ.FT. 9elding Code AvoWma No E'pl`u�' De epg Br 27t- e hvdvt! CgDN DM& 96.0000.0 0.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -83.0 +61.5 -61.5 +60.0 60.0 =+880.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 -80.0 1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 1 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. a Br. Dam . r:e . oaac n. INTEGRALF/NUNITDESIGNPRESSURES n0i ALUMINUM PICTURE WINDOW, IMPACT 011qv��11 Robert L Clark, P.E. PE #39712 er• F.K. oam 414107 8 UPDATEDESIGNPRESSURESPERASTME1300-02ANDNOTES. CLEANUP TABLE2DESCRIPTIONAND HEADINGS. 10707ECHNOLOGYDRNEp NOKOMIS, FL 34275 P.O.SOX1529 NOKOMIS. FL 34274 r F.K 12/15,03 CHANGE NOTE I ANCHORING WITH#12 SCREWS BY ay, r�t.a a two Vi ibly Bear ` PW-70f soot• NTS ar..e 1 6 d 12 u+rtirra 4259-4 n..: B F.I 7114ro3 Swctu el F 2.784" OUTSIDE } 17 18 DAYLIGHT OPENING - - MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAhAF1 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG 8 ENTIRE JOINT M DAY OPE 2.784" —►{ VERTICAL SECTION WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME) W. 1070TECHNOLOGYDRW SECTIONS & CORNER ASS'Y, FLANGE 414A7 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 ALUMINUM PICTURE WINDOW, IMPAG 1211503 A NO CHANGE THIS SHEET P.O. BOX 1529 sc.r ire � � o,m; NOKOMIS, FL 34274 T/isibly Better �7114103 PW--701 7 112 4259 4 PRODUCTRENEWED as complying with the Florida Bolding Code Aceepteact Noon—f 11 Z• !O Expiration Dete 21� j,4 Miami Drde Divitiou R©DUCT REVISED complying with elm flirW Ading Code eeepmaee reo - (o raHoa Date — r jamyVardeTmdaetCtiatrd a art L Clatk, P.E PE #39712 Sttuetumi 2.784" .1� OUTSIDE 10 11 11 18 21 22 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) � ALONG ENTIRE JOINT KEYED CORNER ASSIY (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) 4(4107 8 1 NO CHANGE THIS SHEET NOKOMIS, FL 34275 nr: - 17/15/03 A I NO CHANGE THIS SHEET P.O.80X 134 NOXOMlS, FL 94274 2.784" 1 10 11 MAXWINDI. HEIGHT/ 17 MAX. DAYLIGHT OPENING INSIDE PRODUCTRENEWED AS mmplying with the Florida ealdl,, code Aacptana nn Olr^! f !7 • (O Expiration Date Z/ /p l � 11 Dy �L1,��4 `' Minor Dad( Diri.l"n ' PRODUCTREVISED mni *IngWithOnPieida Baldtag Cod; Aeaptana No 6 Es Dao Dale 9 de Ptodotl VERTICAL SECTION (INTEGRAL FIN FRAME) G`�� SECTIONS, INTEGRAL FIN ALUMINUM O, �— ALUMINUM PICTURE WINDOW, IMPACT Ro It L Clark, P.E. Be[rer '` I �` PE 939712 Pw-7d1 HAL 8 a 12 4259-4 B sbwurw ITEM DWG N 1 4256A 2 4253 7 1155 8 10 4255 11 4254 12 1224 1.3 4224 14 15 17 18 20 4262 21 22 PART #. DESCRIPTION 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 64253 FLANGED FRAME HEAD,. SILL & JAMB 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL ' SCHNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT SEALANT OR EQUAL 64255 7/16 LAMI GLASS BEAD 64254 111116 LAMI I.G. GLASS BEAD 6TP247.. VINYL BULB WEATHERSTRIP (THICK) , DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .b90 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3116" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT. STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3116 HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT I� .970" .050" T 5" -�� ITEM.10, 7/16 LAMI GLASS BEAD MAIL: 6063-T5 DWG NO.4255 CHANGE THIS SHEET .346" .975" .050" q7 ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063-T5 DWG NO.4254 2.784" 2.500" .062" --{ F�— .077" ITEM 1, INTEGRAL FIN FRAME MAT'L 6063-T5 DWG NO.4256A 1.875" I-- .062" 2.784" ITEM 2, FLANGED FRAME MAT'L: 6063-T5 DWG NO.4253 OHNOLOGPc �T EXTRUSION PROFILES 6 IVOK NOICOMLS, FL 342764276 reYe P.O.BOX1b23 ALUMINUM PICTURE Wll NOKOMIS, FL 34274 Vuibly Better 6Y1i1 b0et — PW-701 HA(_ 9 d 12 IMPACT 4259-4 0 compiling with oR figrma Ruiding cw A ... pt"" N. ff-lll? - IV Etpintlnn � Date mi S Mhm J� rol�Dds' DMd"u ascomplyingnublb"RFwids . RaJOWgAt allo - 06 � o Plodalt Qoattol Y C � / obe CIeB, P.E. PE M712 Structural 131" DIA. x 2 1/2" Is AT CORN AND 5" 1 1/4" MAX. SHIM 1 3/8" MIN. ®EMBEDMENT WOOD BUCK OR FRAMING —r INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) 1 /4" MAX. SHIM SEE NOTE 1 FOR Q• EMBEDMENT® ® 3.5 KSI MIN, CONCRETE FLANGED DETAIL D (SILL ONLY) WOOD ANCHOR (SEE NOTE 2) INTEGRAL FIN DETAIL B SEE NOTE 1 FOR ':- ® EMBEDMENT: 1/4" MAX. SHIM T 1 3/8" MIN. ® EMBEDMENT03 35 WOOD BUCK (SEE NOTE 3) FLANGED DETAIL C (S CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. f SHIM T 1x WOOD BUCK r (SEE NOTE 3) L 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU WOODANCHOR (SEE NOTE 2) r1 /4" MAX. 1 SHIM T 2x WOOD BUCK (SEE NOTE 3) PRODlil:1 ttl,mb%, LD as—plyiog with the Plotida Duiding Cade A"!pwm No ak—I 1 .I6 Expire ti"a Date 9J 1q l ' `4 By. SIA� c. A, Miami Dade ��- Dhhlon NOTES: ® DPD4kftw 1. R CONCRETE APPLICATIONS - ,USE ONLY MIAMI—DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" Braiding Coda MIN., 5/16" ELCO TAPCONS EMBEDDED 13/4" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 13/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE 9 EDGE IS 13/4" MIN. 4F1)�1s\e ^0061-0 2. FOR WOOD APPLICATIONS USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063—T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. J0707EOHNOLOOYOPoVE NOK17MIS, FL 34275 ANCHORAGE —HEAD, SILL AND JAMBS PICTURE WINDOW, r.o�� r F.K t 4/4iD7 B REVlSE AND UPDATEANCHORAGEPERCURRENT FBC " ' f..�—ALUMINUM F.K 12JI5103 A CHANGE NOTE 1 AND FASTENER SPACING P.O. B9X 1528 NOKOMIS, FL 34274 IMPACT L Clark, P.E. PE #39712 D—Br F.K. M.. 7114103 U;R. ay rep,; W51bly Better ameena me PW-701 ama NTS ant lU p 12 '"a"b' 42594 B"' B S�� TABLE 3. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WINDOW"Y" DIMENSION WIND. k 15.0" 20.0" 25.0" 28.5" 30.0' 34.0" 39.5" 45.0' 46.5" 48.0" "k'1.,2.,4. 1.,2.,4. 1.,2.,4, 1.,2.,4. 1.,2.,4. 1. 2. 1 4. 1. 1 2. 4. 1. 1 2. 1 4. 1. 1 2. 1 4. 1 . 2. 4. DIM. X Y X Y X Y X Y X Y XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY 49.0" O.C. m `� m " o m c� �V �0 M C m to m m m r r m to r m m m m f0 m m m m r m r m m r m 53 N m` m N m tl ry m cn N m M ry N r N r N r ry r N r N r 54.5" Q.C. Ep m r4 m N O m 0 �1 r m w r m to O m N m r tf r r r m N r m b m M m lq t0 t� m 1!1 m m m r `- m r r co \ry r `- m Y� N r m� tq N m N m tq N r m tt� N r m N N o r n o o r N r o r a0 0 r o r o r o r o r m 0 r m 0 m 0 r o 0 r o r r r o r r o r r r r o r o r o r '- 60.0' Q.C. N IF N r .N r m r r r 10 m-� m t0 m m m r r N r r m 1[ r r m uJ N r N •- N m tj7 N r m N N r N N r m In N r t` N m m 0 m m m m ^ m T m m V '`' v 10 65.5" O.C. M r M O M r M r M m C�' r M r r r M r r M t'n M cn t") to r r 1V M r r t'1 r M M urrTi ry M ry N O n O O N O m O O O O 0 r m O r m O r m m O o m r r O r r m. r 71.0" Q.C. m m l�rl O 1�2mN r ` m t� r C7 r th r m r m m t0 m m m m m � m n r a`D n r� N m n N t0 n Nr 1�2 m Nrm'a,mm mmra'�mmr `� t�i o M m ` r'S to tTi t� a m v to m v t� m ,r v M � y. ` R N� N a V A .p 76.5" Q.C. r m r r r r m r r r c% , r N N r N m r m r m 82.0" Q.C. m Z: N m O t0 N r m m m m m ; m r O m i., m Z:: m z: Or m M "f M r r m r O^ Q M N .� m N ` r mz N NZ m N M N m m m co m m t� t0 O r m h m r f r m t� O m m m t0 N m m m m m r r r N 87.5" Q.C. N N N N r N m r r n f7 M 1� r r r eM n n r t� IN r N r r m O N O m' m N r m o m m O O m 93.0" Q.C. m to N n a` N O m N m N �. m tCJ m m m r Nto r m �mt+I m m m tnrt�mr m m m =mrm m N m` '-mrrNrNmN N m r r O rn m O r m r r m O Q.C.N ry = r N ` N m ` r r 4:1*1 mm mNmmN M rt�t� " m f7 mN n rr NN m=96.0" n rN O rm c�ry mrm O m m o r m m r r O r r m m r 0 m r NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: nYa MAX. ON -CENTER (O.C.) "X' AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 81/2" FROM CORNERS J- 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: I "X" DIM. ----� FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE. NOT EXCEEDING 81/2" FROM ANY CORNER. NOKOMIS. FL 34275 P.O. SOX 1M I ALUMINUM PICTURE WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Better W . a°""- N1 4259-3 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON PRODUCT RENEWED ca®plying aIfh the Flarlda Buldlag Gale Acceptaaee Nob � )I'�•IQ pl Dare 21t9t,., Iq a a T Mlatai.0a6, Dhisim OUR ro WDUCf RHVISM Dscumppbiojwk►the W%l ARfpHlate NO gcode Ilan =p9 DY de Pmdacl CmIlW Robert L. Clark, P.E. PE i139712 SWrAtrel TABLE 4. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WINDOW "Y" DIMENSION WIND. 15.0" 20.0' 25.0" 28.5" 30.0" 34.0" 39.5" 45.0" 46.5" 48.0" "X' ya ¢ F 3.,4.,5 3.,4.,5 4.,5. 3. 4.,5. 3. 4.,5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. DIM. X Y X I Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0" O.C.cZ' CO N m m N W W ` r 'r e�i r off' W r W M r W io W eD W cT7 N no i+5 N r W CO W N n W < n 54.5° Q.C. m "' N W '° o m u� N W iq N W �. m rn .,r N rn W t m N m u� r W in N W CO �n m m m e0 � m i6 W iB ep eD ,� m c N m u� N eO a m v`� N m 53 N O h O O W O O m O m m O m O o m W o m o a, n m 0 O n cp 0 O n n 0 O 60.0' O.C. N N O n N u7 N r I17 0) N 0) W N N W m N� N n h W W N W Co Go W W 0W W to W m M W h W O.C. ho m A 0) C c m - o cVt65.5" c�� N n o tO p o W o o o o o .0o o m o o n o 0 m m n n m rn 01 W W W 71,0" Q.C. _ m N m e m n .r r r W V W r r r �` W c� W c� W a .' m r r r2 at 00 0 m r N N W W h W W N W m W W m .m- h 01 W W O) CO W 0 W m 0! W h 0) 76.5" Q.C. mN V o% N mO c?i iO r r cZ r N N o r n o r o r W o r r rn m o ao W o r W o r o r h W o r m o r o W m o� o r W W O] r o r r W n rn o r 82.0" O.C. W W ` a O W W W IO m W W W W W ` 7 W h W N m m m m h W W W CO m W W m W h m 87.5° O.C. W �[ ` r W N O W ` r W tC1 N r ` r W lfJ .e. r W m t� W m N m n W ^ W m N W W d. W m lil W eD �j W N m iB Q W r W N CO N N O n m m a, rn W n O CMW Q) O W N W in W m n W N W W n 0 m h r= W N 93.0" O.C. CON p m- u� o?u'i m N W N ` m d. m m eD w W .y. W W m W ` W W ` m N ` m n o W W W W n W W O W W co 00 m m W n 96.0" O.C. ` c3 IGO �Z! N W n r r n W W r �i r� W "p W W W e= N_ N co d. W Cq Cq Cq h Ol W r W m m co n W Cn W M W 0I W W W h W NOTES: T 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: „Y MAX. ON -CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 8 1/2" FROM CORNERS L 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: I "X" DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. 414107 1 8 INEWSHEET NOKOMIS, FL 34275 Tar P.O.SOx1529 ALUMINUM PICTUREWINDOW, IMPACT .m•: r mmn o".: - -- - NOKOMIS, FL 34274 visibly Becter """ •� eijp" 7114/O.9 I PW-701 NTS 12 d 12 4259-3 %NCHOR TYPES: I. #12 STEEL SCREW (G5) ?. #14 STEEL SCREW (G5) i. 1/4" ELCO TAPCON t. 1/4' ELCO SS4 CRETEFLEX i. 5/16" ELCO TAPCON PRODUCT RENt:%VED "Complying wlm mr Nodal, BPAAIog Cole Ataptaote Now&-l\ 12. ID E.ptr.dw D.le +1y By, t 111ww an1 Central DMkim PRODUCT REVISED n, complying whh the Florida Daldlog Coda Aaepawce No Date 4.Qo9 Dy MraUdde Pndaet Coruna mac_ Ro L. Clack P.E. PE #39712 Structural Florida Building Code Online Page of 2 3� ` BCIS Home tog In User Registration Hot Topics Submit Surcharge Stats &'Facts Publications FBC Staff BCIS Site Map Links E - 2.111 Product Approval cia USER:Publ(cUser Product Approval Menu > Product or Application Search > Application List > Application Detall FL # FL11480 Application Type New Code Version 2007 i r: Application Status Approved t i'3 Comments > 4� "•� Archived Product Manufacturer Solatube International, Inc Address/Phone/Email 2210 Oak Ridge Way Vista, CA 92081 (760) 477-9437 dstate@solatube.com Authorized Signature Dan State dstate@solattibe.com Technical Representative DAN STATE Address/Phone/Email 2210 OAK RIDGE WAY VISTA, CA 920Q1 (760)477-9437 dstate@solatube.com Quality Assurance Representative Address/Phone/Email Category Sky Lights Subcategory Skylight Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Evaluation Report from a Florida Registered Architect or a Licensec Florida Professional Engineer r Evaluation Report - Hardcopy Received Douglas J. McDougall PE-28392 Keystone Certifications, Inc. 05/30/2018 Rene J.Quiroga, PE r Validation Checklist - Hardcopy Received FL11480 RO COI 1150 21 inch.pdf FL11480 RO COI 1151 10-14 inch.pdf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D635 2006 ASTM D638 2003 ASTM G155 2000 TAS 201 1994 TAS 202 1994 http://floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDgv8JygqZ9 WuEGn%2... 7/20/2011 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products TAS 203 Florida Licensed Professional Engineer or Architect FL11480 RO Eouiv D635 eauiv.pdf FL11480 RO Eouiv G155.pdf Method 1 Option D 10/10/2008 10/13/2008 10/28/2008 12/10/2008 1994 FL # IModel, Number or Name IDescription 11480.1 10" Dome 10" 160 (DS) Dome Tubular Daylight Device Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11480 RO II SOLA0004 10-14 inch.Odf Approved for use outside HVHZ: Yes Verified By: Douglas J. McDougall 28392 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +70/-70 Evaluation Reports Other: FL11480 RO AE 1151 10-14 inch.odf Created by Independent Third Party: No 11480.2 14" Dome 14" 290 (DS) Dome Tubular Daylight Device Limits of Use Installation Instructions Approved for use in:HVHZ: Yes FL11480 RO II SOLA0004 10-14 inch.pdf Approved for use outside HVHZ: Yes Verified By: Doulgas J. McDougall 28392 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +70/-70 Evaluation Reports j Other: FL11480 RO AE 1151 10-14 inch.pdf Created by Independent Third Party: No 11480.3 21" Dome 21" 750 (DS) Dome Tubular Daylight Device i Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11480 RO II SOLA0005 21 inch.pdf 28392 Approved for use outside HVHZ: Yes Verified By: Douglas J. McDougall Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +70/-70 Evaluation Reports Other: FL11480 RO AE 1150 21 inch.pdf Created by Independent Third Party: No Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: l— http://floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuEGn`/o2... 7/20/2011 SOOLAT.UBE INTERNATIONAL IMPACT 10" 160 (DS) & 14"290 (DS) TUBULAR DA�YLIGST DEVICE INSTALLATION ANCHORAGE DETAILS NOTES: 1. THE PRODUCTANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 2007 FLORIDA BUILING CODE (FBC) REQUIREMENTS, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURES STATED HEREIN. 2. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OF RECORD. 3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED ARCHITECTURAL TESTING TEST REPORT #ATR5320.01-301-18 DATED 00AMM AND ASSOCIATED LABORATORY STAMPED DRAWINGS. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO THE STANDARDS LISTED IN THE 2007 FLORIDA BUILDING CODE (FBC)AND IS APPROVED FOR USE WHERE LARGE MISSILE IMPACT RESISTANCE IS REQUIRED. .. 1 NO -PITCH FLASHING TURRET EXTENSION FOR FLASHING FASTENERS TURRET EXTENSION APPLICATION SHOWN WITH PITCHED FLASHING 4. WHERE APPLICABLE, POSITIVE DESIGN PRESSURES ARE CAPPED ® 70.0 PSF, DUE TO A 10.5 PSF WATER TEST PRESSURE CAPACITY. S. WOOD FRAME SUBSTRATE, USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1R' INTO WOOD FRAMING. 8. DOME MATERIAL? INNER DOME -ACRYLIC BYARKEMA OUTER DOME -ACRYLIC BY CYRO TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 — GENERAL NOTES, ELEVATIONS AND ANCHOR LAYOUTS 2 INSTALLATION DETAILS AND BILL OF MATERIALS CURB FLASHING 3 —=TYP. 2D' 20" 2TTIP. Y al 0 of #10 INSTALLATION SCREW, TYP. 3 1011 #160 DS SOLATUBE FLASHING a o li PLAN S2 , y W , � 25.3"TYP. I— 010 INSTALLATION SCREW, TYP. 14'I #196 DS SOLATUBE FLASHING PLAN DESIGN PMSURE RATING (PM IMPACT RATING WATER INFILTRATION WHERE WATER INFILTRATION UNIT TEST IS REQUIRED TEST TESTIS NOT REQUIRED LARGE MISSLE IMPACT 10'814'SOLATUBE t70.0 l70A 1 /Y 1/2' G ITEM NO. OTY. DESCRIPTION 1 4 DOME RING SPACER 2 1 INNER DOME10' 14' USED ONLY IN HVHZ 3 1 FLASHING PITCHED 4 4 TOP TUBE CUP 5 1 LIGHT TREACKER REFLECTOR 6 1 CEILING RING 10'/ 14" 7 1 TUBE TOP ELBOW 8 1 TUBE 10' 14' EXTENSION 9 1 TUBE 10' 14' BOTTOM ELBOW ' 10 4 FLAG 11 1 DRESS RING 1o'/ 14' 12 1 DUAL GLAZED DIFFUSER 10' 14' 13 1 DIFFUSER PANEL 14 1 SEAL EXPANSION JOINT 15 4 SCREW 08 X 1' MOD TR HD 16 3 SCREW #a X 3/8' FLAT SLOT 17 10 WOOD SCREW WITH 1 1/2' MIN EMBED. PH 18, 1 DOME RING 10'/ 14' 19 1 DOME 1014' DR 101 20 SCREW #2 x 1.5" SMS PHIL PAN AS THREAD 21 1 DOME EDGE PROTECTION BAND 10"/ 14' CEILING RING ASSEMBLY DOME ASSEMBLY DETAIL B DETAIL A CAP SHEET (OPTIONAL.) M70 wooD SCREW OPHILUPS TH. 17 (8 TOTAL) PLYWOOD SEALANT . (FOR USE WRH FIRE RATED ROOFS) BUILT-UP _ ____ ------------- ROOFING_ _ _ _ ___ ROOF RAFTER —� 3/4' MIN ._ EDGE DIST. SECTION A - A 1 1/2' MIN. �EA1BEDMENT 24" ROOF FRAME FRAME 20" 1 SUPPORT FRAME 20" FASTENER SPACING FRAMING DETAM 10" I 24" r ROOF —FRAME SPACING FRAMING DETAIL 14" 7� m � o• m� w� o� °d N 0 IMIN a :i Q U, V }� Q. ::l m N Wm QZm mN Z QU W� NS CD a � gcn �IL T6 1 aaa w � A 1 Z2 ' MIAMFD=ADE MIAMI-DADE COUNTY, FLORIDA a METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 5SCOPE:�`` This NOA is being issued under the applicable rules and regulations governing. e1�0 -'con�struot on at'rials. 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 (n 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 "SGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002, titled "Series 770 Alum SGD-LMr,, sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Limitation: 1. See table 1, 2 & 3, sheets 7, 8 &. 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in. its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its'distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMFDADE COUNTY NOA No. 09-0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0002, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL- 6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. 2. Glazing complies with ASTME-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 De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours, for "DuPont Butacite ® PVB", expiring on 12/11/2010 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08-19-09, signed by Robert J. Amoruso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. l4 �e-I 1. L�%� shaq I. Chanda, P.E. Product Control Examiner NOA No. 09-0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 E-1 UtNtKAL NU I t5: StKIt5 !/U LMI SLIUIN(j GLASS UUUK DESIGN PRESSURE CHART I. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASSSTRENGTHS- T=TEMPERED HS =HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT 13UTACITE PVB G3 - 7116" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. SHEETS 7,8 & 9 G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4A - 9116" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. G5 - 1" LAMINATED I.G. 3/16" T EXT. CAP +3/8' AIR SPACE + 7116" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6 - 1" LAMINATED I.G. 3/16" T EXT. CAP + 318' AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G5A - 1" LAMINATED I.G. 1/4' T EXT. CAP + 511 6'AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6A- 1" LAMINATED I.G. 1/4" T EXT. CAP + 5116' AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16 HS GLASS WITH AN .090 SGP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6.REFERENCES; TEST REPORTS FTL-5980, FTL-5993, FTL-6001,'FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 AND FTL-6036, DATED 8/7/09. ELCO TEXTRON NOA: 07-0425.01, 03-0225.05, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH -EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9, CONFIGURATIONSI SEE OP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH = PANEL WIDTH -7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5), 1/4" ELCO SS4 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete Screw Anchorage Minimum Pmbedmem and Minimum rage Distance Requlremema Head and SIII Jamb. Concrete Un-Grouted CMU Grouted CMU Type Die. Min. Emb. Min. Ed Min. Emb. Min. Ed Min. Emb. Mln. Ed Oco Ultracon 114" 1 3/8 1 2 1/2 1 114 2 1/2 1 3/4 2 1/2 6/16" 1 314 1 1 1/ 11 114 1 9116 1 314 2 W Eico Creta-Flex SS4 11. 1 314 2 1/2 1 114 2 112 Net Recommended P41ook(Anchor Tendon) P41oaIt Mounting Adapter (Anchor Shear) Concrete Grouted CMU Concrete Grouted CMU Type Dia. Min. b.1 Min. Ed Mln. Emb. in M. Ed Min. Emb. Min. Ed Min. Bab. Min. Ed Elco Ultracon 114" 1 314 2 12 1 3/4 2 112 1 1 3/4 1 2 112 Oco Cmte.Fiex SS4 1 114- 1 3/4 1 2 112 1 Not Recommended 1 1 314 1 2 112 Not Recommended Concrete Strength Requirements Type Dia, fc' Mco Ultracon 114" 2700 psi 6/16" 3500 Psi Oco Crete -Flex SS4 IM" 1 3350 psi Definitions: Emb. = Embedment Ed= Edge Distance Min. = Minlmum - CONCRETE SCREWS STRENGTHS: Fy MIN, = 135 KSI Fu MIN. =177 KSl Masonry Strength Requirements Ungrounted CMU ASTM C-90 ASTM C-90 with grout conforming Created CMU to SwIlorie 2105.2.2.1.2 and R609 of the FBC. NOA DRAWING MAP SHEET GENERAL NOTES.............1 QUALIFIED CONFIG.......... 2-4 GLAZING DETAILS............ 5-6 ANCHORAGE .....................7-15 DESIGN PRESSURES 7-9 ELEVATIONS ..................... 15-16 CONFIGURATIONS ........... 17 VERT. SECTIONS..............IS HORIZ. SECTIONS ............ 19-20 PARTS LIST ....................... 21 EXTRUSIONS .................... 22-23 Wood Screws (Head, Sill & Jambs) In. Ty a Mln. Emh M12: Ed IWood Screw 1 T 1" Elco Crete -Flex SS4 1 1 319' 1 1" UNLESS OTHERWISE NOTED APProrwt as MlVk b+E wilb the ll—d. OaM*3 Code Dote 4AA !7 Of0 I' M Oq.tl t7 Miami Dade Product Gnniial gDy iise% 1. Lk. t.A, SMC 01/O5/f01 RB PERMMM/DADE COMMENTS 107NOK0 /S,F1342Lo 51VEP�G- �.."..,�,...r�.,.„.�...,.�,-''�ii'�ONAl El' Ram SERIES 770 ALUMINUM SGD — LMI SMC 11HtT/08 A PER MIAM/DADE COMMENTS P.O. BOX 1628 „-__-_ sox: — o,"to— ers q�y„g1. a ay 1 NOKOMIS, FL 34271 RobertJ.Amortiso. P.E. namcm> SGD77g NT$ 1 23 PGT0002 B o=.�e�xe APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE, �r SHTS.7-9 SHTS.7-9 SHTS.7-9 c 0 1 SEE 4} } 'P I SEE P. f SEE P 9 TABLE s aix DP , I DP4+ T °' s s�°I TABLE Z�NI TABLE =a- SHTS. / r; SHTS. / ;; SHTS. s s 7i9 5 E> 15 S��i 7i9 8 �i 719 T 1 S TA SH 7 Xp E G X/�O/ , oX, )(X,CFF n P TARI F XXp DP SHTS.7-9 D N EE 1 1 O R 9 O P 1 TS + 1 ; -9 + + -j" - OXo, OXX, XXO, XXX oXXp, XXXp r-- R I i I I t 3 1 w�21Za y� �I �t I I X oXXO, XXXO, OXXX, XXXX, d-lyma-) 1 3 13 13 13 X)(XXp CORNER, TYP. POCK POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL. O SIGNIFIES INOPERABLE PANEL. 70 7ECNNOLOGYDRlVE NOXOMIS. FL=75 P.O. BOX 1529 NOKOMIS, FL 3427/ QUALIFIED CONFIGURATIONS rft SERIES 770 ALUM. SGD - LMI SGD770 s— NTS w.ernnrox 2 d 23 PGT0002 Appccr.. cs wraDhine ni+h Ct noriil !:&28 cede Date NR,e• lZA010 NOA# D -0 .•�T Mla®1 Dnde Kvlircl (:aafrol Dhylaq ` By 4 1 '� TE lF . W S�ONAIE��`�• Robert J. Amcruso, P.E. PE #49752 r S TP SI 1 CFF r) P TARI F SHTS. 7-9 — , v J 1 C D 3 13 EE 18 19 N BILE' / ,9 / 9 / / / P 1 Q R Sa T ITS. S T / / / -9 15 � oxxxo, xxxxo, oxxxx, MxM, E 13 XXXXXp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 S TA SF i CFF n P TARI F SHTS.7-9 , J 13 13 1 1 EE 18 BLE 9 / / 19 / / 19 / P , ITS. / / / / / / a R 1 -9 S S 4 , , 1 1 OMMO , xxxxxo , OM^M, X/XMM. K xxxxmp , APPROVED CONFIGURATIONS APpInYOt, 06 NmP,Yt'R wltQ om F [i an CeCa py� �EeRyiOR f f NOHiI�P ml.ml >k ernaud co*tfw SMC 01/05/10 B PER M/AMI DADE COMMENTS NOKOMIS. FL 34276 '•�py�����q►�• SM 11116109 A PER MIAMI DADE COMME14TS P.o. eox,: LJ SERIES 770 ALUM. SGD - tMI or.�mer. o.4M ar: NOKOMIS, FL 34V4 ® sertwsloae ear ewe w..wxa xw- Robert J. Amoroso, P.E. na SGOn0 NTS 3 0, 23 POT0002 B PE M752 APPROVED CONFIGURATIONS: S TA SF i Q= Il D TARI G SHTS.7-8 , J c D 13 13 13 13 -f�Ir- EE BILEa ITS. , 9 'an 1 1 19 M N 1 1 1 15 XXXXXXXp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 C1=F n P TARI P S TA Sh i IBM SHTS. 7-9 D 13 3 -��f- EE B ' p ITS. -9 / 1 / 19 9 / ' 4 , isle1 , OXXXXXxo, XXXXXXxo, OXXXXXXX, XXXXXXxx, `l\ XXXXXXXXp ro7o7EcwNoioarDRnE QUALIFIED CONFIGURATIONS ullmo B PERM6IMI24DECOMMENTS NOKOMIS, FUMUS T� g , SERIES 770.ALUM. SGD - LMI 1U1609 A PER NAMI DADECOMMEMS P.O. BOX 1528 U�2T am�f lay. L'�b: NOKOMIS, n M274 e7 sex+mt.�: save — °1aN�ft soD77B NTS 4 d 23 PGT0002 — X8 o�ol zayl Y�z�zI �;EWI t H I Approves! m comp 1',in with the FYnr� EtutJtzcude Dmfc�bRtlNR !. 20/O IuOAH Miaod Uode pmduu C;aolfal OF r,ttl Robert J. Amoruso, P.E. PE #49752 EXTERIOR @3116" HS GLASS EXTERIOR 204 3/16" HS GLASS .090 DBPVB .090 SGP 3/16" HS GLASSV 3/16" HS GLASSVG 7/16" NOM. 7/16" NOM. 82 82 M. M. S 80 80S 54 ( 54 7/16" LAMINATED GLASS TYPES G3 7/16" LAMINATED GLASS TYPES G4 EXTERIOR 203 1/4" HS GLASS .090 DBPVB 1/4" HS GLASS 9/16" NOM. EXTERIOR 205 1/4" HS GLASS M.M. SS N APProwd romavl°e`rlth Me lFlorid RofdRgl Code nA 20 r0 :NOA WVG -o avle 11od�t Con 9/16" LAMINATED GLASS TYPES G3A 9/16" LAMINATED GLASS TYPES G4A ��`o�� ?PMES?�o;�, Vr OF A-. e : 4U: Fwadey. wle RMNxc fO7NOKOMIS FL&275� P.O. Box f528 NOKOMIS, FL 34274 II II yj�^}� I — f\�\_`�(\/y��IJ,I7il III ® ar.�.. v✓�irv�.v SERIES 770 ALUMINUM SGD - LMI vim,, s��,v n�%J,G-.- `�erfr�NAvu���0 Robert J. Amomeo, P.E. �er. SMC D 11116109 x A PER MIAM/ DADE COMMENTS or."n W. w�.: a.m"ee ow: P°i0 �` NTS °^"'" °a""1mN' 5 d 23 — SMC oar w SGO770 PGT0002 A PE lI48752 EXTERIOR 83/16"HS GLASS 212 3/16" HS GLASS 0090 .090 DBPVB EXTERIOR SGP 3/16' HS GLASS 3/8" AIR SPACE 3/16' HS GLASS 74 3/8" AIR SPACEJVG 3/16" T GLASS 3/16" T GLASS 1" NOM. 83 7Q 1" NOM. 83 3/4' NOM. GLASS BITE 79 TRUSEAL DURASEAL SPACER —/ TRUSEAL DURASEAL SPACER --/ 1" LAMINATED I.G. TYPES G5 55 1" LAMINATED I.G. TYPES G6 55 EXTERIOR 21 1 3/16" HS GLASS a 3/16" HS GLASS .090 DBPVB EXTERIOR .090 SGP 3/16" HS GLASS--H 3/16" HS GLASS 5/16" AIR SPACE 74 5/16" AIR SPACE 74 1/4"•T GLASS 1/4" T GLASS 1" NOM. 1" NOM. 83 83 3/4" NOM. 3/4" NOM. Flores �fdi g Co �g �ly4m dfsg Cale GLASS GLASS ec�3FeeaaRy +> _� NOAfl o4-og •79 BITE 79 BITE AL,mI Dc� Pnodut Cauaol °n7 k�. � . G��(, TRUSEAL DURASEAL SPACER --/ TRUSEAL DURASEAL SPACER —/ 1" LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES G6A 55 `1bP" * OF :,W, er m7oiOKO iaFL3427s'� SERIES 770 ALUMINUM SGD - LMI SMC 11116M A PER MIAMI DADE COMMENTS P.O.60X IM NOKOM9•FL 34274 ® Robert J. Amoruso• P.E. D—W. Dm- CAm Br O"Or. e.wr 4 eair em"t w.rpnra n.s SMC 0&VsW R.14 SOD779 NTS 6 a 23 PGT0002 A PE949752 90. DESIGN PRESSURE AND ANCHORAGE -UN -REINFORCED -STANDARD STILE -STANDARD ASTRAGAL TABLET. > HEAD & SILL (H&S) INTERLOCK STRAIGHT & OORNFR ASTRAGAL CLUSTER PLUS INTE2MEDIATEANCHOR CITY. PER PAN! H&S, >JAMBANCHORQTY. >RHOOKANCHORQTY. Anchor Types: G3 - 7/16' LAMINATED GLASS- (3/16" H.S. / PVB / We' HS.) 1) -1/4" B.00 ULTRACON (FORMERLY TAPOON GSA - 9/19' LAMINATED GLASS - (114" HS. / PVB / IN' H.S.) 2) "114" SS4 CRETSFLD( G5-7116"LAMINATED LG.U-(3118" TEMP. IAIR /3/1G'H.S./PVB 13116"HS.) 3)-5/16"ULTRACON G5A - 7/16" LAMINATED I.G.U. - (1/4" TEMP. /AIR/ 3116" H.S. I PVB 13116" H.S.) 4) '#12 STEEL SCREW (G5) ' SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 NOR PANEL FRAME Z O O 6 O O Z O O ZO Z p O zO ❑ 8 Z O O z p O 3 WIDTH SIDE 0 � 0 3 cOi N 1- p (V N 1 •p (N N .T N N - M O N GLASS TYPE -3, 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 2 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 24 -2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 5 5 5 5 • 5 5 5 5 GLASS TYPE - 3, 3A, 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60. -60.0 E H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 30 u JAMB 10 10 10 10 10 10 10 10 10 10 10 10 -2 P-HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 w H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 36 t' JAMB 10 10 10 10 10 10 10 10 10 10 10 10 d P-HOOK 5 5• 5 5 5 5 5 5 5 5 5 6 GLASS TYPE-3, 3A, 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 d` P-HOOK 5 5 5 5 5 5 1 6 6 6 6 6 6 GLASS TYPE -3. 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 48 JAMB 10 10 10 10 10 10 1 10 10 10 10 10 d� P-HOOK 5 5 5 6 6 6 6 6 6 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 1/4 SILL. 2: WHEN USING THE 2 1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3.4", 31/4" AND 2 1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY . BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAYBE USED WHEN THE DOOR IS PROTECTED 6Y AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O= EXAMPLE ON SHEET 10 TABLE 1A SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH 1-1/2" WA LOW 2-1/2" +46.67PSF MID 3-1/4" +60.0PSF HIGH 4" +60.0 PSF SEE NOTES 1-3 P.O. HOX 1529 NOKOMIS,, FL 34274 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= NOM. PANEL HEIGHT- 8.25" 90' OUTSIDE CORNER SERIES 770 90" INSIDE CORNER rOH LENGTH I F OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 0I OR GREATER 0 SEE NOTE 3 II Wl /e t snn _ l mi SOD770 NTS1 7 e 23 PGT O02 Approved as ccmpLvin wStb too FlerMs Baldin Code gate G6-yRR 1 ,$D/9 N(M# D b L• O mmw Diode Prbftd cdould Robert J. Amoroso, P.E. PE #49752 DESIGN PRESSURE AND ANCHORAGE -UN-REIN FORCED -HEAVY DUTYSTILE -STANDARD ASTRAGAL TABLE 2. > HEAD& SLL(WS) MEFiOIX & STRAGHT& CORNER ASTRAGAL QISTER FLLB MER+E3ATEAN}I0RQTY. FER PANE- H & S, >JANBAN } RQN. >RHOOKANCHORQTY. Arwhor Types: G4- 7/16" UINMT® GLASS. (3/18' HS. / SGP/3116' HS) 1) 'lW ELCD IA.TPACON (FOfMMY TARX)J G4A-911(' LANMT®GLASS- (lM HS / SGP/ 1/P HS.) 2) 'IW SS4 QEMFLEK GB- 7119- LAMWTTD LG.U. - (3/19' TB,P.IAIR/ 3116' HS. / SGP/ 3/16' HSJ 3) '5718' LuMCON GBA-7/1('IAIANATB7 LG.U-(1/4'MP. /ARIW6'HS./SGP/3/16'HS.) 4) V12 STEEL SCR_1111(GS) ' SEEA=ORAGE NOTES 1 & 2 ON SWEET 1. U NIT HEIGHT ' 80 1 84 90 98 1 1 102 1 108 1 114 120 U U ❑ U ❑ U ❑ U O U Q❑p U q❑p U ❑ NOM PANEL FRAME 5 3 U v S v O 0 WIDTH SIDE U U U U U U 5 3 U s 5 U $ N y N p N y N Q N Q N N p N p GLASS TYPE -4, 4A, 6, 6A 60.0 -60.0 60.0 -60.0 SOD .60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 E H&S C4+1 C4+1 C6+2 C4+1 C4+1 CS+2 C4+1 C4+1 C6+2 C4+1 04+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 G4+1 C6+2 24 E JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 d P-HOOK 5 5 5 5 5 5 6 5 5 5 5 5 6 B 6 6 6 6 B 6 6 6 6 6 GLASS TYPE - 4, 4A 6, 8A 60.0 -60.0 60.0 -60.0 80.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 H8S C4+1 C4+1 CB*2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 a+_l C6+2 C4+1 C4+1 C6+2 30 }t JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 i P-NOOK 5 5 5 5 5 5 5 5 5 5 5 5- 8 6 6 6 6 6 6 6 6 6 8 6 GLASSTYPE-4,4A,S,BA 60.0 -60.0 60.0 -60.0 60.0 .60.0 60.0 -60.0 60.0 .60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 H&S C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C0+2 C4+1 C4+1 C6+2 C4+1 C4+1 CS+2 C4+1 C4+1 C4+1 C6+2 36 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 d P-HOOK 5 5 5 5 5 5 5 5 5 5 5 8 6 6 6 6 6 8 7 7 7 7 GLASS TYPE - 4, 4A 6, 6A 60.0 -60.0 60.0 -80.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.060.0 -60.0 H&S C40 C4+1 C6+2 G4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 CB+2 C4+1 j62 C4+1 C4+1 C6+2 42 gy JAMB 10 10 10 10 10 10 10 10 10 10 10 10 L. 12 12 t2 12 12 t2 12 12 12 12 a P-HOOK 5 5 5 5 5 5 6 6 6 6 6 6 6 7 7 7 7 7 8 8 8 GLASS TYPE - 4, 4A, 6, 6A 60.0 -60.0 60.0 .60.0 60.0 -60.0 60.0 .60.0 60.0 -60.0 60.0 -60.0 60.060.0 -60.0 H&S C4+1 C4+1 C6+2 C4+1 C4+1 06+2 C4+1 C4+1 CB+2 C4+1 04+1 CB+2 C4+1 C4+7 CB+2 C4+1 C4+1 C6+2 C14 4+1 C6+2 48 JAMB 10 10 10 10 10 10 10 10 10 10 70 10 12 12 12 12 12 12 12 12 12 #12 12 12 P-HOOK 5 5 5 8 8 8 8 6 6 7 7 7 7 7 7 8 8 8 8 8 8 9 9 GLASSTYPE - 4, 4A, 6, 6A 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 g H&S C4+2 C4+2 C5+2 C4+2 C4+2 C5+2 C4+2 C4+2 CS+2 C4+2 04+2 C5+2 54 S JAMB 10 10 10 10 10 10 10 10 10 10 10 10 6 s 6 s s s s s 7 7 7 7 i P-HOOK PANELS OVER 48" WIDE NOT AVAILABLE OVER 96"HIGH GLASS TYPE - 4,4A, 6, BA 1 60.0 -so.o 60.0 -so.o 600 -so.o -so.o H&8 C4+2 C4+2 C5+2 C4+2 04+2 C5+2 C4+2 C4+2 C5+ C4+2 C4+2 C5+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 O P-HOOK 6 e 6 6 6 6 7 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A, 3. 2 112", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O= EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH - 1-12'WA LOW -2-1/T +40.67 PSF NED - 3-114' + 60.0 PSF HIGH-4" +60.0PSF SEE NOTES 1-3 STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90' INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" OH LENGTH OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUALT01 1 OOI OR GREATER SEE NOTE 3 App-ld�wSWMPIYW�9 T�4oMlD LA l�meeie 46NOA4y 2 . . MLami Dag fmftd trot a, 9tlx f0707ECliNOLOOYDRIVE DPANDANCHORAGE y.,cs;':oA!`:•.G`�.' SMC 91N&YO a PERMbL18 DADE COM E= NOKOMI$FL 34P75 T� ''I,S'ONAN��`` �+BX D � SERIES 770ALUMINUM SGD - LMI "'Ountu0` SMC If/mw A PER MLW DADECOMMENTS a.r+me mr• s e ov+nara, % �"""gr SMC °ice OB/D. 9 ae�.e °� ��/1 4 ® SOD770 NTS 8 23 PGT0002 B Robert J.Amoruso, P.E. PE#49762 DESIGN PRESSURE AND ANCHORAGE -UN-RENFORCED-HEAVY DUTY STILE -HEAVY DUTYASTRAGAL TABLES. > HEAD & SILL (H&S) INTERLOCK. STRAIGHT& CORNER ASTRAGAL a- STER PLUS INTEF4vEDATE ANCHOR QTY. PER PANS. H & S, >JAM9ANCHORQ7Y. AxHOOKANCHORQTY. Anchor TYPO:: G4-7/16-LANMTED GLASS -(3116'H.S./SGP13116'RS) 1) '1/4"EL OLLTRACON(FORMITLYTAPCON) G4A - 9/16- LAMNAT® GLASS - (1/4' H.S. /SGP/ 1/4' RS.) 2) •1/4' SS4 CF?ETERER G6-7/16'LAL"MMI.G.U.-(3M6-TOW. /AIR/3/16'HS./SGP/3/16-H.S.) 3)'5/16'LLTRACON G6A-7/16'LAMIWTEDI.G.U.-(1/4'TENP./AR/3/16'H.S./SGP/3/16'HS.) 4) V12STEELSCF8N(G5) ' Si£ ANCHORAGE NOTES 1 & 2 ON SFEEr 1. UNITHEIGHT 80 84 80 96 U Z �y C U a �y Z �y 0 L) 0NOM.PANEL FRAME U p Z U Z O 0 z0 WIDTH SIDE U cOi u v N r V 14 N r y ey N r V Cj N •- GLASS TYPE- 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 80.0 -90A H&S C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 24 Er JAMB 10 10 10 10 10 10 10 10 10 10 10 10 d` P-HOOK 5 5 5 5 6 5 5 5' 6 6 6 6 GLASS TYPE - 4, 4A 6, 6A 90.0 -90.0 90.0 - -90.0 90.0 -90.0 90.0 -90.0 H&S C6+2 C6+2 CS+2 C6+2 C6+2 06+2 C6+2 CB+2 C6+2 CB+2 C6+2 C6+2 30 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 6 6 8 6 6 1 6 7 .7 7 7 GLASS TYPE- 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 r H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 06+2 C8+2 C6+2 06+2 C6+2 10 10 10 10 10 10 10 10 10 10 10 10 36 JAMB d` P-HOOK 6 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE - 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 H&S C6+2 C6+2 06+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 42µ JAMB 10 10 10 10 10 10 10 10 10 10 10 10 a P-HOOK 7 7 7 7 7 8 8 8 6 9 9 9 GLASS TYPE-4, 4A 6, 6A 90.0 .90.0 90.0 -90.0 90.0 .90.0 90.0 -90.0 H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 8 B 8 8 9 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE PRESSURES 15 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A 3, 2 1/2", 319% AND 4- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4, SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 90' OUTSIDE CORNER TABLE 3A SILL HT. \ S POS. DP SILL RSE HEIGHT (+) DESIGN LOAD FLUSH-1-117 WA LOW - 2-1/2" + 46.67 PSF MED-3-1/4" +60.0 PSF HIGH - 4" + 90.0 PSF SEE NOTES 1-3 90' INSIDE CORNER OH LENGTH 4 OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 0I OR GREATER Lic SEE NOTE 3 IOM. PANEL WIDTH-7" NOM. PANEL HEIGHT - 8.25' Approved es eooPWRII With ft ➢WWe Guid a Carlo L Mimi -D asEaelDade dett4Cra14di Dh � Jt H Dy lJ.. I OF s onae anaac t07a7ECNNOLOGYDRNE UJ ANUAN(:HUKA(it sMc nlAivrO B PER MUM OAOECOMMENni NWrOM19 FLS(276 SERIES 770 ALUMINUM SGD - LMl SMC fi/1899 A PERMLIMIOADECOMMENni P.a BOX 152E nrsxn w n o , off: NOKOMIS, FL 34274 ® ftea1' smic $ieie b""�'�' �°' Robarl J. Amaruso, P.E. SGD770 NTS 9 123 PGT0002 B PE#49762 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4" ELCO ULTRACON (FORMERLY TAPCON) 2) 1/4" ELCO SS4 CRETE-FLEX 3) 5/18" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3. SHTS. 7-9: HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90 -CORNER ON SHT. 11-12. JAMBS & P-HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. - — - — — ANCHORS PER PANEL" ARE 8" MAX. INTERLOCK ASTRAGAL INTERIOR 8" M X] THOSE AT THE HEAD (AND SILL 3'SX CENTERLINE SEE CLUSTER DET., SHT.11 CENTERLINE F- - — - — - — - — - — - 8• MAX I BETWEEN CLUSTERS OR THOSE TYP IBETWEEN A CLUSTER AND A ° 4.051° FRAME JAMB OR P-HOCk 2.04" 4.051" 3.5° 3.5" 24" MAX. O.C. EXAMPLE OXX ANCHORAGE PLAN: C4+ 2 HEAD & PA SILL ANCHORAGE (3 NEL 2-TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL PANEL, 48" X 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE - - - EXTERIOR - - 24" MAX. O.C. EXTERIOR WIWI? SEE CLUSTER. / DETAILS, SHT. 11 6°1 SEE NOTE r 3.5" TYP. _ BELOW FT(7) P-HOOK I 14" ANCHORS c CENTERLINE j 1 6"I C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP. JAMB CLUSTER DETAIL BELOW 2 1 I C4 2 C4 2 C4 2 1 I x x x x x L _ AAX �• • 10°MAX. • 3" MAX, % x = FRAME x 21 o AX ANCHORS % MAX. • • = P-HOOK • s ANCHORS • s 3" MAX. x • AA). 10" MAX. • X X %x %x %x x x %X " x 6' M, I x q X24° MAX. O.0 t -�I 8° MAX., TYP' L--- 9.0I° CORNER V. (10) . " ANCHORS D.C. PERJAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING 4X. 3.5" TYP. - EXAMPLE OX-900 OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1' & 2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS, INTERLOCK CENTERLINE SHT.11 8"MAX' I � 14.051" 0 0 0 �\ MIN. ' \ ILLi O:C. 0 0 3.5" 2.04" FOR DETAILS NOTE: SEE DETAILS S &TON SHEET 14 &DETAILS . TYPICAL JAMB CLUSTER SEE CLUSTER DETAILS, SHT. 12 M. N.O. P, o & R MM & NN ON SHEET 15 FOR P-HOOK ANCHORS 1070 iECHNOLOGYDAIYE ANCHORAGE SPACING & EXAMPLE PLANS v 8Nabn.. PER MWMI DADE COMMENTS NOKOMIS, FL 34275 SERIES 770 ALUMINUM SGD-LMI A PERMIAMIDADECOMMENTS P.O.80X 162E ®1iy By„ om"iroxs wr. snroeHy. NOKOMIS, FL 34274 SG.,70 NTS 1 10 d 23 PGT0002 9 Appiaedue=p$ 2v&h1W InatMa BWAIq code D00'911A.AAq 17 4010 NOA# D _ Mbml Dade Pr dM Caiard DH Dr N yt �- *Ili fE OF PE #49752 P.E. ASTRAGAL OR ----'-- ASTRAGAL OR INT' INTERLOCK i INT' INTERLOCK I — CENTERLINE i i CENTERLINE 3.5 I 1.75 G i 3.5 ! 4 51 - ! �} 2.040 1 i 2.040 1 1 I ---3.5 2-TRACK. ASTRAGAL / INTERLOCK 2-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 ANCHOR CLUSTER - C5 1..-.IN,TER_-,L.-OCK _,. INT. I CENTERLINES -+i 3.5 I I I I 4.07 I 5.369 INTERLOCK INT. CENTERLINE ANCHOR CLUSTER - C4 ANCHOR CLUSTER - C5 INTERLOCK INT. CENTERLINE I 3.5 4.046 2.040 5.368 I ;TRACK,ASTRAGAL/INTERLOCK ANCHOR CLUSTER - C5 1070TECHNOLOGYORMVE NOKOMJAFL 34 P.O. SOX 1529 NOKOMIS FL 34274 INT. CENTERLINE 1.75 2.040 ANCHOR CLUSTER - C6. A�fiRA�AL aFT-------------- I INTERLOCK CENTERLINES INT 7 I 3.5 I I I I j 4.049 I 2.04 I o I I L------------- --------------- INTERLOCK INT. CENTERLINE 3.5 2.0, —4.046 0 0 I TRACK, ASTRAGAi- INTERLOCK ANCHnP CI I IRTFR - CR 4NCHORAGE, EXAMPLE CLUSTERS ee SERIES 770 ALUMINUM SGD - LMI .rxro.t soar mr¢ mweHc SGO770 NTS 1 11 > 23 1 PGT0002 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. PgdkS�ddh"c— wh6� N m o b10 U � p� Robert J. Amoroso, PE PE #49752 r---------------- I INT. I I NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ° ALLOWED. ALL DIMENSIONS 2.04 INT. \ i I SHOWN ARE IN INCHES. 3.889 1 I I 11 I II EXT. 3.889 I i i EXT i 2.04 i 2-TRACK. 90° OUTSIDE CORNER SHOWN, 2-TRAERJRF INSIDE CORNER SHOWN, 2-TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) 2-TRACK, 90' OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 ANCHOR CLUSTER - 06 USED FOR C5 AND C6 r------------- — r--------------------------- INT. 3.5 2.04 ° I I INT.` �`. I I I I i � 3.889 I 1 I Approved re eompl, A WM lb 3.889 % Mr da BWdfag Cods l)wjrbA,00tZ!2 2010 ' I ° I i EXT. i Min i PndtKt 2.04 � top . t � _ EXT_---------- 3.5-----------_� I _________ —��� �_ 3-TRACK, 900 OUTSIDE CORNER SHOWN, 4-TRACK, 90' INSIDE CORNER SHOWN, 3-TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) 4-TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ++,++` �pMES q ANCHOR CLUSTERREQUIRED GB ANCHORREQUIRED AT ALL 3-TRACK CORNERS AT CORNERS ��+���`•�OENSE - aQ° 0 44 21 1 0 o.� &K k- a� 10707ECNNOLOGYDRIVE NOKOMIS,FLW76 RT. ANCHORAGE EXAMPLE CLUSTERS �,;Fs .. o R toP' ��'�•�; e, SMC w 01mwo bw.ar B P,ERMNMIDAOEOOMMENJS SERIES770ALUMINUMSGD-LMI ainaos aMa A PERMW411DADECOhfMEN78 PO.BOK,axs NDKOUA FL SQ74 Robert J. Amor°so, P.E. o—or. De - upob0 0mx m sM O&VWP ' So IVT3 12 d 29 PGT0002 B 2 1116" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 31 SHT. 1 SEE CHART, SHT. 1 ONCRETE 1" MIN. E.D. TYP. 1" MIN. 2 1/16" O.C. 2 1116" O.C. TYP. SEE CHART, SHT. 1 2 1/16" O.C. TYP E.D. TYP. TYP. .. . EXT. 11 EXT 3/8"MIN. —1 0 1 3/8" MIN. .`•' 4 (", ?.: ,',�f..'' : •:. :,:.{• • SEE CHART s f:. !' ... ^:.'{ .�'• ;''.•. ;}; ' 1 1/4" 1/4" EXT. o a0 MAX. MAX. 1/4" 1/4" SHIM HI SHIM MAX. MAX E O HT. WOOD ANCHOR TYP , S E ANCHOR NOTE 2, S 1 SHIM SHIM EXT• DETAIL A. 2-TRACK FRAME HEAD DETAIL B, 3-TRACK FRAME HEAD CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1; SHSEE CHART SHT. 1 T. 1 WOOD INSTALLATION WOOD INSTALLATION DETAIL C, 2-TRACK FRAME HEAD DETAIL D, 3-TRACK FRAME HEAD SEE ANCHOR WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TYP., CONCRETE INSTALLATION SEE ANCH.NOTE 3, CONCRETE INSTALLATION 1X WOOD BUCK TYP., NOTE 5 SHT.1 SHT. 1 21/16" O C TYP SEE ANCHOR NOTE 3, SHT. 1 (1/4" MAX.) SEE ANCHOR SEE ANCHOR NOTE MAX) 1 NOTE1 SMAX )j ONCRETE EXT. 13/8"MIN. EXT. 1 1" MIN E.D.. 1 3/8" MIN. '' `: '• ;':i• ": ,•. ':. SEE CHAI O.C., TYP. , ::•�A ?'+1 .' a: • • SHT. 1 TYP. 2xIW BUCK 1" MIN 2 1/16" I EXT.: ,'.:' ; , .::: "•.:' , '::,;....•;.:;;;. DETAIL E, 2-TRACK FRAME SILL TV., E.D., dl SEE CHART, SHT.1 WOOD INSTALLATION SEE ANCHOR O.C., TYP. TYP. DETAIL G, FRAME SILL NOTE 3, SHT, 1 DETAIL F, 3-TRACK FRAME SILL CONCRETE NSTALLATION TE INSTALLATION CONCRETE ANCHOR TYP., WOOD INSTALLATION SEE ANCHOR SEE ANCHOR NOTE 1, SHT. 1 21/16" O.C., TYP. •--I� 1" MIN NOTE 5 SHT. 1 I I —1 TYP. (1/4" MAX.) — �CONCREiE � � � 1 3/8" MIN, EXT. T h.••,;t pi;;;; ;•:,. SHT. 1 EXT. �I �I �I u T :: .' .:. !: SHT. 1 2' 1116" WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 O.C., TYP. I SEE CHART, SHT. 1 DETAIL I, 4-TRACK FRAME HEAD DETAIL H, 3-TRACK FRAME SILL WOOD INSTALLATION A@pmvcdmeom*ft-I&tM CONCRETE INSTALLATION 2x WOOD BUCK TYP., Flotide BufdEv6 We e,M CONCRETE SEE NOTE 3, SHT. 1 WOODANCHORTYP., SEE CHART, SHT. 1 xoAd o SEE ANCHOR NOTE 2, Mrs I SEE ANCHOR SHT. 1 ,. +.• NOTE 5, SHT. 1 �. ,i. .,.", is :a. f: c �`' :; �.'. �: !• SEE CHART (114" MAX.) SHT.1 1/1111/1 EXT. 1" MIN 2 1/16" O.C., TYP. F '•G,'. EXT. 21116" O.C., TYP. Q; 4975' u CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 4 . -TRACK FRAME SILL TYP. ` �+ DETAIL J, 4-TRACK FRAME HEAD DETAIL K1 CONCRETE INSTALLATION WOOD INSTALLATION lroroael: o.r.• w.Hmm o iQ�• OF :�tf/ was ww".• 1070TECHNOLOOYDRNE ANCHORAGE DETAILS '•,h` •�OR.QQ'G�=�� sMc ofAxvfo B PERMIAn+rDADEcoIafENrs NOXOMrs,PLses75 w� Rom.• SERIES 770 ALUMINUM SGD - LMI �1/I/nl111t0% Svc1f/16g9 A PERM"DADECOMMENB P.O. BOX im _ D Or. oab: g qy, NOXOMIS, FL 34274 ® 3e.n.. I11TS 3 d 23 a s PGT0002 B Robert J. Amoniso, P.E. SMC 08/06/08 PE #49752 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 ONCRETE 2 1116- O.C., TYP. 1/4"MAX SHIM SEE CHART SHT. 1 SEE ANCHOR 1/4"MAX SHIM — NOTE 5, SHT. I SEE CHART EXT. (1/4- MAX) 1 SHT. SEE CHART EXT. - - - - - - - - - - - - - - - SHT. I CONCRETE ANCHOR 21/16" TYP.,SEE EXT. O.C., TYP. ANCHOR NOTE 1, SEE CHART, SHT I SHT. I DETAIL L, 4-TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE ANCHOR 13/8"MIN.. 1" MIN 1/4"MAX. SHIM TYP., SEE ASONRY 13/8' MIN. ANCHOR DET, 1W MAX. SHIM EXT. NOTE 1,EXr. SHT. 1 WOOD WOOD ANCHOR ANCHOR MIN. 1/4"MAX SHIM — TYP., SEE TYPI, I EXT ANCHOR ANC NOTE 2. 2 1/16' DETAIL 0. 4-TRACK FRAME JAMB CONCRETE ANCHOR IN 2 SHT. I SH . 01 !D 2� 0 A O.C.. TYP. CONCRETE INSTALLATION TYP,, SEE 2XWOOD 1318"MIN. ANCHOR BUCK 1' ff1/4'MAX SHIM NOTE 1, I SEE EXT.— 1 SHT. WOOD INSTALLATION r ANCHOR ,--NOTE3, DETAIL N. 2-TRACK FRAME JAMB 21/ SHT. 1 WOOD INSTALLATION O.C., WOOD ANCHOR TYP., SEE ANCHOR NOTE 2i DETAIL M. 4-TRACK FRAME JAMB WOOD FRAMING — SHT. r P-HOOK MOUNTING ADAPTOR 13/8"MIN. ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS—E�g 1" MIN. 2.693"MIN. I - EXT. DETAIL S. P-HOOK WOOD INSTALLATION V MIN. SEE CHART . SHT 1 qaid/ 4 21/16" O.C.. TYP. .051" MIN. /firO.C. 3.5" •77. TYPICAL JAMB CLUSTER FOR DETAILS M. N. O. R 0 & R SEE CHART SHT. I SEE CHART SHT. I % 21116" :� O.C., TYP. --2XWOOD BUCK L SEE ANCHOR 21116" NOTE 3, SHT. 1 so DETAIL R, 3-TRACK FRAME JAMB O.C., TYP, CONCRETE INSTALLATION SEE CHART, SHT. I P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK DETAIL 0, 3-TRACK FRAME JAMB INSTALLATION ANCHORS WOOD INSTALLATION ------,-------CONCRETE I MASONRY (GROUTED BLOCK ONLY) I 3/4"MIN. SEE CHART, III SHT. 1 WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, EXT. 2.693" MIN. DETAIL T, P-HOOK CONCRETE INSTALLATION SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3. SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, Approved as co Flo,Wa S.W.% sd-24AJI� NO" ed D � No 49752 I I 7u —;—�l ANCHORAGE DETAILS SMC 0 1/0&10 9 PERMAMIaVECOM NOKOMIS, FL W75 . m ' s ERIES 770 ALUMINUM SGD - LMI smc 1 6M A PER MAMI OWE COMMENTS P.O.IS, 1629 NOKOMIS, FIL 34274 Robert J. Amoruso, P.E. cr�rsy. D— .. 110 NT$ 1 14 - 23 PGT0002 B PE 949752 SM O&V5109 WOOD FRAMING 1 3/8' MIN. P-HOOK MOUNTING ADAPTOR SEE CHART, SHT. 1 ONCRETE /MASONRY P•HOOK MOUNTING ANCHORS LOCATED MID -SPAN (GROUTED BLOCK ONLY) ADAPTOR ANCHORS BETWEEN P-HOOK LOCATED MIDZAN INSTALLATION ANCHORS •' :• .,,'.'r.. r: ! :,,' BETWEEN P-HOOK INSTALLATION ANCHORS e:.; :; ,., `.i':.•' r � SEE CHART, 1°MIN 1 3/4" MIN. 1 1/4" MIN, '+;' SHT. 1 E.D. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. tc SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES ANCHOR QTY. FROM TABLES 1-3. SHTS. 7-9 PERTAIN TO 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.893" MIN. 2.893" MIN. DETAIL MM• P-HOOK FOR BOX RISER DETAIL NN• P-HOOK FOR BOX RISER WOOD INSTALLATION CONCRETE INSTALLATION DETAIL'V', SHT. 18, ANCHORAGE DETAILS'A' B aia PANEL ,a PANEL ai PANEL PANEL III TYPE as TYPE al TYPE TYPE 'A' o a 'QS' a 'AS' vc III la 11 III la II 111 i 11 i al a a a n o o-a SEE nl al B° NOTE a I 3. SHT. iia as ai 15 &'C', SHT. 13 e DLO WIDTH = NOM. PANEL WIDTH -7' �DETAIL'U', SHT. 18, DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' ANCHORAGE DETAILS'E' &'G', SHT. 13 XX-90° CORNER-XX (2 TRACK INSIDE 90° CORNER) IM• 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES �- ) X 1.50" PH SMS DETAIL OETAIL'EE', SHT. 19, #8X 1.00" ANCHORAGEDETAILS'N' PH. &'P', SHT, 14 'BB', SHT. 19 EXT. r DETAIL'KK. SHT. 20 HORIZONTAL SECTION B-B FRAME CORNER DETAIL r R.w".au: 1070TECHNOLOGYDRIVE ANCHORAGE DETAILS /EXAMPLE ELE 011176/10 S PER MIAMI DADECOMMEN7S NOKOMIS, FL 3e275 imy T flreNe RAC PER MNMIOADECOMMfiVTS P.D. ROx ISM SERIES 770 ALUMINUM SGD-LMI prB may, NOKOMIS, F130274 IUQ� V05109 5GD770 NTS 15 d 23 PGT0002 Appm.d es aovapiXiot3WHIRR Ow Fkrwa suit n Coe Vale xe L�vNR� !7 zao MOAN-e826•(ay_• He.] odds Frudaz't CaaOW OF 6 Robert J. Amorueo, P.E. PE 949752 NOTES: DETAIL'CU. SHT. 19� /-DETAIL'BB', SHT. 19 / DETAIL'FF', SHT. 19, JDETAIL'V', SHT. 18, DETAIL'EE', SHT. 19. ANCHORAGE DETAIL'N' & ANCHORAGE 'P', SHT. 14 ANCHORAGE DETAILS'N' DETAILS'A' &'P', SHT. 14 g,'C, SHT. 13� PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' L' 'D' 'A' M S SEE D NOTE TAB 3 a � a D 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7-1. FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. . " lip PANEL uu PANEL i TYPE ua TYPE !io n l 'A' On 'CS' t Ile al p np III ua 0 0 e � I I11 j nl p 0 ep � 1 e Ile ao e I I B p p l l p nu 11 a all p e Ip IQ Ile * uo OR pa 1 1 G] 1 I I c p p e PANEL TYPE 'QS' CH DETAIL''U', SHT. 18, 1 SEE FRAME a ANCHORAGE DETAILS'E' XX-90e CORN ER-XX (2 TRACK PANEL CORNER OXXX (2 TRACK) &'G', SHT. 13 90°OUTSIDE CORNER) - EXAMPLE CONSTRUCTION EXAMPLE DETAILS SHT. 15 DETAIL 'Ca. SHT. 19 �r DETAIL'BB', SHT Z DETAIL'DD', SHT. 19. DETAIL 'AN, SHT. 19, ANCHORAGE DETAILS'Q' ANCHORAGE DETAILS'S' & T, & TV, SHT. 14 SHT. 14, 'MM' &'NN', SHT. 15 M. h S TAI DETAIL'X', SHT. 18. ANCHORAGE VCIHILJ o a PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TV 'L' M. F kx• POCKET EE UNDER I SEPARATE! IP APPROVAL) SLES SEE 0 NOTE �a--, 3 X X x V OXXXP (3 TRACK RIGHT POCKET) DETAIL W, SHT. 18,E EXAMPLE ANCHORAGEDETAILS'F' & W, SHT. `13 if/law 'B 7ECHNOLOGYORNE NOKOMIS, FL 34275 P.O. BOX f52B NOKOMI3. FL 3/27� DETAIL'V', SHT. 18, ��— ANCHORAGE DETAILS W / &'C', SHT. 13 A HT. 19,TYPE PANEL DETAILS'N'W MAX'SHT. 19HT.SEEDP LAG SEE TABLES J', SHT. 20NOTE3 SHT. 1. � EXT. HORIZONTAL SECTION A -A DETAIL'U', ANCHORAGE DETAILS'E' &'G', SHT. 13 DETAIL'BB', SHT. 19 DETAIL'HH', SHT. 19, DETAIL'Z', SHT.18, ANCHORAGE DETAILS'M' ANCHORAGE DETAILS T &'0', SHT. 14 &'J', SHT. 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .M. T' P W MA HI DI SEE TABI NOTE 3 j ---j t:z== == -ES DETAIL'Y', SHT. 18,E XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K' EXAMPLE SHT. 13 &'L', SHT. 14 o.� EXAMPLE ELEVATIONS SERIES 770 ALUMINUM SGD - LMI soano NTS 16 a 23 PGT0002 Approved u ampblcg with the ttala oldlag�Zora rooAa o - AtL+mi Dade P:odrel DI o 87� 6A��T +iu NALr-'%%" Robert J. Amoroso. P.E SILL RISERS OPTIONS 24 23 a EXTERIOR INTERIOR 21 (ALL VERT. SECTIONS) 19 4.055° 2 2.555" 3.305" 112 1.567' EXT• EXT. � EXT. EXT. EXT. 45 52 51 53 -11 FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 53 52 51 I 25 DETAIL'LU SCREEN 46 22 AT HEAD 48 47 c 20 18 � EXT. 112 4.055' 2 5" 3.305" DETAIL'MM' SCREEN 2.55 1.567' AT SILL EXT. EXT. Ems, EXT. �4 � j FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 1 P 3 + 4 _ ... 113 5 113 5 113 3 5 69 69 69 EXT. EXT. EXT. DETAIL DETAIL'X' DETAIL'Z' FIXED PANEL FIXED PANEL FIXED PANEL SHOWN SHOWN SHOWN Apprw[a r wmplliag wlN t4i Fort e ss 69 i es 1v�oaa f7�ID m twt�mt � Proaan.Ltio.tn�t EXT. 72 OR 73 72 OR 73 EXT. 72 OR 73 Div10° 7 EXT. `p I i! s j'� 16 11 I " I 11 I�' 11 Illltq 113 113 113 �,�`� SNMESA,���•,, 5 5 `���c�:•��G E N 5 . �� No 75 IyQ * * DETAIL'U' DETAIL DETAIL'Y' • � ': t O F l�UI VERTICAL SECTION DETAILS R sy; pKy 1p70 TECHNOLOOYDf71VE �I S \ �� Safe 01A/5Hf1 B PERMWMaWECOMMENIS NOKOMIS,aW78fill$, SERIES 770 ALUMINUM SGD - LMI SW !f/7699 A PERMlAMIDADECOMMENiS P.O. BOX 1623 0—ey. Osa NOKOMIS, FL 3127I ® r> s aee -- rare Robert J. Amoruso, P.E. 8MC 08/05/OH R.lA S."', NTS 18 ✓ 23 PGT�002 B PE fi49752 STANDARD ASTRAGAL DETAIL'BB' Ur IAIL AA" UM I AIL "LL" HEAVY DUTY ASTRAGAL AND STILES 16 5 160 OR 61 113 106 105 AT MIDSPAN DETAIL'DD' (FIXED PANEL) 10 INTERIOR (ALL HORIZ. SECTIONS) 10, EXTERIOR 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE " to 6 5 60 OR 61 113 106 105 AT MIDSPAN DETAIL'FF' (FIXED PANEL) DETAIL'HH' DETAIL'GG' (FIXED PANEL) Approval m c PIYE*jj with *6 Ir"I'd iwhiim; Cede Dnfe �C6RNF7tY f7_ZOlD_ NOAG .oBsii.fv MIL&I @$Oe proopu ca OF HORIZONTAL SECTION DETAILS % 1%. (O 1 �« Mau�w�cauus">s Toro rEcrl"aoornwve "°Ic°"'+s rLsaz's R J�`�os'rONA11111%`, aw o+roy+o PER SERIES 770ALUMINUM SGD - LMI swc rvrsm A PERNWIDACIECCWle lS Fi�a2sa ea. smx m..auw as °ffafrll�n►► �. Ch.daa mtr ploP.O.B ® s rbarc soono NTS 19 23 PGT0002 B Robert J. Amoruso, RE sac 005109 w, PE+fag752 5 7 11 n:kraimmu (90° OUTSIDE CORNER, 2-TRACK SHOWN) I SW 1 1111&% 1 A I PE WUMAOEGOMMENTS I rO TECHNOLOGYMVE NOXOMA rL 34275 P.O. BLLC 1529 NOKOMIS, FL 3W4 11 7 5 DETAIL 'KK' (90° INSIDE CORNER, 2 TRACK SHOWN) I SERIES 770 ALUMINUM SGD LMI I SGD770 I NTS 1 20 d 23 1 PGT0002 �w��arm�N>daa�m° maru� ,�sfaa� tvoar� . M1°mi Dui v�aaua oa�a D Robert J. Amoroso, P.E. PE #49752 ITEM PGT DNg. # PGT. # Descri as Mtfi the Ap�nurcrl er c�PQm B 7Jh9 •���. ,ttttltlptt4 '�G E �.�`�Yt4i :O: 6'•.G��� No 4�J752 O �Ar •*� it II NOTE: ALL ALUMINUM = 6063-T6 r� T -J Rard9Y. GK RIM4if a'+nb�' • . ,'��4ss�ONAtEN�`�,` ® ARTS LIST �°"Jilt"� Robert J. Amoruso, P.E. Savo pormyro e�� PERADAAlId1DECOMMEVTS r� NOOKic MIIS,FL342775 P.O.HOX1529 NOKOMIS, FL 34274 SERIES 770 ALUMINUM SGD - LMI SMc 111 R A PERMAWDIDECOMMENi3 Da-ar.. m� er�ard e.w+na.e °iV �"0 NTS 2f d 23 °i• - PGT0002 �" SMc oe475ioe RlA SGD770 8 PE#49752 ption 1 17306 617306 2-TRACK HEAD 2 17303 617303 2•TRACK HEAD WITH SCREEN RAIL 3 17309 617309 &TRACK HEAD 4 17312 617312 4TRACK HEAD 5 17314 817314 FRAME SCREW COVER 6 77317 617317 FRAME HEADfJAM6 AlJ0.0N 7 17304 817304 2-TRACK SILL 8 17301 617301 2.1RAtD[ SILL WITH SCREEN RAIL 9 17307 617307 8-TRACK SILL 10 17310 617310 4TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADPON 13 17316 617316 FRAME SILL SCREEN END ADQON 14 17305 817305 2-TRACK JAMB 15 17302 817302 2-TRACK JAMB WRH SCREEN RAIL 16 17308 617308 3•TRAl7( JAMB 17 17311 817311 4.7RACK JAMB 18 17322 617322 SILL RISER-0 19 17319 817319 SILL RISER - 0 HOLLOW 20 17321 617321 _ SILL RISER -LOW FLAT 21 17318 617318 SILL RISER -LOW HOLLOW 22 17355 817355 SILL RISER - MED FLAT 23 17354 677354 SILL RISER •MED HOLLOW 24 17320 617320 SILL RISER -HIGH HOLLOW 25 17323 817323 SILL RISER -HIGH FLAT 28 17333 817333 POCKET DOORP•HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 26 17334 617334 POCKET DOOR P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 17348 617348 POCKET DOOR P4i00K FOR BOX RISER OPTIONAL PARTS (NOT SHOWN IN DRAWWG) 40 4319 612258 SCREEN SIDE RAIL • LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSEi 42 41818 SCREEN KEEPER SPACER SET 43 8152 88152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 812256 _ SCREEN TOP RAL 46 4318 812257 SCREEN BOTTOM RAIL 47 688 7SRAZ STANDARD ROLLER 48 868 7SRAX STANDARD ROLLER - Si. STL. 49 4344 64344 SCREEN ASTRAGAL SO 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE-.165 52 1694 61694 SCREEN SPLINE-.150 53 61816C20 SCREEN CLOTH 54 1725 1f2° x 4" x 1116' SITTWG BLOCK 55 1726 1° X4" X1116' SITTING BLOCK 202 GLASS 7116 LAMINATED HT -FIT PVB 203 GLASS 9I16 LAM INATED HT -HT PVB 204 GLASS 7/18 LAMINATED Hi•Hi SGP 205 GLASS 9116 LAMINATED HLFIT SGP ITEM PGT Drag. # PGT. # Descrlptfon 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUN) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN QNSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 WTERLOCK SCREW COVER 87 17329 617329 ASTRAGAL 66 17339 617339 HEAVY DUN ASTRAGAL 69 17324 617324 TOP &BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECRON MOLCED) 71 1895 71695 1 1!2° X 1" X?/4' HIGH FlN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLERASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 889 OR 995 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 78 71032XifPFX #10.32 X 1" FL. SS SCREW Wf TfPE "F" 71P 77 7103239 10.32 STEEL ZINC U-NUT 78 17358 617358 3'16 & 114 OGEE BEAD HORIZONTAL 79 1735T 617357 1"IG BEAD HORIZONTAL 80 17359 617359 7116 8EA0 HORIZONTAL 81 17360 617380 9'16 BEAD HORIZONTAL 82 1224 8TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 112"X 1f16" SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 COST PLUG 103 8186 76188X 1" KEEPER 101 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 817344 FOLD PANEL 0.1P - 6" LONG 106 17352 617352 EXTERIOR FIXrD PANEL RETAINER 107 1739 71739 HANDLE KIT- WTERIOR RAISED WITH THUMB TURN 106 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE Kli- RECESSED INTERIOR W ITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 � 710X34PPSDAX #10 X3l4"PH. PN. TEK-S.S. 112 1235 B7S16 WSTP, .270 X.170-FIN SEAL 113 1712 64068 .187 X.230 FlNSEAL 114 710X115PPX #10X11l2" 115 710�PT #tOX1° 116 720X1X #1420 X 1" ST. STL. 117 720X112X #14-20 X 1.5" ST. STL. 118 17336 617338 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 6117338 WSIDE CORNER ASTRAGAL 210 GLASS LAMINATEDIG 3118T-7/18 LAMINATED HT -HT PVB 211 GLASS LAMINATED IG 114T- 7116 LAMINATED HT -HT PVB 212 GLASS LAMNIATEO IG 3116T- 7/18 LAMINATED HT•Hi SGP 213 GLASS LAMINATEDIGIl4T-7l16LAMINATED HT -HT SGP 1.303" 0 080" JII-jL -y j� 0.718" �{ 1,050' 0.83' 1.050" 1.003" 0.062" 1.888" 0.325" 0.050 0.779"0.709" 0.062" 0.062" ������rrrrrr111l11 0.752"��91.162"0.757"0.264" 0.080" 0.00.050" --J L 00.550" 1.739" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK GLAZING BEAD (I.G.) FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (65) MATL:6063-T6 (5) MAT'L:6063-T6 (78) MATL:6063-T6 (11)MAT'L:6063-T6 (79)MATL:6063-T6 (105)MATL:6063-T6 (106) MAT'L: 6063-T6 (62)MAT'L:6063-T6 3,802" 0.752" 1.163' 0.885" 0.233" 4062-f P-HOOK SCREW COVER 0 08T (29) MA7L:6063-T6 P-HOOK FOR BOX RISER 3.802" -�{ (30) MATL: 6063-T6 STANDARD ASTRAGAL (67) MAT": 6063-T6 0.574" f---FL0.062" 1 0.075" 1r! 1.6" 0.062' 1.3104" =fo P-HOOK �1 I.- 3.126" (26) MATL; 6063-T6 3.25" STANDARD STILE TOP/BOTTOM BOTTOM RAIL (60) MATL: 6063-T6 1.645" 3.979" 0.075" 1,61 0.281" HEAVY DUTY ASTRAGAL (68) MATL: 6063-T6 (+ 4" 0.133" 1.6' 3.125" HEAVY DUTY STILE 2.304" 0.7E 0.062" f P-HOOK MOUNTING ADAPTOR (28) MATL: 6063-T6 (69) MATL, 6063-T6 -{ 1.872 N- -►I 0.232" (61) MATL: 6063-T6 0.750' �j 0.750" 0 0.062" 1.19" 1.467' SCREEN STILE I 0.232" (40)MATL:6003-T6 0.062" �1F�- Ap�avwdsoeenepl9 elm ma 0.062" 0,062" FLUSH FLAT SILL 0.232" �a Zoro 0.750" RISER (18) MATL: 6063-T6 Kau 0.232" 10 Poser c� (befrul 0.062" 0.906° gy t a 4.055" 3.305" 3.955" 2.555" 0.062" 2.455" 3.205' -NSF O,9 ,'�i 0.062" 0,062" 0.062 - �1I 4k- v752 • .O HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (24) MATL: 6063-T6 (23) MATL: 6063-T6 (21) MATL: 6063-T6 (19) MATL: 6063-T6 (20) MAT'L: 6063-T6 (22) MATL: 6063-T6 (25) MATL: 6063-T6 OF . jr� Raroe er. wax ra.aabc ocpms ���•- ;�7f/�r B, wax 1070TECNNOLOGYORIVP EXTRUSIONS '�.�F`S; • ...... NOKOMIS, FL 30275 '°• �'�4S7ONAlE?.``� R-d awmx SERIES 770ALUMINUM SGD-LM! ltuREII00, sMC ffnea9 Fr�MUMra�CEcana¢Nrs P.o.eoxfs23 wv"ney. wax n.am wu NOKOMIA FL 30274 RIT s sds: �"a °"9pN° rt.- Robert J. Am.m., P.E. c namemo e,. SOD770 NTS 22 123 PGT0002 A PEfk9752 5.069" 1.2+ 1" 0.081" �L 2-TRACK HEAD 6.198" -T 1.211" 0.081" 2-TRACK HEAD W/ SCREEN TRACK (2) MAT'L: 6063-T6 8.562" 1�1 1.505" -LL 0.080" 4-TRACK SILL (10) MAT'L: 6063-T6 6.526" 1.505" 0.080" 3-TRACK SILL (9) MAT'L: 6063-T6 6.221" 7.105" 1.505" 1" Tfl-� 0.080"2-TRACK SILL W1 SCREEN TRACK 0.0811, (8) MAT'L: 6063-T6 3-TRACK HEAD (3) MATL: 6063-T6 9.142" 1.211" 4-TRACK HEAD 0.081" (4) MATL: 6063-T6 5.621" 1.6" INSIDE CORNER ASTRAGAL (120) MATL:6063-T6 - 1.045" 1.993" 0.062' SCREEN TOP RAIL (45) MAT'L: 6063-T6 0.875" 1.993"1 I 0.062" SCREEN BTM. RAIL (46) MATL: 6063-T6 1.36" 4.49" 0.081" 1.505" c 0.080" 2-TRACK SILL (7) MAT'L: 6063-T6 OUTSIDE CORNER ASTRAGAL (119) MAT'L:6063-T6 I SW 1U1849 I A I PFRMlAMIDAVECOMMENTS I NOKOMI3, FL U276 P.O. BOX 15Z NOKOMIS, FL 34274 1.03" 2.893" 0.080" 2.826" CORNER RECEIVER (118) MAT'L:6063-T6 7.105" 3-TRACK JAMB (16) MATL: 6063-T6 -{ 1.36" �+ 0.081" 5.069" E- I 2-TRACK JAMB (14) MATL: 6063-T6 4-TRACK JAMB (17) MAT'L: 6063-T6 I SERIES 770 ALUMINUM SGD - LMI I SGD770 I NTS 1 ' 23 d 23 1 PGT0002 i8" 2-TRACK JAMB W/ SCREEN TRACK (15) MAT'L: 6063-T6 App.Ycd q ma:CaY.bS whb ��CoQe NOAY Mlaml I Robert J. Amomo, P.E. 0�6 Florida Building Code Online Page 1 of 3 4 `I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links' '. is Product Approval �q�l PP " ' USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL FL11321 # �e a Application Type New Code Version 2007 Application Status Approved - Comments Archived r l Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative, Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Builders Hardware Inc. 5615 E. Powhatan Ave Tampa, FL 33610 (800) 966-7753 jngodwin@bhitampa.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a License( Florida Professional Engineer r Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2011 Ryan J. King, P.E. r Validation Checklist - Hardcopy Received FL11321 RO COI CERT OF INDEPENDENCE.pdf Standard Year 101/I.S.2/NAFS 2002 ASTM E1886/E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 http://floridabuilding.org/pr/pr_app_dtl.aspx?paraxn=wGEVXQwtDgvIL5Kl5SWldxl s4d... 7/21/2011 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 09/10/2008 10/23/2008 10/31/2008 12/10/2008 i j FL # JlModel, Number or Name Description 11321.1 a. Fiberglass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Single Doc configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL11321 RO II INST 11321.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.1 for any additional use limitations, FL11321 RO AE EVAL 11321.1.1)df installation instructions and product particulars. I Created by Independent Third Party: Yes 11321.2 b. Fiberglass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Single Doc with a Sidelite (OX or XO configuration) Inswing/Outswii Limits of Use Installation Instructions Approved for use in HVHZ: No FL11321 RO II INST 11321.2.pdf j Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.2 for any additional use limitations, FL11321 RO AE EVAL 11321.2.pdf installation instructions. and product particulars. I Created by Independent Third Party: Yes 11321.3 c. Fiberglass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Single Doc with a Sidelite (OXO configuration) Inswing/Outswing j Limits of Use Installation Instructions Approved for use in HVHZ: No FL11321 RO II INST 11321.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third. Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.3 for any additional use limitations, FL11321 RO AE EVAL 11321.3.pdf installation instructions and product particulars. I Created by Independent Third Party: Yes 11321.4 d. Fiberglass Door Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Double Do configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in,HVHZ: No FL11321 RO II INST 11321.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST.11321.4 for any additional use limitations, FL11321 RO AE EVAL 11321.4.pdf installation instructions and product particulars. 11 Created by Independent Third. Party: Yes 11321.5 e. Fiberglass Door Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Double Do with Sidelites (OXXO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL11321 RO_ _II INST 11321.5.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes j Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.5 for any additional use limitations, FL11321 RO AE EVAL 11321.5.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 11321.6 f. Fiberglass Door Up to a TO x 8'0 Opaque "Impact" Fiberglass Single Doc configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL11321 RO II INST 11321.6.ndf j Approved for use outside HVHZ: Yes Verified By: Lyndon F.. Schmidt, P.E. 43409 j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.6 for any additional use limitations, FL11321 RO AE EVAL 11321.6.pdf installation instructions -and product particulars. Created by Independent Third Party: Yes 11321.7 g. Fiberglass Door Up to a 3'0 x 8'0 Opaque "Impact" Fiberglass Single Doc witha Sidelite (OX or XO configuration) Inswing/Outswii Limits of Use i Installation Instructions http://floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgvIL5Kl5SWldxl s4d... 7/21/2-011 Florida Building Code Online Page 3 of 3 Approved for use in HVHZ: No FL11321 RO II INST 11321 7 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.7 for any additional use limitations, FL11321 RO AE EVAL 11321 7 pdf installation instructions and product particulars. Created by Independent Third Party: Yes 11321.8 h. Fiberglass Door Up to a 3'0 x 8'0 Opaque "Impact" Fiberglass Single Doc with a Sidelite (OXO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL11321 RO II INST 11321 8 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.8 for any additional use limitations, FL11321 RO AE EVAL 11321 8 pdf installation instructions and product particulars. Created by Independent Third Party: Yes 11321.9 i. Fiberglass Door Up to a 6'0 x 8'0 Opaque "Impact" Fiberglass Double Do configuration) Inswing/Outswing Limits of Use Approved for use in HVHZ: No Installation Instructions .. FL11321 RO II INST 11321 9 pdf Approved for use outside HVHZ: Yes . Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 11321.9 for any additional use limitations, Evaluation Reports FL11321 RO AE EVAL 11321.9.Pdf installation instructions and product particulars. Created by Independent Third Party: Yes j 1 -" RiTO Fiberglass Door s oub'l Do Up to a 6'0 8'0 Opaque "Imps 'F�Iniffg/ with idelites .:O�c 0 co,rl iguratiom Outswing Limits of Use Approved for use in HVHZ: No Installation Instructions FL11321 RO II INST 11321.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.10 for any additional use limitations, FL11321 RO AE EVAL 11321 10 pdf installation instructions and product particulars. Created by Independent Third Party: Yes Back fNext Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval.Accepts: W Fill cre_s RM C" rtSar a,.i CV7 CONI71'a_.1—AA 17/1l1 /1)n1I Builders Hardware ' nc. 5615 E. POWHATAN. AVE . TAMPA; FL 33610 OPAQUE FIBERGLASS DOUBLE DOOR WITH SIDELITES INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Sidelite panel details 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck anchoring 8 Frame anchoring - 2X buck masonry construction 9 Frame ahchoring -1X buck masonry construction 10 . Astragal details 11 Bill of materials, glazing detail & components S I J LJU -MAX. V V tKALL FKAMt WIDTH" 74.00" MAX. FRAME WIDTH 37.25' MAX. FRAME WIDTH —^ i o u7 w � x = w w O O 0 o i X X f r gill SWING - ;.,.-. CkVkRkl� FRAME pI11AENSIOhf . , dV�RgC� D L O ; . DfMEPiS10N GLASS I1fPF G1 DES1GfI PRESSVRIP$Ej POStTIYE ,; +47.0 IdEGAT/S!E INSWING 151.50" x 98.00" 20.50" x 79.00" -47.0 OUTSWING 151.50" x 96.50" 20.50" x 79.00" +47.0 -47.0 On. BY. AL cHK Qr: LFS DRAWING NO.: FL-11321.10 SHEET _L OF 11 3 d 49 47 EXTERIOR _—"� ;� p Z:t Ilk�� � d o =Az -m mO .. .. Z am m$ E v ZoZ S� vi INTERIOR 4B g 9 0 0 0 5 4 � dam c a � c 1 HORIZONTAL CROSS SECTION 41 E • 2. o 35.75' MAX. LU DOOR 3$ PANEL WIDTH 2 I 1.58" �{ I Imo— 3.68 m 2 `=° -I EXTERIOR INTERIOR 9m o Olin .185' al +Z TOP RAIL LATCH d HINGE MLE REINFORCEMENT WOOD m = CeUular PVC Ce'ulor PVC For lock Cu x w a Mu in OO O p 2 X o--11.07, —►l Cli . Y W 45 BOTTOM RAIL 47 NINGE STILE STILE REINFORCEMENT 45 O p CBVuIGr PVC Re nforcement Z DOOR PANEL a 9130108 40 %21 VERTICAL CROSS SECTION sca.e N.T.S. 2 Dwo. BY. AL cHK. Br: LF8 DRAWING NO.: FL-11321.70 SH¢r _�L of 11 51 47 EXTERIOR q6 43 CJED GI �Ob 42 z sm ° p o W .Pi d E C! vu CM, 52 INTERIOR 48 52 g 9 5 o S\, 4 41 e'Qaam�V `o a a 9 ° 55 1 HORIZONTAL CROSS SECTION 0 E 35.75' MAX. GI ti DOOR W —' PANEL WIDTH 3$ 0 0 20.50" MAX. I+ 40 N w D D.L.O. WIDTH I r 1.58" �{--3.68" �{ En� m a L I T EXTERIOR INTERIOR E5m m O v) o o O 70P RAIL LATCH 6 HINGE SOLE i1 REINFORCEMENT WOOD o 42 Ce,ularPVC Cellular PVC �' Forlock o x w o 52 51 fj o o ZZ o Cc!�(V) � 2 Q �•. • `� 55 � in 2 4.5" BOTTOM RAIL 47 HINGE S17LE STILE REINFORCEMENT 45 Z 'j Cellular PVC RefnlorcemenT DATE 9130108 2 VERTICAL CROSS SECTION sue: N.T.S. 50 SIDELRE PANEL 2 DWG. BY.. AL CHIC en LF5 DRAWING N0: FT.-11321.10 SHEET 3 OF 11 1-1 /4" MIN. EMB. (TYP.) w 00 >° 2 Zz �O_ 4 n I w Q a, < 00w LLr" zz� N( 0.is, C'SINK (TYP.) \Z:/ NOTE 1 1 HORIZONTAL CROSS SECTION q Inswing shown - outswiing also approved 2 HORIZONTAL CROSS SECTION 4 Inswing configuration I © NNOW.W. ®v a ID Ej Ej EXTERIOR 8 4 INTERIOR 0a 4 �% 4111 v X 0 4 X LID 117 00 0 4 D D 4 EXTERIOR INTERIOR NOTE: 1. Sidelite panels anchored to frame 6" from top of frame then 10" on center (8) screws total each jamb. 3 HORIZONTAL CROSS SECTION 4 Inswing shown - outswing also approved 6 5 6 EXTERIC 4 INTERIOR INTERIO EXTERIOR n K-5 "� HORIZONTAL CROSS SECTION 4 Shown w/IX sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC 4 HORIZONTAL CROSS SECTION 4 Outswing configuration �o do =mp Z�'�oN Z� Uj (L Z(- z° \ W N O n m B o a U p C rJ E zmm n 9d`o os u-w -ti Z z d E �z c o \O" N y 1j` W o U w O V) OC �Y tyn to y0 } cn� M U c� Qm E N � DO a K N o it o Of 2 a AM, N.T.S. VO. ar: AL 8 IK. By. LFS 3 AWING NO.: O FL— 11321.10 E IEU _�L OF 1 a 1" MIN. FROM 1" MIN. FROM —MASONRY EDGE MASONRY EDGE —. ► (TYP.) FYN INTERIOR a EXTERIOR 1 VERTICAL CROSS SECTION $ Inswing shown - outsw ng also approved INTERIOR EXTERIOR zd �L Z.6 7 W 2-1 /2" MIN. FROM 2-1 /2" MIN. FROM - - MASONRY EDGE MASONRY EDGE - — (TYP.) (TYP-) 3 VERTICAL CROSS SECTION $ Inswing configuration 2-1 /2" MIN. FROM 2-1 /2" MIN. FROM C v m 0 MASONRY EDGE MASONRY EDGE _ ()P.) (TYP.) m N 9 L 9 V O Z . � Za e?m °a os .� C MILL a mda m° c v — w 3p INTERIOR EXTERIOR J o WC w U 2 VERTICAL CROSS SECTION om < $ Shown w/1Xsub-buck substituting LIDO m concrete screws for wood screws per o O Section 1714.5.4.2 of the FBC o a 0. INTERIOR EXTERIOR z 0 7 40 Q 31 Z d �m a d H n d Q d E 2-1 /2" MIN. FROM 2-1/2" MIN. FROM DATE. 9130108 MASONRY EDGE MASONRY EDGE s N.T.S. (TYP.) (TYP.) DWG. BY. AL CNK. W. LFS 4 VERTICAL CROSS SECTION DRAWING No.: $ Outswing configuration FL— 11321.10 sNEEr _L of 11 I" MIN. FROM I" MIN. FROM —MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) SEE NOTE 1 INTERIOR -- EXTERIOR 1 VERTICAL CROSS SECTION 6 Inswing shown - outsvAng also approved INTERIOR EXTERIOR SEE NOTE 1 2-1/7' MIN. FROM 2-1/2" MIN. FROM �+- MASONRY EDGE MASONRY EDGE —. ► (T1PJ.. :(TYP.) . 3 VERTICAL CROSSS am 6 Insvnng configuration NOTE: 1. Screws thru frame into sidelite panel located 6" from corners of sidelite and @ centerline of sidelite INTERIOR EXTERIOR SEE Mr)TF t 2-1/2"MIN. FROM 2-1/2"MIN. FROM -- MASONRY EDGE MASONRY EDGE - ..(TYP.) (TYP.) 4 :VERTIC'AL CR05S SECTION $ Outsiving configuration 2-1 /2" MIN. FROM 2-1 /2" MIN. FROM m - MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) > ° E >n � oa.mim Q'c E mr a..a� A i$= Za' i 90o c5 c /. oE.a° E r 8 SEE NOTE 1 INTERIOR EXTERIOR 221 VERTICAL CROSS SECTION Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR I 2-1 /2" MIN. FROM 2-1 /2" MIN. FROM MASONRY EDGE MASONRY EDGE --►� jTYP.) (TYP.) 5 VERTICAL CROSS>Si ION 6 Outswing configuration 11321.10 <i I z S e a a Bn4 J B 4, 4�, 1 I a• I . 'v � II II II &JAMB° II II II MASONRY SEE NOTE 1 OPENING ASTRAGAL AND MULLIONS SHOWN FOR I I N o II REFERENCE II ONILY II II II 2XBUCK II II II II II II II II II II II II II II II II II �I II II II .BUCK ANCHORING NOTES: 1. 114" Elco concrete screws anchoring 2x buck require a minimum 1" clearance to masonry edges, a 1-114" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from ❑.different supplier may hoye different edge distance and center distance requirements. Concrete screw locations at the comers, mullions locations and astragal location may be adjusfed to,maintain the minimum edge d�stpnbe to morf ar jouits, If concrete screw;locafions noted as'MAX ON CENTER" must be dcJlusted to rnainfain the rninimum edge distance to morfartolnts, additional concrete screen may be.repuired to ensure the rhogmum on cerifer dimension is not exceeded. z -1.132 t.,1 D a Er : 7' oF. f t :.9 � l L �o g: J31H4 u. uol{D�nbgg0q 6uuns{n0 114V13Q 1310N 33S N ' . uo1ID{n69.Uoq f) -Ul 111D'13a. laxit 3lOH VIa .8/£ 310H 1310N 33S d L TI I° m A -c mc , m5 n2 m Gay i m 00 �X amom zccj i 7IV130 1 .60'Z £ 1 71MO 39NIH BWVf 3YR11S 1V9Vb1SV 71VJ30170BOV30 8 HXV7 i- IL papaaoxalou q uofsu64tp lelubo uo Wnuifxow eU1 alnsue of paJlnbaJ aQ Adw sma bS'alai5wo IDU011lppo '4UIof JDJJOw of a3UD44l7 a6pa wnwlulw ay{ gquiow of pelsnfpD aq lsnw „a31N30 NO 'XVW: sD palou SU0fj06bI Nl2J3S elaJouo011 •s{ulof jopow of aouDlslp 96pa wnwlulw ay{ uID1uI0w 01 palsn1pD aq ADW SUollDool IDB04SD 1D pUD suo11D001 suolllnw 1D 'SJaW03 aC111D SUO11DOCI MGJ3S a49J0000 's{UawaJlnbaJ aOuojStp JalUa3 puo aouolslp 96p9{uaJalllp anoq /Dw Jallddns;uaJa111p D WOJI sMaJ3s alaJouoo Ionba to uo11n1l1sgnS •sMaJos elaJ3Uoo luaopfpo of eoumoelo,g wnwlulw D put) luawpagwa wnwlulw „y/I-I D 'sa6pa A/UOSow Ol a3UDJoalo „Zll-Z wnWJUlw o eiinbaJ lfls JOfpUD aWDJI BUIJOgOUD SMOJ3S ajaJ0000 MII„1lI 'I 1310N 33S t 310N 33S 1310N 33S dAl uoyonysuoo pnq XZ AiuosDW 9N1HoHJNV 3WVbd :, I 191ON 33S H I I 1V130 33S I I 131ON 33S d I I I I II AINO 30NM3AN % JOd NMOHS f IVJVa1SV I I II I I II 'dAlC IIV130 33S ::9 :S31ON 9WVf 39NIH `N0f19 XZ W 3WVad w 13d �JN N 0 SgNvr I GV3H'dAl A2INOSVW 1 W MASONRY OPENING FRAME N IXBUCK L 28 O E p 0 Z n .252 to arm G @ z SEE DETAIL I I O n m 2 0 a TYP. HEAD & 5 TYP. 27 m o w: a JAMBS SEE NOTE 1 I I TYP. a SEE NOTE 1 e 9 ASTRAGAL I I I w LATCH & DEADBOLT DETAIL u SHOWN FOR REFERENCE II z O o ONLY I I SEE NOTE 1 II o 9 W m� F SEE NOTE 1 F SEE NOTE 1 30 x= II H SEE DETAIL I I SEE NOTE 1 H SEE NOTE 1 to &EZ �,� o0 10 w" V 10 jElm 0 � HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB HINGE DETAIL m Masonry I buck construction SEE NOTE 2� 3 NOTES: e Ln 1. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-7/2" clearance to masonry 2.09" edges, a 1-114" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and SEE NOTE 1 J DETAIL 2 center distance requirements. Concrete screw locations at the comers, at mullions locations and at i astragal locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete 'MAX. F SEE NOTE 1 HOLE ; screw locations noted as ON CENTER" must be adjusted to maintain the minimum edge distance to 3/8" DIA. mortar joints, additional concrete screws may be required.to ensure the maximum on center dimension is not exceeded.ZZ a 2. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8" clearance to masonry 0 z L edges, a 1-1/4" minimum embedment and a minimum 2-1/4—clearance to adjacent concrete screws a+TE 9 3(1` 08 unless otherwise noted by concrete screw manufacturer. HOLE H SEE NOTE 1 3/8".DIA, pwc..:ar: qL a DETAIL 1 DETAIL 1 cHi "er; •' YFS .. �, Inswing c6rifiguiation Outswing'configuration muvuHc Ho: .c FL-11321.10 :; z 0:S7" - [-- 11.25" • 19.38" 21.38" 31.88" 40.89 43.88" ASTRAGAL SCREW LOCATIONS 2" 3.5" 79.38" 21.38" 31.89' 43.88" m I OI l 3.99" 0.479' +{ 0.478" _— z 0 0.975' o 00.335' o g 20.0v El LT I ILL111... I= i i Z 00.34Y ui i 00.168 ui F ASTRAGAL CONCEALED STIFFENER SLIDE SOLT.ROD i 60 61 G2 T o a YP•YoP.$.botlom � ..:z •. •of:awagal =.top through bottom through 1.99' OCIAM.. `iJ:T..:4S.:... E 20 HEAD 11 SIDE Jamb En 4.b6" �{ n o 21 HEAD 8 SIDE Poly fiber jamb o �2.12"-� 29 SIDELRESPACER 4.62"cq —i b 3.4. 3NS WING i1HRESHOLD Sidelite G7. '�LAIING$ETAIL OVERALL ASS THK. 1/8"TEMPERED GLASS AIR SPACE 1 /8" ANNEALED GLASS 0.090" PVB INTERLAYER SAFLEX BY SOLUTIA 1/8" ANNEALED GLASS pnT 2i. Ay.1 : p sxEEr .1 MIAMI-DARE MIAMI-DADE COUNTY, FLORIDA BE METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miam1dade.yov/buildin2code PGT Industries 1070 Technology Drive �7 Py Nokomis, FL 34275 i SCOPE: This NOA is being issued under the applicable rules and regulations governing he use o 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 "FD-750" Outswing Aluminum French Door w/Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision D dated 01/25/10, prepared by the manufacturer, signed and sealed by Robert L. Clark, 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 theBuildingOfficial. This NOA revises and renews NOA # 07-0103.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above, The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY NOA No. 09-1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000-12, Sheets 1 through 12 of 12, titled "Alum. French boor & Side Lites, Impact", dated 12/23/04 with revision D dated 01/25/10, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked up drawings and-instaIlation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on: 1)'Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform. Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4528, dated 02/14/05, signed and sealed by mundo Larga"ad. E. (Submitted under NOA # 05-0419.03) W�-- /B e • n i�� Product ControlV-102 er NOA No..10 ExpirationDate: Februa15 Approval Date: February 10, 2010 E - I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419. 03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-02/04 Maxifiel Perez -,-P.M. " min Product Control Exr NOA No. 09-10 .10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09-0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their, "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for -their "Saflex HIG Clear or colored interlayer" dated 05/04/06, expiring on'05/21/11. 3. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P.E. ' 4. Proposal No. 08-1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 07-0103.02, issued to PGT industries for their Series FD- 750 Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 03/15/07 and expiring on 02/24/10. Manuel P ez, AK Product Control ft4ijnher NOA No. 09-1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) I. GLAZING OPTIONS: A 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/16" LAM[ CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/1_ 6„ LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE,1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" &.090 PVB, 3/16" HS). F. 7/8" LAM[ I.G. CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE,114" AIR SPACE AND (1) 7116" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/18" HS). G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075 VANCEVA, 3/18" HS). H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7118" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.076 VANCEVA, 3/10" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. ®. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: X O XX, XO.OX. XX_X XXO.OXX, OXO, XXX , XXXO.OXXX. OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE &XX AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-4316, FTL-4627, FTL-4528, FTL-4529, FTL-4530, FTL-4921 AND FTL-5941. 8 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS........... 6 PARTS LIST ...................... 7 EXTRUSIONS ................... 8-9 ANCHORAGE .................... 10-1 !'iQE3DUCT RSy9®.e:D a � pllp.ttie FtaMde 8 e ramp Dote W15 i m WPetvi a Prodncf'Ceatrol wmsi n 1141- //// 7j - Robert L. Clark, P.E. PE 039712 Structural r k 1m2ro6 D RFVWAWKMW,BUBHIL.NYDALTERMTGTOPABOTrom"L PEWSE N07Ed f070TECNNOL00YDRIVF NOROMIS, fL 81276 P.O. BgXl67a N011OMIS, FL 34274 FM� ® 0«"pFx GENERAL NOTES AND DRAWING MAP .Alt OfA9Z92 ' C UPDATEDSTREP OCO MBERDE3lONMARUAf.YfiARB, D7E8TRFAORTNUMSRlt& m ALUM. FRENCH DOOR & SIDE LITES, IMPACT Aa ' af/i610 D lwCmNmTfastn U F..h 1?/19/04 L.T. q,K AIM °'""" FD760 ° FUL 1 d 12 p'"�NOi 8000.11 ro,: D '18'NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEXIKEEPSAF.E MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 91 OR92 5/8" EXTERIOR I I INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7/8" NOM. "16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .076" VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 93 OR 94 5/8" EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3/16" TEMPERED GLASS AIRSPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 95 OR 96 5/8'. 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 97 OR 98 PFAI)UCT RRVW.D ea i8 vilthito FbrMa GLASS Ak*fmm5/8 °oir s' ,1 15 BITE t Prodtttt Coa rol Dlvlelp EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 74' LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER xommig n sszla P.0.8gX faro lVOKOMI� i7. Si27I ALUM. FRENCH DOOR & SIDE LITES, II c7W I FUL 2 d 12 ' 6000-11 Robert L Clark, P.E. PE #39712 Structural Table 1. Maximum Design Pressures (Psf) Configuration Width (in) Allowed Glass Types Height (In) 79 VIC, (88) 83 314" (70) 87 3/4" 91 3/4" 95 314" (85 French A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Door A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0- Full Jamb 3B 11/18" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Narrow Jamb 3011/16/, C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3311/10' C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 36 11/16" A. B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Test B - 7/16" LAMI (3/16"HS,.090 PVB, 3116"HS) UPGRADE FIL-4311, 4312, 4315 C - 7/10' LAMI (3/18"A,.075 VANCEVA, 3/18"HS) FTL-4527, 4528, 4529, 4530 D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL4527, 4528, 4529, 4530 E - 7/6" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTI-4311, 4312, 4315 F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL4311, 4312, 4315 G - 7/8" LAMI I.G. (3/16"T, IM' AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 OVERHANG LENGTH OVERHANG X HEIGHTo ® G NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10. SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5941) Po9t;'DUCTAICYiB£D aw ft Cooh dPt wNu otidv eAambace � %� -8 /O a'c��z'015 0%gzt- R'Mw. r----73 13/16" MAX. WIDTH 953/4 i MAX. / HEIGHH T ALL OX OR XO 37' MAX. WIDTH 25" MAX. DLO ALL X UNITS Iva. i MAX. DLO ALL �110 5J8" MAX. WIDTH i i i OXO �+--713/4" MAX. WIDTH 3611 /16" AX. WIDTH 25" 145 3/8" MAX. WIDTH OXXO (SHOWING EACH VERSION SIDELITE r 3611J16" —AA WIDTH NOTES: X XX O (FULL JAMB) O (NARROW JAMB) 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. Fix .Imam ® NOCHANOETHIS SHEET EXAMPLE ELEVATIONS ME ownw C NO CXWW THISSNEST f07� LSW45NE as ' ornd�o O NOS WO MI �tT ao. epxlaze ALUM. FRENCH DOOR & SIDE LITES IMP NOKOM/S. F 1111 ® rl.fa�se °ems ° ie n-.wm F.K. 17/1SA74 4r. 414m FD750 NTS 4 u 12 1 8000.11 vuasDucr carnvausa aMuMb4i Cody, s��oaaal+adio 6x p oaee - 91 B9' . M6rmi ' e 1 DWI A Robert L Clark, P.E. PE #39712 Struolural VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL THIS SHEET INTERIOR VERTICAL SECTION B OUTSWING HEAD 4OR7 ORIGINAL VERSION TOP RAIL 21 ® 55 ALTERNATE VERSION TOP RAIL - q INAL VERSION BOTTOM RAIL A 56 ALTERNATE VERSION BOTTOM RAIL• VERTICAL SECTION D OUTSWING SILL P.O SQXT620 NOKOMlB, FL 94271 SECTIONS ILUM. FRENCH DOOR & SIDE LITES, d rwma a.k n.Mcxa FD?W / 5 a 12 s000-ii PRODUCTUNWED ■o com gvillkilie Vk*b Aftiaoeclo Agt'e ¢ 6apkotion Smisad Robert L. Clark, P.E. PE #39712 Structural OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE Q DETAIL G STILES AT ASTRAGAL `/ DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) P.O. BQX I= NOX MIAA 81274 DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) DETAIL E JAMB, FULL JAMB SIDE LITE UEIAIL I JAMB, NARROW JAMB SIDE LITE IORIZONTAL SECTION DETAILS ILUM. FRENCH DOOR& SIDE LITES, I wu'4B Bak +e n QM. FD7IO 1/2 8 a 12 8000.1f Y (3). 11" T MIDSPAN Pi"cr s¢•vas o ramltlh vii14•gia .dd" waliftcadf 6i<0 rerlBe DnleQ�j �Q15 DW Robert L, Clerk, P.E. PE #39712 Structural FD750 DOOR S PItODUCT RRV'=.D as comr41136 wllh.lhe Flaclda Bowleg Cad9 Rg�1p419Deival8 �15 0a �I ICF11i DWQq DESCRIPTION AK iQ�J208 B UPOA7EHFM& ADDREM8 67AND84. 10NOX0 Af4a3 0� pD,B 16p NOKOAttBa6474 ® PARTS LIST RobertLClark,P.E. PE#39712 Structural r.R oaczroa c ADDm2Ow1u9Es1u Tm ALUM. FRENCH DOOR&SIDELITES IMPACT flow Or ,LIE oJn6°ro D NDaWME6W188NEET F.K. pqg l?1UN L.T. pr; 41M a41T FD760 Om NA bwe 7 m 12 Q1•ror101 8000.11 IMr. D PCTq FRAMEHH'PARTS 1 BOOB FRAME-HHAD&HINGBJAMB 68006 2 8003A OUT-SWIN031LL 680p3A 3 MC OUTSWINOSWCOVHI 66004C 4 BOOB DIHP CAP 68006 3 ...........HPA 91ILR7AMB WEATHERSTRIP SCHI.BOAL U83337i'8500 b 8007 SCREW COVER bg007 7 BOOS lN3TALLPLA78 68009 6 ••••-••••• PRAMBASSFMHLYSCRIBW USX I" PH QUAD 78I A 9 8032 ASTRAOALH4D SEAL 46012 10 8038 OUT -SWING SILL W RISE) 48036 DOOR PANEL, 3 ••- HI?AD SILL @JAMB WEATHERSTRIP SCHLE(LlL U83337I6500 20 8012 STILE 65012 21 8014 TOP RAI HRHADEDRODDffiI@I 68014 22 8013 BOTTOM RAIL, (THREADED ROD DffiI 66013 23 8017 TOPSWEFP 68D17 74 - BOIb BO FD750 FULL JAMB SIDE LITE ITEM DWGq DESCRIPTION P07YJ 1 BOOB PRAMS -HEAD SILL& IAMB 66006 4 BOOB DRIP CAP bgppg 6 8007 SCREW COVER 68007 7 8009 1NSTALLPLATE eg00q B -- ••-FRAMBASSQv1BLYSCREW q6X 1"PH QUAD 781P A ZO 8012 STILE 680I2 21 8014 TOP RAIL 68014 ZJ 8013 80TTOdiRAIL 68013 35 •- —•- THREADED ROD 3/16-IB X 36" bTRODA 36 •-- -•-• FLANG6DHEXNUT 5/16-18 7990NUTA 37 6039 TRUSS CLAMP 60378M 60 •--••g8X3/4"PH DRIVBTIX SCREW 78X34PSTW bl 80Z8 SIDH UTBHEADTRIM bB028 62 8029 STD8 LITEJAMBTRIM 68029 FD750 NARROWJAMB SIDE LITE 1 BOOB PRAMS-HEAD&SILL 66006 4 BOOB DRIP CAP bgppg b BOOT SCREW COVER 68007 7 ' BOOS ]NSTALLPLATE 6B009 8 - -••• PRAMHASSEMBLYSCRBW q8 X I" PH QUAD 78I A 21 8014 TOP RAIL 68014 22 8013 BOTTOM RA]L 68013 35 - ••-•THRBADIiD ROD 5/l6IBX36° 6TRODA 36 ---•PLANOAD HHRNUP S/Ib•18 7490NVfA 37 8039 TRUSSCLAMP 60378M 60 •— •-•gBX3/4'PHS DRIVETIX SCREW 78X34PSTW bl 8028' SIDBLITBHIiADTRIM 6g028 70 BOLO PRAM JAMB 68010 ASSEMBLY HIT 80 8033B FRINCH IXX)RASSHMBLYHFAM 680336 81 - ••-• q 109A X 21/2" PH SCREW 62 •---g10.241iP3CNUT 63 •——•g12X11B•TRHDTIXSCRHW 64 8036 SUB$ILL (OPTIONAL) 68056 GLASS BEADS & 31ISCONE 90 - --•• GLAZIN09PALANT DOW CORNING 983 9930R UIVA[FNC 91 --•• 7l16" LAMINATED GLASS /Ib" ANN, ,09D PVB 3/16° HS 9Z -• 7/16" LAMINATED GLASS /Ib" HS. .090 PVB 3/16" HS 93 —• 7/Id' LAMINATED GLASS Ib" ANN.,,O75 VANCHVA 3/]b" HS 44 •--•»-»•• 7/16' LAMNATED GIA33 116" HS. O75 VANCBVA 3/16" HS 95 •• --• 7/S' LAMI I.Q. /Ib" T. I/4" SPA 3/Ib" ANN„090 PVB 3/I6" HS 96 - •-•••• 7/8" LAMI I.O. /16" T, I/4"SPA 3/16• HS. ,090PVD 3/Ib" HS 97 •-•---••- 7/8" LAMI i.0. /lb" T I/4" SPA 3/I6" ANN..075 VANCHVA 3/Ib" H9 98 •- •— 7{8" LAMI I.Q Ib" T 1/4" 3PA 3/Ib" HS..073 VANCEVA 3/Ib° HS l05 8072 BACK BRAD 68022 8025A SLDACKDIi1D 66026A 8023A 7/16° BEAD 66023A �16 8024A 7/8"IOBEAD 6802AA 1224 VINYLBUIBWS?P HICK 6TP247 .082 14 1.000 7v�lPT 3.036� #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL .050 O7 #8009 6063-T5 INSTALL PLATE .uriz 2.236 .060 —►{ 1.180 4.027 I 583 1 4 1.353 — 1.033 .050 �1 - T�--3.636--►I 1 .040J 008 O OUT -SWING SILL O OS SILL COVER ® O #BDRIP CAP 5 O SCREW COVER 1 o7a 1 .082 2.000 1.940 J_ 1.376 1.498 Vr 683 �I._�3.636 I..---3.990�--� j H5O Y ® 10 #8056 6063-T6 20 #8012 6063-T6 OUT -SWING LOW SILL STILE � T .075 1.938 .100 1,938 1 1 1.46' t 8,250- 4.434--� 22 #8013 6063-T6 BOTTOM RAIL 21 #8014 6063-T5 TOP RAIL O23 #8017 6063-T5 TOP SWEEP 050 797 2.240 #8016 6063-T5 24 BOTTOM SWEEP PRODucr 1mv Sp � wmp. rvleT.:ilisl�ror�n 076 masar"Q cam$ 10 .075 KWrudsa 71=1$ 1.938 .100 � lCxplruEteu Unto -AWE. 1.938 1.467 my 1.170 1 e 8.260 -4.4342.544_:;�' BOTTOM RAIL, LAG BOLT DESIGN 55 26 TOP RAIL # , LAG BOLT DESIGN ASTRAGAL 8015 6 56 rrc tnrzw a UPOR4WrrEwres TEaUSION PROFILESrD0OMORRftww.CBom JAWRMBI D USIONSNEEr. O.N WRW �R. arnaro D NOCMNW8U119MEET' aaagxra2o ALUM. FRENCH DOOR& SIDE LITES, IMPACT RobertL.Clgrk,P.E. etw �'"` ^"� ^t` an; PE #39712 F.K. 4/ero6 F0750 la 8 d v 8000-11 D structural -1.742 —2.260=�-{ .075 .072��353 28 27 08021 B 6063-T6 #8020A 6063-T6 GEAR HINGE, JAMB GEAR HINGE, COVER ,L 050 4`j388 T 2.822—►{ 61 #8028 6063-T5 SL HEAD TRIM �3.775—y 325 126� .060 TI 8a #8056 6063-T4 SUBSILL, OPTIONAL 142 075 .301 1.763 29 #8018 6063-T5 30 #8019A 6063-T6 HINGE, BACK-UP GEAR HINGE, DOOR 062 rJ7 00 70 #8010 6063-T6 NARROW SL JAMB 045 1.169 j 442 .9+ 5 .750 .045 965 1� .045 .818 ►-- 105 #8022 B5 106 #S L BACKBEAD 10 #87716" BEAD ACKBEAD .040 .437 .957 �— 108 #8024A 6063-T5 I.G. BEAD r1.812—.000 m,00 1 1i 37 #8039 6063-T6 TRUSS CLAMP .125 3.251 1.635 #8033B 6105-T5 80 FD ASS'Y BEAM 1--2.313—�� 050 62 #8029 6063-T5 SL JAMB TRIM P�bDCT RwYlalED .� �Ppyt� aanilre rrw muawdhwnscwf 0C cote - , 206 E PraAgol C i*e] btvlal n r K ' taHrme R"a DPoRtosfmwa tOEXTRUSION PROFILES �TECHNOL00YDftNE Aft ea2m C N PAGE NOXOMIA FL 3H70 TM`' NO C)ONGE9 tH,s EHEEr ao. E 1 ALUM. FRENCH DOOR & SIDE LITES, IMPACT Robert L'Clark, P.E. JLR 112f/ 0 D NOKOM/3 FL OW4 ® '� v ft) , a I PE #39712 F.fG3/04 L.T. 4/6f06 FD76O i/Z 9 + 72 8000-11 D s�+�t 'JAMB ANCHORS —L 18.500" HT. QTY. MAX. 95 3/4" - (5) O.C. 91 3/4" - (5) 83 3/4" - (5) 79 3/4" - (5) t 11" I , _T DETAIL A (CONCRETE) ® (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 11"L �� 11" 10.571" MAX. JAMB O.C. 1 ANCHORS —1 HT. QTY. 95 3/4" - (8) 7 91 3/4" - (8) 87 3/4" - (8) 83 3/4" - (7) 79 3/4" - (7) 11" ® DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 20R3 3., U.. 3" MIN. HEAD & SILL ®TYP. ANCHOR CLUSTER (TYPICAL) JAMB ANCHORS HT. QTY. 95 3/4" - (6) 91 3/4" - (6) 87 3/4" - (5) 83 3/4" - (5) 79 3/4" - (5) ® DETAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: 9 OR 2 18.500" MAX. O.C. 11° 12" �11' 3" MIN. -- -- HEAIL &TYP. ANCHOR CLUSTER (TYPICAL) 10.5, MA: OX JAMB ANCHORS ® ® HT. QTY. 95 3/4" - (8) (2)EQ. (3)EQ. 913/4"-(8) S, P TY/' , S, P• TY?. 87 3/4" - (8) 11" 79 3/4" - (7) _T j SEE NOTE 5 REGARDING APPLICABLITY OF ENCIRCLED ANCHOR LOCATIONS ® DETAIL D (WOOD) (2 OR MORE PANELS ANCHOR TYPES: 20113 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREW (G5) ® CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/4" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B. WOOD SUBSTRATE) ® HEAD AND BILL......8" MAX. FROM FRAME CORNERS. JAMBS.....................11" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT W AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS .... 11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 6. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) ® HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS, AND AT 3", 6", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". JAMBS.....................I V MAX. FROM FRAME CORNERS AND 10.671" MAX. O.C. 1' e ' 1"- �..,",.,, 1-7- " Ictw. --unm0ow. I P.O. BQX im tMO&VA FL 3W4 I ALUM. FRENCH DOOR & SIDE LITES. IMPACT I FD760 1 114 1. 10 a 12 1 8000-11 w 0 PRODUCT KCvisgo as eomvp➢ fists r1tftA@ Maddv Raulas coo B DMe r 2D IS Dhis l.Z Robe L. Clark, P.E. PE f3p712 SVuclural ® CONCRETEANCHOR CONCRETE ANCHOR SEE NOTE 1 OPTIONAL WOOD ANCHOR, (NOTE 1) 1/4" MAX. SEE NOTE 2 1/0 MAX. GROUT, 84 GROUT, SEE 8EE NOTES NOTES t s 3.d KSl 1v11f3 _ %EMBED. :.: f • r '<" :.'�;:.+'l ? ~ ; '.' A' SEE ® 3.4 KSI MIN.; '? '' �•' '';:� EMBED. '';; :,:1r r; ,`• SEE 4 �, �� CONCRETE+`. "L ', .. CONCRETE :• t ' ,• :..:.. NOTE 7 ! •,+;.'::' NOTE 1 MIN. 2x WOOD, SEE 1 NOTE 3 TYPICAL SIDE. LITE SILL OPTIONAL SIDE LITE SILL ® TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) i/4" MAX. GROUT SEE '-j NOTE. 5�!j_� 1 318" ' 1/4" c] EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) <;; ��6 >• •,u3.4 KSiI Mlf�.. I :f:,: EMBED ® '. 1/4i'�:':::•CONCRETE'• I..; • ;?,::=. SEE o } NOTE 1 t :.t: �3.4 K51 MIN, re SEE MAX. .I,� CONCRETE; NOTESHIM 1X WOOD SEE NOTE 3 MAX, SHIM CONCRETE ANCHOR, SEE NOTE 1 ®CONCRETE ANCHOR SEE NOTE 1 ® TYPICAL DOOR & SIDE LITE HEAD 2x V SEE NI ®WOOD ANCHOR SEE NOTE MAX. wooD ANCHOR, GROUT SEE NOTE 2 SEE NOTE 5 2x WOOD, SEE OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) 1/4" MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY' APPROVED ELCO 1/4" ULTRACONS OR 1/4" SS4 CRETE-FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314". MIN. EMBEDMENT. IR' ULTRACON -1 3/8".1/4" SS4 CRETE-FLEX -1 3/4". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4' SS4 CRETE-FLEX -1 3/8' MIN, EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T6 AND A MIN. OF 1/8" THICK, THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. 'rAPCCW'70U7MCON7 P.0. B¢X 1m NOx0.N1$ FYWN ALUM. FRENCH DOOR & SIDE LITES li Mw+lasm 1114 er etrt al..ryxa FD760 1/4 11 a 12 8000-11 PtMdDUCTREV:M) n eue,plylegdhhilie FlerWa Bcwftcodg lssB"me rozol5 edEv�i eProdoetCeatteJ Robert L Clerk, P.E. PE 639712 Structural C] EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE ®ANCHOR, e SEE NOTE 1, i;, : 1/4" MAX, SHEET 11 GROUT, SEE NOTE 5 SHEET 11 .pi• I�x t, i�: �; �•:i{%'FINs. �!�• AEMBED. C;:', t{i t. :::':'.'i''.';.i:."•` `s SEE NOTE K$I SHEET II=FE'CONCRETE;;.:•:< TYPICAL DOOR SILL (DIRECT TO CONCRETE) CONCRETE ANCHOR,. SEE NOTE 1, SHEET 11 1/4" MAX. GROUT, SEE NOTE 5,SHEET II WOOD NOTE 2 0 SEE SHEET 11 114" MAX. GROUT A SEE NOTE 5 j SHE T 11 ; EMBED. ' ;. BEE NOTE 1, 1 3/8" ® SHEET II MIN. SI . `'i71 OPTIONAL DOOR SILL (SUBSILL TO CONCRETE) NOTE 3 EET 1j_- TYPICAL DOOR SILL (DIRECT TO WOOD) WOOD ANCHOR, SEE NOTE 1, SHEET 11 1/4" MAX. CAGROUT, SEE NOTE 5, SHEET 11 ,JI �� ]I 2x WOOD MIN. SEE NOTE 3,_ SHEET 11= OPTIONAL DOOR SILL (SUBSILL TO WOOD) 4 AE SEED AE SEED NOTE 1, �+— NOTE 1, CONCRETE CONCRETE I ®ANCHOR, ®ANCHOR, SHEET 11 HEET 11 SEE NOTE 1, ®3/5,: SEE NOTE 2, INTERIOR :s•�:': ® :i;:;..,1 SHEETII MIN. SHEETII (ALL JAMB SECTIONS) ''' ` CONCRETE EXTERIOR >,; �,;.,. ANCHOR, limull ail .,.�. %`.:y SEE NOTE I, 1..,i.:c.;..:.. SHEETI1 3.4 KSI •i; ': �'. CONCRETE } OR 1.5 KSI `•> ::t: ; 3.4 KSI MIN .` MIN. CMU ; ;y;•:1c PRODUCT REYMD CONCRETE` " ''•, ' '•'1 :•, 2XWOOD, pumascooviNh.tltoFlorhiv 1x WOOD, " ^' rt ` `' SEE NOTE 3, Aa _ /O t;•�•�.;:',:':`.. ;:;.;;t •''.`. SHEETII uRphuslunIa f26)Jr- •, SEE NOTE 3, „,,; '•. �'•� I SHEET 11 I 1/4" MAX.- 1/4" MAX. SHIM �•— 1/4" MAX. SHIM "'�I TYPICAL DOOR & SIDE LITE JAMB C, a Fx ray>✓ne 8 CHANM:ADD8UB8LLANDK7EIWATE7OPA8077g41/WLIXfRUBfONB ANCHORAGE DETAILS CHANDEDM/NIG410!'COW/2tETE f0707ECHNOL00YDRfVE '' J.R otd?L49 D ADDEDL0WiV5ff6 L0P11 RMORM2EDDM7AU NOKOMI$, FL 81278 t dR 0112MO - D RD' s""SB"�T P.aegxfa2o ALUM. FRENCH DOOR & SIDE LITES, IMPACT RDDertL.Clark,.P.E. am NOXOMIBR9(274 ° — P-bvea rw : PEk012 F.K.11/2M L.T. 4=5 FD760 114 12 a 12 8000-11 D Structural MIAMI-DADE;C0UNTY,.FL0RIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/buildinecode Amarr Garage Doors. 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed -by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County -Product Control Division (in Miami Dade County) and/or the ART (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 A-IJ 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: Model 950, Heritage 1000 & 2000 Short, Long and Flush Panel. APPROVAL DOCUMENT: Drawing No. IRC-9518-165-264, Sheets 1 through 2 of 2, titled "Model 950 Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel.", dated 06/07/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. Bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this:NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence page E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07.0820.04 Expiration Date: October 4, 2012 _ Approval Date: October 4, 2007 -f Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC-9518-165-26-I, Sheets 1 through 2 of 2, titled "Model 950 Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel", dated 06/07/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC TAS 202-94, 2) Large Missile Impact Test, per FBC TAS 201-94, 3) Cyclic Wind Pressure Test, per FBC TAS 203-94, along with marked -up drawings, prepared by American Test Lab, Inc., Report # ATLNC 0604.02-07, dated 06/30/07, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subject to Corrosive Environments, per ASTM D1654-92 & ASTM B 117-95, prepared by ETC Laboratories, Report # ETC-03-816-13287.1, dated 07/15/03, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS 1. Calculations prepared by Structural Solutions, P.A.,.Project 07-055, dated 07/30/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. STATEMENTS 1. Code compliance and no financial interest letter issued by Structural Solutions, PA., dated 07/30107, signed and sealed by T. L. Shelmerdine, P.E. 2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated 07/25107, signed by Danny Joyner, Applications Engineering Manager. E. MATERIAL CERTIFICATION 1. Test report on Tensile Test for 3 Samples per ASTM E8, prepared by Hurricane Engineering & Testing Inc., Report #-BETI-07-T735, dated 06/26/07, signed and sealed by Candido F. Font, P.E. q'lc 07 los M. Utrera; P.E. duct Control Examiner NOA No 07-0820.04 Expiration Date: October 4, 2012 Approval Date: October 4, 2007 E-1 OPTIDNAL (SUPPLIED CENT. DURA511FE CENTER HINGE ATTACHED E4 T4L (02E' MIN) EXTERIOR SKIN V/ (4) 1/4' x V/ WO GALVANIZATION AND HEX HEAD SCREWSWS BAKED ON POLYESTER FWISH\ s 1/E' IBOA R-TRUSS ATTACHED V/ (ED 1/4' x 3/4• HEX HEAD SCREWS AT EACH CENTER STILE I •3 STEM a 1/E'N X 10 GA (s• R-TRUSS) TTACNED V/CD 1/4• X 3/4' UD HEAD SCREWS AT ENOSTILES AND MFTS �(D UHOER EACH HINGE INTO BACK SXDI TYPICAL TOP FIXTURES ' 1 NTISCAL DURASAFE C NTER HINGE2 N.T.S. TYPICAL DUR AFE END IN E 3 N.T.S. STRUT ATTACHED '4' X 3/4' HEX REVS AT END AND INTER STILE BOTTOM P 13 GA (N; BUTTON BRACKET 12 GA. BRACKET OW THICK ATTACHED V/ (3) L VIM 1/4' X 3/4• HEX O HEM NEAT HEAD SCRCVS qy7 n v/ CONi, N..s. SECTION A -A (SIDE mrw) REV I msmv 11 ff REman YPICA INSIDE ELEVATION INTERIOR OF GARAGE BOTTOM BRACKET4 MA% SIZE N.T.S. 1B' X 14' MAX. WIDTH 1B'0' VERTICAL JAMB DESIGN LOAD DESIGN LOADS +42.0 PSF +378.0 LBS/Ft -48.0 PSF -414.0 LBS/FT fTT I O-1-�I TIT EE NOTE 06PAGE V12 ,IAMB. ATTACHMENT TO STRUCTURE VDDD 1 XEEI'De XCIICLT1/8 7(1[ �ECPTIIONZ C_ ION 2 X S SOUTHERN YELLOW PINE rl-1/E' X E-E/0' X 17-VV 00' SCCTIONS)1 /(NO 2 OR BETTER) --- -� ES GA, GALV, STEEL UNIVERSAL DGUBLE CND STILE ATTACHED S 1/E'N X 10 WITH (2) RIVETS OR CLINCHED (s• R-TRIASS) JOINTS TO DOORS SYW AT TOP AND BOTTOM 2 14GA DURASAFC ROLLER CARRIER'ATTACHEO TD R-TRUS Z. SS V/ (3) 1/4',x 3/4' NEX MAD SCREWS TRACK MDUNTING DETAIL N.T.S. 2 X A VERTICAL JAVA 1TTICHMFTIT 7D W(YX1 FRAME STR I . IR 5/16' X Y LAO SCREWS STARTING 0- FROM ENDS THEN 10' O.C. (1 1/4' EMBEDM" 2 Y A RTI .0 J UR ATTACHAIFNT 7D .BCD PSI CONCRETR HML71 KWIK DOLT 3N X 4' STARTING 0' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/0' X 2-3/4' STARTING 0' FROM ENDS THEN 12' 0.C. (1 1/4' EMBEDMENT) ITIN AMSET REDHEAD (TRU-BOLT) 31W X 4' STARTING 0' FROM ENDS THEN 20' O.C. (2 1/Y EMBEDMENT) 2 X.A OER7ICAL JANR ATTACHMdT TD C-DD RLDCK HALTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING V FROM ENDS THEN 12' O.C. (1 1/4' EMSEOAEAM ITWJ SET TAPCON 1/4' X 2-3/4' STARTING D' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT B' O.C.(1 1/4' EMBEDMENT) -LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A RASH MOUNTING SURFACE •PREPARATION OF WOOD JAMBS BY OTHERS x ON us CNIRSAaC cmuW VWSTDx-SIILFJI, RL Bnw _VVVANARR=N MODEL 950 HERTPAGE 1000, 2000 Short Panel, Long Panel, and P11Aeh Panel SZEJ DRAAM BY SKIII DATE 05AS/O1 WMOG MIM B me BY Mi BATE Lents RC-9518-165-26-1 DOM TNORAS L 9AfE M P.E UC EA W076 ISM I OF 2 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS, THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR, 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +378.0 UOS/FT & -414.0 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.022) MIN. EXTERIOR SKIN ROLLED FORMED, G-40 CALVANIZA11ON W/ BAKED ON POLYESTER FINISH 5. DOORS USE (1) 5.5" 18GA R-TRUSS PER SECTION MD. (1)'3" 20GA STRUT ON THE BOTTOM SECTION. 6. REFER TO TABLE 1 FOR SECTION CONFIGURATION. 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM E330-02, ASCE 7-02, AND FLA.. BUILDING CODE PROTOCALS TAS 201, 202, 203 WIND LOAD DESIGN CRITERIA:' . 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED TAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL AWL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 35,700 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE 13 GA. FLAG BRACKET ATTACHED TO JAHBW/ (3) 5/I6 DIA. X 1-5/8' LAG 1 AND TO TRACK W/ (4) 1/4-20 x 5/8' SPLICE BOLTS AND TABLE 1 DOOR SECTION HEIGHTS HEIGHT Btm #2 #3 T #4 .#5 #6 #7 1 #8 14"0"' 21" 21" :21" 21" 21" "21" 21,1 21" IT 6" 21" 21" 21" 21" 21" 18" 18" 21" IT O" .21". 21" 21" .18" 18" IV" 18" 21' 12'6" 21" 18" 18" 18" 18" 21" '12' 0" : 1"• .21" 21" :21" 21'! 11' 6' 21" 21" 21"' 18! 21" Iva, 24° 18" .:18" 18" $"21 21" 10' 6" 21" 21" 21" 21" 10, v, 21" 21" 21, 78" 9'8" 21" 18" 18" 18" 9 0" 18" ..1,8" 1 18.. , 18" . IS!, 18" 8' 6" 21" 21" 21" 18" 21" 8'0" 21", 18'..98" 18" '21!' P 6" 18" 18" 18" 18" 18" 7 0" 21" .21" 21" 21" 8' 6" 21" 18" 18" 21" SPLICE TRACKS AT THIS LOCATION V/ (4) 1/4120 TRACK SPLICE BOLTS N NUTS SECURE TO JAMB VITH (3) B%16' DLL x 1•5/8' LAG BOLTS (D 5/16, DBU x 1-5/9- LAG JAMB BOLT ATTACHED TO AT EA. JAKB BRACKET 12 GA GALV, STEEL JANB BRACKETS ATTACHED V/ (O 1/4•-20 x 5/8' TRACK SPLICE BOLT B, NUT SEE (TABLE 2) FOR JAMB BRACKET SPACING STANDARD TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS N.T.S. TABLE 2 DOOR HEIGHT TRACK ATTACHMENT SPLICE A B I C I D I E F G' H I J K L M N S g, 6" OF, q41 .27.."'' ;38" .W 7' 3" 14" 27" 38" 46" 56" 88" 76" .7..'14"..27^...'181 .48" •'S8"- ;88" :l " . ' ; .82°. 8' 3" 14" 27" 38" 46" 56" 68" 78" 88" 8'W.- 3 14". :27. •39" :48 46" '88" 7B".'.88„ 84". 9' '3" 14" 27" 38" 45" 58" 68" 78" 88" 100" 3 14" 17".: 38" :46 5v -68" 78" ':88":.9.8": 106!`. 10' 3" 14" 27" 38" 46" 55" 68" 78" 88" 100" 112" 10'8 3" :14! :27".:38", 8":-SW 88" 78,"..88" 100" 1.1:0" 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 1 124" 11.':6"; .3" 19" •.27": 38.". . 8" 'S8°; . 8 78"< 88 1p0° 11p':.120"', '. 130".. 12' '3" 14" 27" 38" 46" 58" 68" 78" 88" 100" 110" 122" 138" 12'6". '3" 14"; 27" 3B"-:'48 56"' ;:88" '.Z81' ;8 " 100" .1.09" 124" 132 142".. 13' 3" 14" 27" 31" 48" M' 68" 78" 88" 100" 114" 122' 134" 148" 13'8"-::.3" '14."- 27" 36°' :46" 58".'88" 77 °: 8.8!' 100":108" 1:22 I34" 14' 3" 14" 27" 38" 46" 68" 68" 78" 88" 100" 114" 122" 134" 146" I6V` .-S j MIAMI-DADS �< t" TAMI=DADE�COTY,YORIDA Em METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI; FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/byIdinacode Amarr Garage Doors. 165 Carriage Court Winston Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Models 950/6551000 & 2000 Steel Sectional Garage Door (9' wide) APPROVAL DOCUMENT: Drawing No. IRC-9509-180-21, titled "Model 950 Heritage, Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels", sheets Ithrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Tomas L. Shelmerdine, 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Dade County approved laboratory selected and paid -by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 32,006 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 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 # 08-0718.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUNTY NOA No 09-0604.03 Expiration Date: September 4, 2013 Ak;;j)Approval Date: July 15, 2009 /�c� Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 08-0718.01 " 1. Drawing No. IRC-9509-180-21, titled "Model 950 Heritage, Model 655 Oak. Summit (24 GA)1000, 2000, Short, Long, Flush and Bead Panels", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 08-0718.01 " 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 9'x 7' Model 950D Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-031?, dated 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM-297, dated 04/09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07-816-20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. C. CALCULATIONS "Submitted under NOA # 08-0718.01" 1. Wood jamb attachment to structure calculations, prepared by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. -None. F. STATEMENTS 1. Statement letter of code conformance with FBC 2007, issued by Structural Solutions, P.A., dated 04/27/09, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.01 " 2. Statement letter of code conformance and no financial interest, issued by Structural Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E. G. OTHER 1. Notice of Acceptance No. 08-0718.01, issued to Amarr Garage Doors, approved on 08/28/08 and expiring on 09/04/13. Carlos M. trera, P.E. Product Control Examiner NOA No 09-0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 E-1 t' 13 OIL GN 3 5/8' 22GA 3 3/A. KM r/ FIE) 'I SIDERMIN I�/(SUPPLE O) 20 TASTABLE ROLLER CARRIER NICHED W/ (0 1/4' x V2' 14GA. ➢URASAFE .T L NUR PER BRAaMT CENTER HINGE ATTACHED ® V/ (4) 1/4' It 5/8' HEX HEAD SCREWS I- THM 3 5/8' 22GA, R-TRUSS ATTACHED W/ (2) 1/4' x ST HEX HEAD SCREWS AT 24 OA MIN EXTERIOR SIGN EACH MITER STILE r/ 0-40 CALVANIZAMON AND ' 10 BALL STMC! 6ANm ON POLYESTER FINISH 'STEM ROLLER CENTER HINGE 2 INSIDE ELEVATION LLER CARRIERS ATTACHED END STILE W/ (3) 1/4' x 5/0 X HEAD SCREWS PER CARRIER 10 BALL STEEL LONG STEM ROLLER .IDE LOCK ENGAGES INTO VERT] !ACK OR BOTH SIDES 5/8' MIN n4GEFENT CDHFDMR?QNG TO SFB( 03-L (SNAP LATCH, OR LOCK B 'THIATA L) ATTACH W/(2) 1/4' x 5/8/9' 'H X 2B OA 2 fIHIST ETR�•/ ) 5R-TRUSS) 1RAM CONT. VFRIICAL JAMB TRACK MOUNTING DETAI sG1Nm2 OR BBEE 1IIL (N0. T N.T.S. O O V PAGE 2 ING HBLES FOR STRUT ATTACHMENT Of STRUT IS REQUIRED) x END HINGE 14 GA FLAG BRACKET ATTACHED TO WOOD JAMB > 5/16 DIA X 1-5/8' LAG BOLTS AND TO V/ (4) 1/4-20 x 5/8 TRACK SPLICE AND NUTS SPLICE TRACKS AT THIS LOCATION W/ (4) 1/4-20 TRACK SPLICE BOLTS Io NUTS SE TO JAMB WITH (3).3/16• DIA x 1-0/0• LAC BOLTS (1) 3/16' CIA x 1-51W LAO SOLT ATTACHED TO JAMB AT EA JAMB BRACKET 12 GA. CALM. SIM JAMB BRACKETS �ATTACHED W/ (1) 1/4•-20 x 5/8' 3 5/8'H X 22 GA, (3 5/8' }-SEE (TABLE 3) ON PAGE 2 R—TRUSS)GALV, STEEL R-TRUSS OR JAMB BRACKET SPACING ATTACHED W/ (4) 1/4' x 5/8' HEX HEAD SCREWS AT EACH END TRACK CONFICURAT16N FOR 8'8' VP TO 14 TALL DOORS STILE AND (1) 1/4' x 5/8' IEX HEAD SCREWS AT EACH CENTER I'P1(SUUCT"VISE0 STILE vs PlyinBV4%lkFlo" U,ddi.&CAaR -,• .,-' __ DE VIEN/� A LAG 5/13' X Y LAO SCRLlVS STARING 3' FROM ENDS THEN 24* O,D. (1 1/Y EMBmMENT) 2 Y 8 RO .AI i uR A1TA PENT 7'O 2000 PS) CONGA TF, NLI X'AIK BOLT J/3' X 4' STARiINO 6' FROM FNOS THEN 24' D.C. (2 1/2' EMBEDMENT) MILS SLEEVE ANCHOR 3/3' X 2-3/4' STARING 3' FROM ENDS THEN 11C O.C. (1 1/4' EMBEDMENT) 1TW/RAMSET REDHEAD (TRU-SILT) 3/0' X 4' STARTING 8' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) 2 Y A YPRKIAL JAUR ATTAINMENT TO C-AG BLOCK II s � ANCHOR 3/3• X 2-3/4• STARING 6• FROM ENDS THEN IS- D.C. (1 1/4• EMBEDITW/RAMSET TAPOON 1/4' X 2-3/4' STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 10• O.C.(I 1/4" EMBEDMENT) 'LAGS AND BOLTS CAN BE COUNTERSUNK TO PROUDE A FLUSH AWNING SURFACE PREPARATION OF WOOD JAMBS BY OTHERS -MINIMUM ANCHOR EDGE DISTANCE 2-3/4' NO 1/3 INCREASE IN ANCHOR ALLOWABLE LOAD DUE TO SHORT TIME DURATION HAS BEEN USED. la I CESOffIDN ff RLma .. .. A JARRM1102VEMM3110 I MAX SIZE B'x/4' DESIGN LOAD +511 PSF -80.3 PSF LARGE MISSLE V 0 k � 165 CARRTAGC COWT WMSTBH—MJX NO. SACS VVVAMAPR.CQN YODEL 150 HERITAGE (PA GA) 1000, =0 L Vdol) 858 OAK SUlOtli�24 CA) 1000. 2000 SHORT. TANG, FLOSH, BRAD PANELS _ SIX DRAW BY DU DATE MAW MEG NDHR B OEM R AM DATE rl/H/DS IRC-9509-180-21 DM M TROUT L S DUUE PE It XR WMI SEE( I OF 3 TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A B C D E I F G H T B` 512" `•1@" 34°;:.'S2,' .:::..: :: 70;112".: 7' 51/2" 16" 3T' 58" 761/2" 8' 51/2" 16' 34" 52" 70" 881/2" E85" E 9' 51/2" 13" 31" 49" 67" 1001/2" :� 9' t)" `:.1 . N . T8"3+4x.:' S2'I ' �7tJ r• >:: .::'• "06i 172'x 10' 5 1/2" 16' 37" 58" 76" 94" 112 112" ;106,' '_:1i" ..16"'•3 !` 1'..k'9W4 11' 51/2" 16" 34" 52" 70" 106" 1241/2" ::. 12' 51/2" 16"37" 58" 79' 118" 136112" " 34: 7 ": :13' 51/2" 16" 3T' W' 76"112" 139' 1481/2" 7$"; :118" 177W7 • 54 12"- 14' 51/2" 16' 37' 58" 79" 100" 121" 142" 1601/2" TABLE 3 TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 13' 6" 21" 21" 21t" 21" 21" 18" 18" 21" 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" 211' 21'•: 18" 1811 21" •'18" .d$" ;2.P 21" 21" 1811 21" 21" 18-1 11' 6" 21" 21" 21" 18" 11'. ". 21" ^.nt8" i8" :18". 10' 6" 21" 21" 21" 21" 916" 21" 1811 1811 18" 8' 6" 21" 21" 21- 18" 18" 18" 18" 6' 6" 21" 18" 1 18" 21" DOOR HEIGHT TRACK ATTACHMENT SPLICE A B FIG H I J K L M N S ':`14. 11It '27! -3 " 56: 11 64 ; .- :.. '•'- " :.:. .,. :....:: -.'''-:' 11 71 311 1 A 1 M-27" 6" 56" 68" 7611 V„�. 11:°/56 ;::..�,;':•:.:;;8' 311 14" 27 3 46" 56" 68" 78" 1 1 8811 1411 2711 3811 46" 5611 78" '88" 1001, (9' +311 lFc;11 i"Q" f i r6�8" .'1-•'le: ,GF" f� 10' 3" 14" 38" 46" 56" 6688}" 78" 88" 100" 112" ,TT ".:c•:1,� „,41r v27" 1"9Y�� 3" 1,4{" 27" 38" 4T/6�." 68" 88" 100" 1,1{0" 12411 .(,1(1Q' :.4:'filt �56" V. �7/8" 12' 3" 14" 27" 46" 56" 78" 89' 100" 110" 122" 13611 411.ar r388" 3>3";. 4f�H' rd��u Q68-1 u;311 �8n':" 1.pd" 'IQ9rr �en U2ir 13' 3" 1411 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" D81L. 1Q8'r 'G,Z?r:l 11 it 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" INTERIOR OF GARAGE MAX. WIDTH 9'0" DESIGN LOADS +230.0 LES/FT SEE NOTE 2 0-271.4 LBS/FT SPECIFICATIONS AND NOTES I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & —271.4 LBS/FT 3. DOOR AND HARDWARE KILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN ROLLED FORMED, G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'O' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8' R—TRUSS PER SECTION - 6• DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. ® B. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE_PROCEDURES DESCRIBED IN ASTM E330-02, ASCE 7-05, AND FLA. BUILDING CODE PROTOCALS TAS 201, 202, 203. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DARE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MM.U.FACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED T6 MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. PRODUCC REVISED as4anptptg wdJrTfr� TH"Iloma lode N"OR .03 Br ►+usrls FRODUCrREVISFD ftcowpb*wwiik 1br1mib AwBounceille iptaer D a>rrat W ®TABLE 4 Section Center Stile Location PanelType (Measured from Left Edge) Width let 2st 3rd (in) (in) (in) 8'0 Long 24.000 48.000 72.000 W-0 Bead 24.625 48.000 71.375 L�� � - Sh OF,`-,'-'� "1168k*,--, 62 Long 24.500 49.000 73.500 8'2 Bead 25.125 T9.000 f2.875 8'4 Long 25.000 50.000 75.000 8'4 Bead 25.625 60.000 74.375 816 Long 26.5DO 51.01DO 76.500 816 Bead 26.125 51.000 75.875 Shqrt.-� 77341.*--"- 818 Long 26.000 52.000 78.000 818 Bead 26.625 52.G00 77.375 -Uarasmim Shon - 27-�*0-14 - -54i00Q 'FRCKXK1 FROD 8110 Long 26.5M 53.ODO 79.500 :.,;m -ply hom wilb tw Fiwi& wm*AF1mft v 10 Bead 27.125 53.000 78.875 �?4099 Erimm = 13E*kwi. 596, ._54.000910 Long 27.000 54.000 81.000 8 i i 910 Bead 27.625 54.000 80.376 Di RLY I DEXIM OF MWO DATE JOY A IMRM102WFBZh=eM&FOXMIDS-12-OBIWI MAX SIZEV x IV DESIGN LOAD$ +51.1 PSF -00.3 PSF LARGE MISSLE IMPACT RESISTANCE 2karr 165 CARAMM =Wr WWSTON-SALEM, KM 8710 %?VVAKWRCnH MODEL 950 HERITAGE (24 GA) 1000. 20DO ®MODE,055 OAK SUhWT (24 GA) IGGO. 2000 SHORT. LONG. PLUSH, AND BEAD PANELS SZ WAYN BY DU DATE 0/12P W= Rue B 010D Iff Aff DATE OJP4)W K-UN9-180-21 DIM WX L XWW RL W k WMI 90 7 (F 7 QOD MIAMt 2DA1)r= MMMI-MADE COUNTY PRODUCT CONTROL SECTION BUILDING AND-NE-IGHBORHOOD-C-OMPLIANCE-DEPART-MEN-T-- fBNC) 1-1805- SW 26- Street, Room 208 BOARD AND CODB ADMINISTRATION DIVISION Nflamt Florl4da33175-2474 T(786)31'5=2590 'F(786)315L2599 NOTICKOF ACCEPTANCE (NOA) wwwaniamidade.goy/b.pildingy/ Entegra Roof Tile, Inc. 1289,NE* 9 1h Ave. Okeechobee,YL4 349.72. SCOPEE N. y This N.OA.is,being issued under -the applicable-, rules s- and- regulations govetnitig-the use ction. rials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control --Section to -be used in-Mismi-Dade-County and other areas where allowed-bylh6'Authority'RaViiig"IuCi§diction (AYU)- This NOA sliall not be'valid after the zxpirdtibii -date stated'below. Thd Miami -Dade County Prodbot Control Section (In Miami Dade County) and/or the AHJ (in areas other than *Miami Dade County.) reserve the right to have this.,product or material -tested Ro ' r ' qu ' ality assurance purposes. if. * this product or material .fails to perform in the accepted mannerAhe manufacturer will incur the expense.. of such testing and.,the AHJ may immediatdly..rev6ke,.modify,-or..suspend the .use -.of such -product or material. within their -jurisdiction. BNC reserves the right to. revoke -..this- acceptances if it is -determined,- by:Miarni=1)ade County -Product -Control -Section that this- product or material fails to -meet the requirements of the applicable building code. This product'isapproved-asdO,sctib'ed'herein, and has been d6sign6d"to'comply with the Florida Building Code including the High Velocity Hurricane Zone of the'Florida Building Code. DESCRIPTION: -Bermuda -Concrete Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city; state and -foliowing.-statement.---'LMiami"Dad.e Couhty'.Product'Controi Ai pproved"l-, unless -otherwise noted *herein. - RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been tiff''` change in the -applicable -building code negativel y -affecting the-peifornzance of this product TERMINATION of 'this NOA will occur after the expiration date of 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 pxoduct,. for sales, .advertising. or any.. other purposes shall -automatically terminateAbis NOA- Failure ..to. comply with-an.y,secfion,of.thi&.XOA..shall-be.c ausefor-termination and -removal -o-f-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 140 Aall be aVAIAWf6r inspecfidji at the jdb'site at the request of the"BWlding Official. This renews rNOA #46-0518101 and, consistsofpages I through 6. rhd submitted'documeatation was reviewedby Alex Tigera. NOANo. 1.1-0414.04 Expiration Date,.-06/07/16 Approval Date: 05/26/11 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: .Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This revises .a roofing -system using Ei tegra Flat Concrete Roof -Tile, as manufactured Entegra 'Roof Tile Corporation in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High.Veiocity Hurricane.. Zone. For the locations _ where the .pressure requirements, as determined by -applicable Building Code, -does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION .Manufactured by Test Product At�t�lieant Dixn� ensions S12ecifications l?eseriartiori Entegra Flat Tile 1 "-161" TAS_ 1.12 Flat profile, interlocking, high pressure W . � 1p" extruded. concrete, -roof tile equipped with two.. nail. holes. For mechanical, mortar or adhesive set, applications.. Trim Pieces l = varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1 YJANuACTURING LOCATION 2.1.1. !Okeechobee, FL. 2.2 EVIDENCE SUBMITTED Test Aaency R:edland Technologies The Center for Applied Engineering, Inc. The Center for Applied. Engineering; Inc. The Center for Applied Engineering,.Inc. MIAMFDAADDE C=DUNTY Test Identifier Test Name/Renort Date 7161-'03 Static Uplift Testing. Dec. 1991 Appendix III PA 102 & PA 102(A) 94.0.$4 StaticUplift,Testing May 1994 PA•4.01(Mortar Set) 94-060A Static Uplift Testing March, 1994 PA:101 (Adhesive .Set) 254094-2 Static Uplift Testing Oct. 1994 PA 102 (41, Headlap, Nails, Direct Deck, New Construction) NaA- No:114414.09 Expiration Date; 06/07116 Approval Bate; 05/26/11 Page 2 of 6 The Center for Applied .25-7094-8 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Battens) The Center-forAppliedl 25-7.094 S -.Static U..p1ift Testing Oct. 1994 Engineering, Inc. . . .PA.102 .(4" -Headlap,_Nails, _Direct.Deck, Recover/Rerooi) The Center%rApplied _25-71.83-6 -Static-Uplift Testing Feb...1995 Engineering, -Ina PA .1.0.2 (2 Quik-Drive Screws, Direct Deck) The Center. for Applied .541S3 S -Static Uplift Testing _Eeb.1995 Engineering, Inc. PA 1.02 (2 Quik-Drive-Screws, Battens) The Center.forApplied 25772I 41 -.Static Uplift Testing -March,1995 Engineering, -Inc. PA 1.02 {1 Quik-Drive Screw, Direct Deck) The CenterforApplie-d 25-.7214-6 -StaticJJplifS-Testing March,1995 Engineering,.Inc. 'P.A .1-02 -(I-QuikDr-ive Screw, -Battens) . Redland Technologies 7161=03 Wind Tunnel Testing Dec. -1.994 Appendix 11 .-PA 1.08. (Nail=Oa) Redland Technologies Letter'Dated Aug. -1, -Wind Tunnel -Testing Aug. 1994 1994... PA..1.0.8 .(Nail -On) Redland Technologies P0b31-0-1 Wind Tunnel Testing .July 1994 PA.108-(.Moddr Set) Redland Technologies P0402. WithdrawalResistance TestingofSept 1993 screw -vs. -smooth shank nails The. C.entmbr_Applied -Project -lo..3-0.7025 Wind .Driven -Rain bot. -1994 Engineering, Inc. Test.#MDC--77 PA 1.00 Atlanta.'. Testing_&- R1..894 Physical Properties Aug. 1994 Engineering,. Inc-. R2.894 PA 112 R3:894• . . Professional Service. - 395-40011-1 Physical Properties Feb-2004 Industries, Inc. PA 1.12 ..Celotex.Corporation 520.1.09-1 Static L,lplift Testing -Dec. 1998 Testing- Service 520-1-11-4 PA 1-01 Celotex-Corporation.... 5201.91-1, Static. Uplift Testing March 1999 Testing Service . PA 101 Walker -Engineering, Inc. Calculations Aerodynamic Multiplier . March 2004 Walker -Engineering, Inc. Evaluation Calculations 25-7.094 Feb 1996 Walker -Engineering; Inc. Evaluation Calculations 25-7496 April 1996 Walker Eng veering, .Inc, Evaluation Calculations .25-7584 December 25-7804-8 ...4996 25-7804-4 �c 5 25-7848-6 Walker. Engineering,. Inc. Evaluation Calculations 25-71-83 �March.1.995 Walker Engineering, Inc. Evaluation Calculations Restoring Moment, .M. March 2004 Walker Engineering,..Inc, Calculations-.. Two Patty -Adhesive Set System- April-1.999 N-uttingEngineers 1.3.341.1 T-AS 112 05/06/08 NOA, No, 11�0414.09 Expiration Date::06/07/1.6 M AMI-DAUE CouNrY Approval Date: V5126/11 ,...� r Page 3 of 6 3. "timiTATioNs: 3. 1. ..Fire classification is not part of this acceptance. 3,2 For mortar or adhesive set the #pplicalions, a static field uplift test in accordance with TAS 106. may- required, refer.to applicable. building -code. 3.3 A p_ plicant shall retain the services. of a Miami -Dade Count a re y Certified Laboratory to perform quarterly -test -in accordance with.-TAS 112., appendix 'A?.;� Such. testing shall besubmitted to the Building and Neighborhood Compliance Department - ProductSection Control Se lon for review. 3.4 ..Minimum:underlaynwnt,shall,be.in,ecimpliancz with the applicabk RoofingA—pplication 4 Standards listed section 4.1 herein. 3.5 .30190. hotmopped underlay-ment applications may be installed perpendicular to.. the roof slope unless stated otherwise by the under1gyment material manufacturers urers; published Literature, 3,6 This acceptance i- s- -for- wood deck applications. Minimum. deck requirements shall be in 99mpliance with applicable building code., 4. . tw-A'LLA-TioN 4.1 Entegra'Flat' Concrete Roof Ti 'le and its components shall be installed in strict compliance with M iam � Dade County Roofing -Application Standard )SAS 1, J & R-A$ 119, and RAS, 1-2, 0'. 4.2-fDataor:Attachmen Calculations. Tablet: Average.WeIght,(W). and. Dimensions,(] x.w.) TilePT.ofile ._.WeightM..(lbf) _Length 4 -Ift) WdWw-4ft) Entegraf-lat Tile- 49.7 133 .833 Table 2Aerodynamic Mufti pli6is - X fE Tile ..-Profile .._Batten..fication.'.'. ...-Direct-Deck.•Application X (fe).. Entegraflat Tile- 0.189. Table 3r; R storing,Wments due to Gravit f - M, (ft Jbf) Tile Profile- - 3"A27" W': 12" .5".72" ,S .12 Entegra flat Tito °Sattens Dffiact - D6ck Battens Direct. Deck- --Battens Diiect- Deck Battens- --Direct,:i,*i3attens. Deck - ° Direct ,-Deck -63 -97 --6.43 6.29 - 4 —6.:54-t -6-97 � 6.35� NOA-No. 11-0414.09 Expiration Date: 16/07116 MIAMI-DADE-COUNTYM,. Approval -Date: 05/26111 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile. Fastener Type Direct Deck Amin 16132" plywood)..:fmin.19/3211 Direct Deck plywood),. Battens Entegra.. 24.0d.Rin .Shank: Nails.. .. 30.9. 38..1: 1.72 Flat Tile .1AOd Smooth.or.Screw Shank Nair 7.3 ..9:8 4�9 240d-Smooth-or-Screw - Shank, Nails. 14.0 18:8 7A' .1 #8 Screw 30.8 30:8 48.2 2 #8 Screw 51:7 51.7 24.4 1-10d-Smooth-,or Screw Shank Nair field Clip) 24.3 24 3 24:2 1-10d Smooth -or Screw Shank -Nall: (Eave Clip) ..19:0 19:0 22:1 2-1 Od-Smooth or Screw Sha'nk'Nails field Clip) 35:5 35:5 34 8 "240d-Smooth'or.`Screw Shank' Nails' Eave Cli . 31.9 ' 31:9 "32.2 2-1 Od Ring Shank Nails 50.3 65.5 48.3 l Installation with a 4" the headlap and fasterners are located a min. of 2'/" from head of tile. Table 5: -Attachment Resistance Expressed as a Moment Mf (ft Ib€) for Two, Patty Adhesive, Set Sys ms Tile Profile, Tile Application -Minimum Attachment Resistance Ent ra.Flat.Tile- Adhesive- 31.3.. 2 See -manufactures -com onent a roval •for installation -requirements. 3 Flexible Products, Company-TileBondAverage�weight-per patty 13:9,grams. : Poi foam Product, Inc; -Aver ewei ht r atl •B- rams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) . for Single Rat Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance .Entegra..F.lat.. ..,Pol Pr.OTM 118-9 TiI_e-� Pot PrOTM y 40_4. . 4 Lar a add laceme_ of 45 grams of Pol ProT'4. 5 Medium paddy pjacement of 24 grams of Pol Pros"', CMIAMWDADEC=OUNTY NOA No.11-0414.09 Expiration Date:. 06/07/16 . Approval Date: 05/26/11 Page 5 of 6 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved", ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6�1 -Application for building permit`ghall`bc'accompaniedtiy"copies of the following: 6J.1- This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING ENTEGRA ."FLAT" CONCRETE ROOF FILE ..i 16" _ - 1, FIELD TILE THICK BUTT TILE END. D.YTHIS ACCEPTANCE. NOA No.11;;0414.09 Expiration Date: t16/07/16 MlAMI•QADE COUNTY ... Approval Date: 05/26/11 Page 6 of 6 MIAMI•t7iADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Stiee% Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miantidade.gov/building/ Poiyfoam Products, Inc. - 11715 Boudreaux Road Tomball, TX 77375 - SCOPE: ,1 This NOA is being issued under the applicable rules and regulations governing the use of 68ristr"ucti6n materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)- This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this. acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Polypro® AH160 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 renews NOA# 06-0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY ,...m NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use mith approved flat, low, and high profile roof tiles system using Polypro(M AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro®AH160 N/A �TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack@ 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft,3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks CIosed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11-0124.04 Expiration Date: 05/10/12 M�AM�DADECbUtm Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test_ _Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 .02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 'l08 11/16/94 01-6739-062b[l) ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro®AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be'in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their the assemblies shall'test in accordance with TAS 101 with section 10.4 as modified herein. F _W 2 FfMS NOA No.:11-0124.04 Expiration Date: 05/10/12 MIAMFDADECOU�ITY Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 maybe used with. any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyprog AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, .to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro8 AH160 roof the adhesive and its components shall be installed in accordance' with Roofrng:Application.Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be.by a Factory Trained 'Qualified Applicator' approved and -licensed by Polyfoam Products, Inc. Polyfoam Products Inc, shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" .component shall be maintained between 1.0- 1.15 (A): L0 (B). The dispense timer shall be set to deliver 0.0175 fo 0.15 pounds per the as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foarripro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. rams Two Paddy Weight per paddy Min. rams Flat, Low, 14gh Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17/side on cap and 34/ an N/A Flat, Low, High Profiles #2 24. N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to property evaluate the installation of this system. NOA No.: 11-0124.04 MIl4MFDADECQUNTY Expiration Date:-05/10/12 ... l �gly, Approval Date: '04/14/11 Page 4 of 7 Nall through plastic convent Undidayment 10 In. In Ebwo Course ADHESIVE PLACEMENT DETAIL I SINGLE PATTY �avo course only, Fascia Keep adhesive approx. 4 IIL Up from weephole$ Nall through plastic cement Undeftment 21n .` Eava CD660 Eave, course only: Keep adhesive approx. 4 In. up from weepholes Paddy (Beneath Tfio) Fascia Weephob ro D edge 1) Place enough adhesive to athlowo 117 to 23 Optional 2X4 6 forSte licationa NoUthrou square Inchas In tordact Wh the pan U16 OP p gh plastic cannt 4 Turn covers upside down. Place adhesive 112 1% TO I in. From outside Gap 01cover 11111. Then Install the file. Undorlayment 0 ReMMOV top porflon Sheathing ofthe save couroo cover Me. Abut losecojul course of Opilorkal pan Ulm Ensure me end of pan and cover Ules are Potts up Moder flush sleeve line. ORMONAW edgescifit; Eeveclosure Weophole Fasciallow (Mortar shown) NOA No.: 11-01-24.04 MIAMIExpiration Date: 05/10/12 W-DADECO MkLlrjqlz Approial Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (Beneath Tile) Nall through plastic cement Paddy (Beneath Tile) Underiayment °� Underiayment ° Tin. 2In. r _ Eave Course ° vV2 In. ° Fascia Fascia Weephele Eave Dourbe Eave closure Eave Closure Drip age MIAMt•DADE COUNTY NOA No.:11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under tile ° (between tile) Underlayment Single paddy between file ° Paddy (under tile) 21n. x 7 In. medium size paddy save course only Single paddy*in.x 3 in. x 3 in, under file \ 4 In. = I Single 4 In' J� Z I". Single paddy an 2 in. paddy on under- laymenE t under- layment , �•'�j � Eave course Single paddy on top of tale Fascia Single paddy in. X 71n. medium Eave Course Weephole Eave closure on -top of file size paddy eave Drip edge Fascia course only Nail through plastic cement �Mel-In. x3In. 4 Single paddy on underlayment 2 ° Single paddy on too of file Eave Course Single paddy between file // 1 r Eave Closure 21n. x 71n, medium size paddy save course only Fascia END OF 'PHIS ACCEPTANCE NOA No.:11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7