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WS-11-1293Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162170 Permit Number: WS -7 -11 -1293 Scheduled Inspection Date: September 20, 2011 Inspector: Bruhn, Norman Owner: LIU, ANNA Job Address: 645 NE 92 Street 15 -D Miami Shores, FL Project: <NONE> Contractor: RCI DESIGN & CONSTRUCTION INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060430080 Phone: (954)892 -8289 Building Department Comments REPALCE 7 WINDOWS Inspector Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 19, 2011 For Inspections please call: (305)762 -4949 Page 8 of 31 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: NIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST PLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode 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 Ho __: !; a s' :<<�;."` — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10 sheets 1 through 11 of 11, dated 02/28 /2006 with the Industries, Inc., dated 08/10/2007, signed and seal County Product Control Revision stamp with the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 revises NOA No. 06- 0405.06 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 Manuel Perez, tal Roller Window, Impact",. 04/15/2007, prepared by PGT bearing the Miami Dade r and expiration date by the NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 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 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, 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, 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, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) E -1 Manuel Per Product Control NOA No 07 -U .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07 /18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06-0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN 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. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16° LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7%16° 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. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN ,090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S/. FLEX /KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16" LAMI 13: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" 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 10: (1) LITE OF 1 /8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16° OR 1)4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116° ANNEALED (MIN.) GLASS, 3/16' OR 1/4' 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. 13/16° LAMI IG: (1) UTE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE 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, SHEET 3) 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 TAr3LES ASTM E 1300 -02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. z7. REFERENCES: TEST REPORTS FTL -4858, FTL-4859 AND FTL -5330. ELCO TEXTRON NOA: 040721.01, 03- 0225.05 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, cwitzfikgcaEpppw14cmictiNG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • 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 itevatISF Oft FK. 4/15/07 Reader. Date; F.K. 10/17/08 Re Dam: FK. 5/13/08 paw Br Dale: F.K 2/28/06 Rational C ADD FTL -5330 TO NOTES 7$ CHG. NOTE 8 TO CURRENT EDIT. ROVINGWC B CHANGE TO ASTM E 1300.02 RaNeb% A ADD AIR SPACE DIM. NOTE 1. TECH. REF. NOTE 78 NOTE 8. Cbededer• Oste: J.J. 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. ?9X 1529 NOKOMt8. FL 34$74 Visibly Better GENERAL NiO'1''Ee _` Taw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Saiwmadat 11R710 NTS 1 m 11 rn. 4127-10 Pam C PRODUCT REVISED ty complying wittt the Florida E:04:ag Coda ACWjACIICO No 0 0 E:rpirrtiunDate ' f9,: 705 Robert L, Clark, P.E. PE 1109712 Structural 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE 63,64,65 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 v 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER — .- 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16° LAMINATED GLASS GJ EXTERIOR INTERIOR [� (ALL SECTIONS) 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5116" OR 318" AIR SPACE 1/8" OR 3/16° ANNEALED (MIN.) GLASS 13/16" NOM. 13116" LAMI IG GLASS W/ 5/16° LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16° 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 PRODUCT REVISED as compi/inS with the Florida Building Cudc Accep.a a No 0 ration Date Rend Dy:Da PH. 4/15107 C NO CHANGE THIS SHEET Dp Fit 10/17/06 B NO CHANGE THIS SHEET Pond er+ F.K. Oafs. 5/13/08 ae"mrom: A ADD AIR SPACE DIM. TO LAM 10 DETAILS Drawn or F.K. 2128/06 anammnet ae°. 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. GOX 1829 NOKOMIS. FL 34274 PG" Visibly Batter OaSneft GLAZING DETAILS Taw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s rieelgwbt HR710 aar, I Shea &ate No.. Full 2 a 11 I 4127 -10 Ron C Rol rt L Glark, P.E. PE #39712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 60 5/8" +60.0 64" 60" -60.0 +60.0 -60.0 +60.0 -60.0 63" +60.0 -60.0 96" 106 318" 108" 111" UP TO 111" UP TO 111" A,B,G,H A,B,G,H A,B,G,I-I +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -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 +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 +58.8 +55.2 +54.6 -58.8 +56.2 -56.2 -55.2 -54.6 +52.3 +51.7 -52.3 -51.7 A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 C,1 +60.0 -60.0 D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 88 7/16" A,B,C, G,H,I TO 86 7116" D,E,F, J,K,L +60.0 -60.0 +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS (toTYPE ("o �� A)3,G,H- 66" A,B,G,H +75.0 72" A,B,G,H +75.0 74 ") OB,G,H +75.0 C,D,E,F, I,J, K, L UP TO 74" WINDOW HEIGHT 28" +75.0 36" 38 3/8" 48" -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 co 5 51,8" 7) +75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 54" -75) +75.0 -75.0 +75.0 -75.0 +75.0 60. 63" -75.0 +75.0 -75.0 +75,0 -75.0 -75.0 +74.2 -74.2 +70.2 -70.2 -75.0 -75.0 0+75.0 713)+75.0 -75.0 +69.6 -69.6 +65.2 -65.2 +68.1 -68.1 +63.8 -63.8 +75.0 -75.0 GLASS TYPES: TEST REPORT FTL •4858 (XO) , FTL -4859 (OX & XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" AD B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/18" LAMI - (3I16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) Rawer F.K. itmed FJC. Rend*.. Dem. F.K. 6/13108 amen e,: 094r F.K. NEWS G. 13/16" LAMI 1G -1/8" OR 3/18 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) H. 13/16" LAMI 10-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5116" 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) K. 13/16" LAMI I0-1/8" OR 3/16 "A, 3/16" OR 114" SPACE, 7/16" LAMI - (3116 "A, .090, 3/16"HS) L 13/16" LAMI IG -1/8" OR 3/18 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI • (3 /16"HS, .090, 3 /16 "HS) c^.174::.; i: •.vith the Fle &le Amptia ce No 07- 0815.p9 - ireticn Detc F Deter -ae.ffihner 4/16/07 C ADD INTEGRAL FIN OPTION & UPDATEASTME 1300-02 DP5 10/17/08 REVISE DP TABLES TO AVM E 1300.02 W A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Checked*: Dar J.J. 3/23108 1070 TECiINOLOGY DRIVE NOKOMIS, FL 34275 P.O.9OX 1529 NOKOMIS, FL 34274 � Visibly Fetter DESIGN PRESSURES rar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s"raar der HR710 scale; lamer N7S1 3 m 11 nphk 4127 -10 Rsc Ci 27318° MAX. DLO —.— VENT 54 5/18" MAX. DLO FIXED —1 i B 11•111311 012. 0 1 UMW 110° MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME 57 3/8" MAX. DLO ALL FIXED LITES DETAIL B - XOX (1/4-1/2 -1/4) 33 DLO MAX. DLO FIXED 33 9118° MAX. DLO VENT 58" MAX. DLO ALL VENTS 62° MAX. I.F. FRAME ALL. CONFIG. 73° MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME Royal 13y F.K 4/15/07 RI Sr F.K. 10/17/06 Rand EPA Va$• F.K. 5115/06 ewer. vatic F.K 2128/06 Reldskm R te. B DETAIL A- OX OR XO ADD INTEGRAL FIN FRAIt'aE1l t7tfi7f7 MENSION3 AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. f' 83° MAX. FLANGE FRAME ALL CONFIG. 85 7/18° MAX. WIDTH I.F. FRAME - -►I 88 7/18° MAX. WIDTH FLANGE FRAME NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DETAIL C - XOX (1/3- 1/3 -1/3) SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) F: "r VIED :" REwith S the Florida Luc ..cce iVo C Br �aatiott Late 4'&IFis p By Miain Divi L/ /. /ado`+' .0 NO CHANGE THIS SHEET A NO CHANGE THIS SHEET J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1029 NOKOMIS, FL 34274 Pt GT Visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT PartssRikdet /114710 emit anosr. NTS 14 of 11 Ormvba Na 4127 -10 C A L. Clark, P.E. PE 439712 Structural EXTERIOR k--- MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION — XOX SHOWN WITH FLANGE ® E) MAX. HEIGHT FLANGE FRAME INTERIOR +- MAX. FIXED DLO -- -4 MAX. VENT DLO MAX. WIDTH (1.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION — OX SHOWN WITH INTEGRAL. FIFRAME) EXTERIOR INTERIOR SECTION C-C Q Q i SILL VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME)Q HEAD t?r.Y i i ng with tho Flmido A.7c.T my Na Wain PM By Rem) itot F.K. Wedgy: F.fC : 4l1577 C ADD INTEGRAL FIN FRAME ITEMS 41, 42 AND 43 AND VIEWS. tetra 10117/6 P.D. BOX 1829 P ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F. 51 3(0 A ✓ CHANGE THIS SHEET NOtQ1�tt8. Ft 34274 Visibly Better a«as ,ra• emm w�umarx star F.K. 228106 J.J. 323/06 HR710 Half 5 d 11 4927 -10 C 1070 TECJINOI.QOY DRIVE SECTIONS B NO CHANGE TH(S SHEET MAIMS, Ft. 34273 Raft*: Mete t Vac ITIM DWG# REV DESCRIPTION MAT'L PG'IW 1 4102 A FLANGE, FRAME HEAD 6063-T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL 612244 3 #8 X 3/4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6AL 64137 8 4131 ROLLERTRACK 6063 -T6AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 3 4002 A FLANGE FRAME JAMB 6063 -T6AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 16 4110 G SCREEN ADAPTOR 781PQA 6063 -T5 A L 641100 17 4054 B FIXED MEETING RAIL 6063HD -T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 616830 23 225.1 ROLLER HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMIETINGRAIL 6063HS -T6 AL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S16G 35 10% SWEEP CATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL SMS 7858 37 4126 38 1683 39 7070 SASH SIDE RAIL 6063 -T5 AL 64126 WSTP.,.250 X .270 BACK, FIN SEAL 616830 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 41 k 4139 J.F. FRAME HEAD 42 4140 LF. FRAME SILL 43 4141 LF. FRAME JAMB 74078 "C" L OR R 6063 -T6AL 64139 6063 -T6 AL 64140 6063 -T6AL 64141 Q 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING HEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (FE UN) 6TP248K 53 4039 B (AZING BEAD -5/16" 6063-T5 AL 6403913 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 59 985 C 4067 GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 GLASS 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 5/16" LAMI (1/8" HS, .090 PVB, 1 /8" HS) 63 " 7/16" LAM1 (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 7/16" LAM! (3/16" HS, .090 PVB, 3/16" HS) Data: 4/15x07 oder 10/17/06 Daac 6/13x08 ReYldtge: C ADD ITEMS 44, 42 B 43 B A NO CHANGE THIS SHEET DriMn F.K X8/08 award ay J.J. ADD SPACE DIMENSIONS ITEMS 66 77IRU T7. n3/08 I 1070 TECr4NOLOOY DRIVE NOKOMIS, Fl. 34275 P.O. BOX 152o NOKOMIS, P.34274 T EM DWG# awl DFBCRIPIION j MAIL I PGF# 66 -GLASS, 13/16" LAM1 IG- 1/8 "A, 318 "AIR SPACE, 5/16" LAM! (1/8"A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI 01/8 "A, .090 PVI3, 1/8"HS) 68 " 13/16" LAM! IG-1 /8 "A, 3/8" AIR. SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 69 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 70 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/89-1S) 71 13/16" LAME IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "HS, .090 PVB,1 /8"HS) 72 " 13/16" LAME IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3/16 "A, .090 EVB, 3/16"A) 73 ' " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAM! (3/16 "A, .090 PVB, 3/16" EIS) 74 13/16" LAMI IG- 1/8"A,1/4" AIR SPACE, 7/16" LAMI (3/16115, .090 PV), 3 /16 "HS) 75 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 EVB, 3/16 "I -IS) 77 " 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI(3 /16 "HS, .090PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR. & VFR.) 3105 -H14 AL 91 1630 SCREEN CORNERKEY 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 SCREEN CLOTH 2 710 --�► OA#4139, 6063-T6 IF. FRAME HEAD 2.784 .062 — 1.988 OA I.F. FRAME JAMB #4141, 6063 -T6 E dr_ Visibly Better 7 3.162 2.710 42 .F. FRAME SILL ® #4140, 6063 -76 PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT PRODUCT REVISED as complying with the Reside Building Code Acceptant No 0 Expiration Dine Sm,esnAuQe HR710 NTS 6 ." 11 4127 -10 Reg. C beYt L. Clark, P.E. PE #39712 Structural 2.710 1 0 FLANGE FRAME HEAD #4102A, 6053-T6 T i"- 1.45'I-{ QSASH STOP #4025, 6063-T5 I U 1• 21 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 1.1.83 .050 1.09640, --•*-I 0 GLAZING BEAD, 5/16" #40448, 6063 -T5 (USED W/ GRILL KIT) 1 .678 .062 I--- -- 2.710 -- —+ 1 6 FLANGE FRAME SILL ��.. JJ #4136, 6083 -T6 .061 .46 O HORIZ. ROLLER TRACK #4131,6083 -T6 2 1.187 1.081 32 SASH MTG. RAIL #40060,6083HS -T6 .050 I .678 1.086÷---H T 55 GLAZING BEAD 7116" #4222A, 6063-T5 52 .06 n FRAME SILL ADAPTER �� JJ #4137, 6063 -T6 1.118l L1.4031 17 FIXED MEETING RAIL #40548, 8083HD -T6 37 SASH SIDE RAIL #4126, 6063 -T5 .050 -+-t .678 1.115 -� �-- -•-f CD GLAZING BEAD, 7116" #9850, 6083-T5 (USED W/ GRILL KIT) --1.5131 .738 0 SASH STOP COVER #4053, 606375 T 1.363 13 FLANGE FRAME JAMB #4002A, 6063 -T6 I-»-- -2.784 .050 1 .678 1.096 T' �l a53 GLAZING BEAD, 5/16" #40398, 6063 -T5 .683 .050 .097 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with the Florida 5&Idiog Code Acrxplasice No 0 Expiration Date Rend* Data FIG 4/15107 C NO CHANGE THIS SHEET Renaty F.K. Daze: 10/17/116 Rerpm'mr B NO CHANGE THIS SHEET Rend& oera: Rerktcns: F.K. 5113106 A NO CHANGE THIS SHEET Cram 6y: Wle: Cheokeel ay, 08Ar F.K. 2/26/6 6 J. J. 3123106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1528 NOKOMIS, FL 34274 TEXTRUSIONS Telee HORIZONTAL ROLLER WINDOW, IMPACT HRT10 Half , T ct 11 4127 -10 C VtsdhIy .Better Robed L. Clark, P.E. PE #38712 Structural ANCHOR QUANTITIES, XOX (114- 112.114) WINDOWS TABLE 4 GLASS TYPES A,B,C,G,H,I GLASS TYPES O,E,F,J,K,L ANCHOR TYPE) & SUBSTRATE 2,3, WOOD ZONES 2, CONC $ONES 1, CONC 2,3, WOOD ZONES ZONES 2, CONC ZONES 1, CONC ZONE§ WINDOW SIZE W v H 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 HEAD & SILL 1 +02 +1 +C2 +1 1 +02 +1 +02+1 60.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 +02+1 1 +C2 +1 +02+1 1 +02+1 +02+1 1 +C2 +1+C2+1 1 +02 +1 +02 +1 1 +02+1 +02 +1 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 84.000x 38.375 48.000 50.625 54.000 60.000 83.000 106.375 x 38.376 48.000 60.625 54.000 60.000 83.000 111.000x 38.376 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +02+1 +0+1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +2+02 +1 1+02 +2+02 +1 1 +C2+2 +C2 +1 1+02 +2+02+1 1 +02+2+02 +1 1 +02 +2 +C2 +1 1 +02 +2 +02 +1 1 +02 +2+02 +1 1+02+2 +02+1 1+01 +2 +C2 +1 1 +02 +2 +02 +1 1+(2+2 +C2 +1 1 +0+2 +C2 +1 1 +C2 +3+02 +1 1 +02 +3 +02 +1 1 +03 +3+03 +1 1 +03+3+03+1 1 +03+3+03+1 1+02+3+02 +1 1 +02+3+02+1 1 +02+3+02+1 1+03+3 +03+1 1 +05+3+03+1 1 +03+3 +03+1 co 0 m co HEAD & SILL 2 1 +02+1+02 +1 2 3 1 +C2 +1 +02 +1 3 3 1 +0241 +02 +1 3 3 1 +02+1 +C2+1 3 3 1 +C2 +1 +C2+1 3 3 1 +0+1 +01 +1 3 2 1 +C2 +1 +C2 +1 2 3 1 +02+1+02+1 3 3 1+02+1 +02 +1 3 3 1 +02+1 +02 +1 3 3 1 +02 +1+02 +1 3 3 1 +02 +1 +02 +1 3 2 1 +C2+1+C2 +1 2 3 1 +C2 +1 +02 +1 3 3 1402 +1 +02 +1 3 3 1+02 +1 +02+1 3 3 1 +02 +1 +02 +1 3 2 1 +02+2 +C2 +1 2 3 1 +02+2 +C2 +1 3 3 1 +02 +2 +02+1 3 3 1+0+2 +02 +1 3 3 1 +02+2+C2 +1 3 3 1 +0+2 +C2 +1 3 2 1 +02+2+02 +1 2 3 1 +02+2+02 +1 3 3 1 +02+2+02+1 3 3 1 +02+2 +02+1 3 3 1 +02+2 +C2+1 3 3 1 +C2 +2+ +02 +1 3 2 1 +C2 +2 +02 +1 2 3 1 +02+2 +02 +1 3 3 1+02+2+02 +1 3 Read By F.IC Vatic 4/15107 ReWb1s; C 3 1 +02+2 +C2 +1 3 3 1 +C2 +2 +C2 +1 3 3.1+02+2+02+1 3 HEAD & SILL ca gHEAD & SILL 1+02 +1+02 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 +0+1 1+02 +1 +C2 +1 1 +02+1 +02 +1 1 +0+1 +02 +1 1 +C2 +1 +02 +1 1 +02+1 +02+1 1+02+1 +02 +1 1 +C2 +1 +02 +1 1 +02+2 +02 +1 1 +02 +2 +02 +1 1 +C2 +2+02+1 1 +C2 +2+02 +1 1 +02 +2+02 +1 1 +03+2+03 +1 1+0+24C2 +1 1 +C2 +2 +02 +1 1 +02 +2+02 +1 1 +02 +2 +02 +1 1 +C3+2+03+1 1 +03+2 +C3 +1 1 +02 +3+02 +1 1 +03+3+03+1 1+03 +3 +03+1 1 +03+3+03 +1 1+04+3+04+1 1 +04 +3+04 +1 1 +C2 +3+02 +1 1 +C3 +3+03+1 1 +03+3+03+1 1 +03+3+03+1 1 +04 +3 +04 +1 1 +04+3 +04 +1 2 1 +C2 +1 +0+1 2 3 1+02 +1 +02 +1 3 3 1 +C2 +1 +C2 +1 3 3 1 +02 +1 +02+1 3 3 1 +C2+1 +C2 +1 3 3 1 +02+1 +02 +1 3 2 1 +02+1+02 +1 2 3 1 +02+1 +02+1 3 3 1 +C2+1 +C2 +1 3 3 1 +C2 +1 +02+1 3 3 1 +C2 +1 +02 +1 3 3 1 +02 +1 +02+1 3 2 1+02 +2 +02+1 2 3 1 +02 +2 +C2 +1 3 3 1 +02+2 +02+1 3 3 1+02 +2 +02+1 3 U, HEAD & SILL 2 HEAD & SILL 1 +02+1 +02 +1 2 1 +02+1 +02 +1 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 1 +02 +1 +02+1 3 1 +0+1 +0+1 1 +02 +1 +02+1 3 1+02 +1 +02+1 1 +02 +1+02 +1 3 1+C2+1+02+1 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 1 +0+1 +0+1 2 1+C2 +2 +C2 +1 1+02 +1 +C2 +1 3 1 +C2 +2+C2 +1 1 +02+1 +02 +1 3 1 +02 +2 +02 +1 1 +02 +1 +02+1 3 1+02 +2+02 +1 1+02 +1 +02+1 3 1 +03 +2 +03 +1 1 +C2+1 +C2 +1 3 1 +03+2+03 +1 1 +02 +2 +02+1 2 1 +C2 +2+C2 +1 1 +02 +2+02 +1 3 1 +02 +2+02+1 1 +02 +2 +02 +1 3 1 +C2 +2 +C2+1 1 +02 +2+02+1 3 1 +03+2+0 +1 3 1 +03 +2+03+1 3 2 1 +02 +2 +0+1 2 3 1 +02 +2 +02 +1 3 3 1+C2+2 +C2+1 3 3 1 +02+2 +02+1 3 3 1 +03+2 +03+1 3 3 1 +C3 +2+03+1 3, 2 1 +C2 +3+C2+1 2 3 1+03 +3+03+1 3 3 1 +03+3 +03 +1 3 3 1403 +3+03+1 3 3 1 +04 +3 +C4+1 4 3 1 +04+3+04+1 4 2 1 +(2 +3 +(2 +1 3 3 1 +03+3+03+1 3 3 1 +03 +3 +03+1 3 3 1 +03+3+03+1 3 3 1 +04 +3 +04+1 4 3 1 +04+3 +04+1 4 1 +C2 +2+02 +1 3 1 +03+2 +03+1 1 +02 +2 +02 +1 2 1 +02+3+02+1 1 +0+2 +0+1 3 1 +0+3+03+1 1 +02+2 +02 +1 3 1 +03+3+03+1 1 +02 +2+02+1 3 1 +04 +3+01+1 1 +02 +2+02 +1 3 1 +04 +3 +04+1 1 +02•2 +02+1 3 1 +04 +3+04+1 1 +02 +3 +02+1 2 1 +02 +4 +02+1 1 +02 +3+02+1 3 1+03 +4 +03+1 1 +03+3 +03+1 3 1 +03 +4 +03 +1 1 +03 +3+03+1 3 1 +04+4 +04+1 1 +03 +3 +03 +1 3 1 +04+4+04 +1 1+04 +3 +04+1 3 1 +05+4+05+1 1+02 +3 +02 +1 2 1 +02 +4+02 +1 1 +02 +3+02+1 3 1 +03 +4 +03+1 1+03 +3 +03+1 3 1 +03+4+03+1 1 +C3 +3 +C3 +1 3 1 +04+4 +04 +1 1 +03 +3+03+1 3 1 +01+4 +04 +1 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1 +04 +3+04+1 3 1 +05 +4+06+1 4 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.080,1/8° A) B. 5/16" LAMI - (1 /8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8° HS) D. 7/16" LAMI - (3/16" A,.090, 3116" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8° OR 3/16° A, 5/16° OR 3/8" SPACE, 5/16° LAMI H. 13/18" LAMI IG - 1/8" OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16" LAMI I. 13116" LAWN IG -1/8° OR 3/16' A, 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16° LAMI 1G - 1/8° OR 3/16' A, 3/16° OR 1/4" SPACE, 7/16" LAMI - K. 13/16° LAMI 10 - 1/8" OR 3/16° A. 3/16° OR 1/4" SPACE, 7/16" LAMI - L.. 13/16° LAMI 10 -1/8" OR 3/16" A, 3/16" OR 1/4° SPACE, 7/16° LAMI - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8° HS) (3/18" A,.090, 3/16" A) (3/16° A,.090, 3/18° HS) - (3/18" HS,.090, 3/16° 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. 25 3/4' MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX. O.C. TABLE KEY: a O X F1 +03 +4 +03 +1) 3 j--- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.G. ANCHOR SPACING) 25 3/4" max. 1 --E{ {+-3" MIN. _t.� tdt 9" REF. X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 125 3/4" MAX. -4-1 1/2° TYP. -•- •-3" MIN. t 1 1 t 9" REF. O MTG. RAIL, TYP.-" EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS I p tot'(jc r r.F.VISED 83 CC'7k iy. 3 with the Florida Eeili2. ; Co lc Ac. -xc1aaa; No 0 Expiration Date By .O UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. AOJ Reradfr F.K. Dam 10/17/06 Ree+ana: a REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Read ar Para F.K. 5/13/06 Camay: pate: FIG 2/28105 RerlsiM A qea By. Bata J.J. 3/23/06 ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOSAISS, FL 34274 Pdr Visibly Better ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sariadlockt HR710 NTS bee 8 d 11 omom 4127 -10 rCRnr: , Robert L. Clark, P.E. PE 039712 Structural ANCHOR QUANTITIES, XOX (113 -113 -1 /3 WINDOWS GLASS TYPE B G,HH TABLE 8 GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE) a SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES WINDOW SIZE W V b 48.000x 38.375 46.000 50.625 54.000 60.E 63.000 HEAD & SILL 1 +02 +1 +02+1 W 2 2 ZONES HEAD& SILL ZONES ZONES ZONES ZONES HEAD & SILL HEAD & SW. m HEAD & SILL w g HEAD & SILL r0 m 1, 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02+1 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02+1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+02 +1+02 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1+02 +1 +C2 +1 3 1 +02 +1+C2 +1 3 1 +02+1 +02 +1 3 53.125 x 38.375 48.000 50.625 54.000 wow 0 63.000 1 +02+1 +02+1 2 1 +02+1 +C2 +1 2 1 +02 +1 +02 +1 2 1+02 +1 +02+1 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 2 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1+02+1 +C2 +1 3 1+02 +1 +02 +1 3 1+02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02+1 3 1 +02 +1 +02 +1 3 1+02+1+02+1 3 1+C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +02 +1 3 1+C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03+1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +03 +1+03+1 3 60.000x 38.376 48.000 50.626 54.E 80.E 83.000 1+c2 +1 +02+1 2 1 +02 +1 +02 +1 2 1+02+1 +02+1 2 1 +02+1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +02+1 +02+1 2 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1+C2 +1 3 1 +02+1 +02+1 3 1 +C 2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+02+1402 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02+1 +02+1 3 1+02+1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1, 1 +02 +1 +02 +1 3 1+02 +1+02 +1 1+02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 3 1 +C2 +1 +02+1 3 1+02+1 +02 +1 3 1 +02+1 +C2 +1 66.00 x 38.375 48.000 50.626 54.000 60.000 83.E (.74.L.)80 38.378 48.(00 1+02 +1 +02 +1 2 1 +02 +1+02+1 2 1+C2+1+02+1 3 2 1 +C2+1+C2 +1 1 +C3+1 +03+1 3 1+02 +1 +C2 +1 3 1+03+1+03+1 3 1+02 +1 +02+1 3 1+03+1 +03+1 3 1 +02+1 +02+1 2 1+02 +1 +02+1 2 1+02 +1+02 +1 2 1 +C2 +1 +02+1 3 1 +C2 +1 +C 2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 1 +02 +1 +C2 +1 1 +C2 +1 +02 +1 1+02 +1+C2 +1 3 3 3 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2+1 +02+1 1 +C2 +1 +02+1 1 +C2 +1 +02+1 3 1 +03+1 +03+1 3 3 3 1 +02 +1+02 +1 1 +02 +1 +C2 +1 1 +03+1 +C3+1 1 +03+1 +03+1 3 3 3 3 1 +C2 +1 +C2+1 1 +02+1 +C2 +1 1 +02 +1+02+1 3 1 +03+1 +C3 +1 3 1+03+1+03+1 3 1 +C3 +1 +03+1 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 3 3 3 1 +C2 +1 +C2 +1 2 1 +C2 +1+02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1+02 +1 +02+1 2 1+02 +1 +C2 +1 2 1 +02+1 +02+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 54 ' I I 60.000 63.000 1 +02 +1+02 +1 3 1+02 +1 +C2 +1 3 0-4-C2+1 +02 +1 3 1+02 +1+02+1 3 1 +02+1 +02 +1 1 +02 +1+C2 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 1 +C2 +1 +C2 +1 3 1+02 +1+02+1 3 1 +02 +1 +02+1 3 1 +03 +1 +03 +1 3 84.000 x 38.375 48.000 50.625 54.0 80.000 63.000 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 3 3 1+02 +1+02 +1 3 1+02+1+02+1 3 1 +03+1 +03+1 1 +C3+1 +03+1 3 1 +02 +1 +02+1 2 1 +02+1 +02+1 2 1 +C2 +1 +02+1 2 1 +03+1+03 +1 1 +03+1 +C3+1 1+02+1 +02+1 3 3 1+02 +1 +02 +1 1 +02 +1 +C2 +1 3 1 +03+1+03 +1 3 1 +03+1 +03+1 3 3 3 1 +02+•1 +C2+1 2 1+02 +1 +C2 +1 2 1+02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1+02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3 +1 3 1+02 +1 +C2 +1 1 +C2 +1+02 +1 3 1 +C2+1 +02+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 3 1+C3+1 +C3+1 3 1 +03+1 +C3 +1 3 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 3 1 +03+1 +C3 +1 3 3 1 +03+1 +03 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 1+C3 +1 +C3 +1 4 1 +03+1 +03+1 3 1 +03 +1 +03+1 3 1 +C3 +1 +03+1 3 1+02+1+02 +1 3 1+03 +1 +C3+1 3 1+03 +1 +03+1 88.437 x 38.375 48.000 50.625 54.000 60.000 63.000 Randal,. Daft F.K. 4115807 1 +02 +1 +02 +1 2 1 +02 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1+02 +1 +C2 +1 4 3 1 +03+1 +C3 +1 3 1 +C4 +1 +C4+1 4 1 +02 +1+02 +1 2 1 +02 +1 +C2 +1 2 1 +022 +1 +02 +1 3 1 +C2+1 +02 +1 3 1+02+1+02+1 1+C2 +1+C2 +1 3 1 +C2 +1 +02 +1 3 1+C3+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1+C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03 +1+03+1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +03 +1 +03+1 3 1+03+1 +C3 +1 3 1 +02 +1 +02+1 3 1 +03 +1 +C3 +1 3 1+02 +1 +02 +1 3 1+02 +1+02 +1 3 1 +C3+1+C3 +1 3 1 +03+1 +03+1 4 1 +03 +1 +03+1 3 1 +04+1 +C4+1 4 1+C3+1+03+1 1 +02 +1 +02 +1 3 1 +C3+1+C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3+1 +03+1 3 1 +04 +1 +04+1 4 NOTES: 1 2. B. C. 5/18° LAMI - (1/8° HS,.090, 1/8" HS) D. 7/16' LA/I41- (3116" A,.090, 3/16° A) E. 7/18' LAMI - (3/18° A,.090, 3/16° HS) F. 7/16° LAMI - (3116° HS,.090, 3/18° HS) G. 13/16° LAMI IG -1/8° OR 3116° A, 5/16" OR 3/8" SPACE, 5/16° LAMI H. 13/16" LAMt IG -1l8° OR 3/16" A, 5116° OR 3/8° SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8° OR 3/16° A, 5116" OR 3/8" SPACE, 5/16° LAMI - J. 13(18° LAMI 10 - 1/8° OR 3/16" A, 3/18° OR 1/4° SPACE, 7/16" LAMI - K. 13/16' LAMI IG - 1/8° OR 3116° A, 3116° OR 1/4° SPACE, 7/16" LAMI - L. 13/16° LAMI IG - 1/8" OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16° LAMI 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 5/16" LAMI - (1/8° A,.090,1/8° A) - (1f8" A,.090, 1/8" A) - (1/8" A,.090, 118" HS) (1/8° HS,.090, 1/8" HS) (3116" A,.090. 3/18" A) (3/16° A,.090, 3/18" HS) - (3/16" HS,.090, 3/16° 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 25 3/4' MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22112° MAX. O.C. TABLE KEY: X 0 X j1+C3 +1+03+12 3 F+- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) [1-25 3/4" MAX. -..� �3a MIN. I 11t I Itl t 8° REF. X O X rr -r MTG. RAIL, TYP.- EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) t l 1 253/4' MAX. 11 - . -+-1 1/2° TYP. - I-'-3° MIN t/at 1 iltt 9" REF. X O MTG. RAIL, TYP.- EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS FRODUC.T REVISED as comptyk 10 wadh tine Florida Sui1d'+:,a Cocks Acceptance Na 0 Ex, .ti.nDate I. . 1,15 -off all Daio Product UPDATE TABLE 6, SELECT VALUES DUE TO ANCHOR CAP. ADJ. der Data: 10/17/00 Avimre: H REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS sre+d ax Cara Re, si. 5 F.K 5/13/00 A 0..06r Bata: C�,A°d aura F.K. 2128/OO J.J. ADD SPACE DIMENSIONS GLASS TYPES G THRU L. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 15I NOKOMIS, FL 04214 I 13 GT Visibly Better ANCHORAGE SPACING, XOX (1/3-1/3-1/3) ram ALUM. HORIZONTAL ROLLER WINDOW, IMPACT emwatoret HR710 sate NTS L9 ail GtraretngNa 4127-10 Robert L, Clerk, P.E. PE 038712 Structural ANCHOR QUANTmES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE ,4 & SUBSTRATE GLASS 'TYPES A,B,G,H 2,3, WOOD 2, CONC 1, CONC GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC I 1, CONC ZONES ZONES ZONES ZONES ZONES I ZONES WINDOW SIZE W v H 07.09x 38.375 48.000 50.62) 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.825 54.000 60.000 63.000 d0� o- kg 1 00 0� od La W ao 2 0 m 1 +C2 +1 2 1+02 +1 2 1 +02+1 2 1 +C2 +1 2 1+C2 +1 2 11 +02 +1 2 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 +C2 +1 3) 1 +02+1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 11+02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 11 +02+1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 11 +02 +1 3 1 +02 +1 3 1+02 +1 3 1 +03 +1 3 1 +02 +1 3 1 +02 +1 3 11 +03 +1 3 1 +02 +1 1 +02 +1 3 2 1 +02 +1 3 1 +02 +1 2 1 +03+1 3 1 +02 +1 2' 1 +C2 +1 1 +02 +1 3 1 +C2 +1 2 1 +02 +1 3 1 +03+1 2 1 +02 +1 3 2 1+02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 11 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1+03+1 3 1 +02 +1 3 1 +02 +1 3 11+03 +1 3 1 +02 +1 1 +02+1 3 1 +C3+1 3 1 +02 +1 3 1 +02 +1 3 11 +03+1 3 1 +03+1 3 1 +02 +1 3 1 +03+1 3 1 +03+1 3 1 +02 +1 3 11 +03+1 3 1 +03+1 3 1 +C2 +1 2 1 +02 +1 3 1 +02 +1 2 1 +03+1 1 +02 +1 1 +03+1 1 +02+1 3 1 +02 +1 2 1 +02 +1, 3 1 +03 +1 2 1 +02 +1 3 2 1+02 +1 3 1 +02 +1 3 1+03+1 3 1 +02 +1 3 1 +02 +1 3 11 +03+1 3 1 +C2 +1 1 +03+1 3 3 1 +02 +1 3 1 +C2 +1 3 1 +03+1 1 +03+1 3 3 1 +02 +1 1+03+1 3 1 +02 +1 3 1 +C2 +1 3 1+03+1 3 1 +03+1 3 3 1 +03 +1 4 1 +C2 +1 3 1 +03+1 3 1 +03+1 4 1 +02 +1 3 I1 +03+1 3 1 +03 +1 4 1 +03 +1 3 1 +C4 +1 3 1+03+1 4 1 +03+1 3 11 +04 +1 3 80.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 3 1 +02 +1 2 2 +C2 +2 2 1 +02 +1 3 1 +02 +1 2 I2 +02 +2 2 1 +02 +1 3 1 +02 +1 3 2 +03+2 3 1 +02 +1 3 1 +02 +1 3 12 +03+2 3 1 +03 +1 3 1 +02 +1 3 2 +03 +2 3 1 +C3 +1 3 1 +02 +1 3 12 +03 +2 3 1 +03 +1 4 1 +02 +1 3 2+03 +2 3 1 +03+1 4 1 +02 +1 3 12 +03 +2 3 1 +03 +1 4 1 +03 +1 3 2 +04 +2 4 1 +03+1 4 1 +03 +1 3 12 +04 +2 4 1 +03+1 4 1+03 +1 3 2 +04 +2 4 1 +03 +1 4 1 +03 +11 3 12 +04+2 4 68.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +02 +2 3 1 +02 +1 2 2 +02 +2 3 2 +C2 +2 3 1 +02 +1 2 12 +02 +2 3 2 +02 +2 2 +03 +2 4 4 1 +02 +1 3 1 +02 +1 3 2 +03 +2 3 2 +C3 +2 2 +02 +2 2 +03 +2 4 1 +02 +1 4 1 +02 +1 3 2 +03 +2 3 2 +03 +2 3 3 2 +03 +2 4 1 +02 +1 3 2 +03 +2 4 2 +03+2 4 1 +02 +1 3 12 +03+2 4 2 +03 +2 4 1 +03 +1 3 2+04+2 4 2 +03 +2 4 1 +03 +1 3 12 +04 +2 4 74.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +03+1 2 +02 +2 4 3 1 +03 +1 3 2 +02 +2 2 2+04 +2 2+02 +2 4 2 +03 +2 3 2+02 +2 4 1 +03+1 3 2 +02 +2 3 2 +04 +2 2 2 +C2 +2 4 2 +03+2 4 2 +02 +2 3 2 +03+2 4 2 +03+2 4 2 +02 +2 3 12 +03 +2 4 2 +03 +2 4 2 +C2 +2 3 2 +03 +2 2 +03+2 4 2 +02 +2 3 12 +03 +2 4 2 +03 +2 2 +03 +2 4 4 2 +03+2 3 1+03 +1 3 2 +04 +2 2 +04 +2 4 4 2 +03 +2 2 +03 +2 4 2 +03 +2 5 2 +03 +2 3 2 +04 +2 3 2+04 +2 4 4 2+03 +2, 4 1 +03 +1 3 2 +04 +2 4 2 +04 +2 5 2 +03 +2 4 42 +04 +2 5 1 NOTES: 1. 1 2. G -1/4° ELCO TAPCON 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) C. 5/16" LAMI - (1/8° HS,.090, 1/8" HS) D. 7/16° LAMI - (3/16" A,.090, 3116"A) E. 7/164 LAMI - (3/16" A,.090, 3/16" HS) F. 7/16° LAMI - (3/16° HS,.090, 3/16" 115) G. 13/16" LAMI IG - 1/8° OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16° LAMI H. 13116" LAMI IG - 1/8° OR 3/164 A, 5/16" OR 3/8" SPACE, 5/164 LAMI I. 13/16" LAMI IG - 1/8" OR 3/16° A, 5116" OR 3/8" SPACE, 5/16° LAMI - J. 13/16" LAMI 1G - 1/8° OR 3/16" A, 3/16° OR 1/4" SPACE, 7/164 LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16° OR 1/4° SPACE, 716" LAMP - L 13/16° LAMI IG - 1/8" OR 3/16" A, 3/16° OR 1/4" SPACE, 7/18" LAMI - (1/8" A,.090,1/8" A) - (1/8" A,.090, 1/8" HS) (1/8° HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3/16" A..090, 3/16" HS) - (316" HS,.090, 3/16' 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: 0 X I 24-C3 +2 i 3 Fe- ANCHOR QUANTITY PER JAMB fHEAD 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. I--3° MIN. 9" REF. T MTG. RAIL EXAMPLE CLUSTER W/ OW. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 3/4" MAX. i+-1 1/2" TYP. I•--3" MIN. 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT RLVrsED as cmnp:; ?ng with the •bride Bulldittg Co:a Aracptanse No • -OS 5.0? Expiration Data ULM - it By -ii . /'. Pwdtrct w"• ••' Ravel or F.I( Dalcg 4/16107 R"rx C CHG.TABLE #TO6 8 SELECT VALUES DUE TO ANCHOR CAP. ADJ Rend ay F.K, Dor 10/17/06 Bevinfons a REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Read By, Oar Rem: F.K. 5/13/08 A G,0, : Dew C♦ atlar� Dom: F.K. 2/28/06 J.J. 1 3/23/08 ADD SPACE DIMENSIONS TO GLASS TYPES 0 THRU L. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1828 NOKOMIS, FL 34274 �Z Visabbt Better ANCHORAGE SPACING, OX AND XO WINDOWS Tor ALUM. HORIZONTAL ROLLER WINDOW, IMPACT swkurr°"m I Sok Om, HRT10 NTS 110 "' 11 4127-10 C Robert L perk, P.E. PE #39712 Structural A, a MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 314" MN. E.D. TYP. 2x WOOD BUCK, NOTE 3 • •.;: NOTE 1a CONCRETE ANCHOR, NOTE 1 DETAIL A 1/4° MAX SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4° MAX -•-°► SHIM WOOD ANCHOR, NOTE 2 318" MIN. 2x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM _...H- 1 114" MIN. I (1.5 KSI CMU) ri . 1 7. PER NOTE 1 A , OR r h,.. .A MIN. E.D (HEAD & SILL DETAILS A, B, C, DE18.1-1) EXTERIOR INTERIOR INTERIOR OMR OR CONCRETE ANCHOR, NOTE 1 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ECCO L TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY. USE #12 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX WITH ® #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 'S 1Y1°. 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 ANCHOR TYPE 2 MAY BE USED. 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. lx WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS MIN. 3.4 KSI CONCRETE 1/4" MAX. SHIM 'NOTE 1a 4 1 1 314" MN. E.D. TYP. DETAIL C 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM SEE 13/8" MIN. a SUNG DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 6" O.C. TYPICAL DETAILS 0, H & I. DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS Rand Sr DO: F.K. 4/15/07 2'i-re.- -0r. c `F ADD IF. FRAME. . NOTE 5TO M ARENT rmON" R"ma8r F.K. Rand fry: F./( Oithr 10/17/08 5/13/00 R"rlafmm: Rottman B A REVISE EDGE DIST. , EMBEDMENT& SN7: REFERENCES ADD NOTE 5. oraw fir Dave F.K. 2/28/06 mockedlA•.' J.J. 3123116 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1528 NOKOMIB, FL 34214 , Montt E . `,nDas By ' ii ._- : - :+: DETAIL G (SILL) A DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS Flp ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Banavabeat HR710 Half 11 of 11 4127 -10 "7"/ f/` Robert 1.Oark, A.E. PE 439712 Stru iural BUILDING AND NEIGHBORHOOD COMPLIANCE DEPART BOARD AND CODE ADMINIS'I`ItATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 vwwa.mlamldade.wov, ui_IdInq This NOA is being issued under the applicable rules a e01 lions governing the use of construction 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 (AIIJ). 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 inunediately revoke, 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. DESCRIPTION: Series "SH -700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through I I of 11, dated 09/01/2005, with revision "C" dated 04 /01/2011, prepared by 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami —Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glass Type "1111" at installations above 30 Ft. above ground. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0128.03 and consists of this page 1, evidence pages E —I, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston %' . E. NOA No. 11-0405.10 f� r Expiration Date: March 26, 2016 1�! Approval Date: April 21, 2011 Cf Page 1 jPd1' 1113111 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "C" dated 04/01/2011, 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s In 1L -4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) E -1 Jaime D. Gascon, . Product Control Section Supervisor NOA No. 11 -0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 12/18/2006, prepared, signed, sealed and dated 01/11/2011 by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex LUG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. E -2 Jaime D. Gascon, E. Product Control Section Supervisor NOA No. 11-0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance with the FBC -2007, dated April 03, 2011, signed and sealed by Robert L. Clark, P. E. 2. Statement letter of no financial interest and conformance, dated April 03, 2011, signed and sealed by Robert L. Clark, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL -4958, FTL-- 5063, FTL -4645, FTL- 4649, FTL -4723, FTL -4947, FTL -4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edrnundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0128.03, issued to PGT Industries for their Series "SH- 700" Aluminum Single Hung Window - L.M.I. ", approved on 03/10/11 and expiring on 03/23/16. E -3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11 -0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 8/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 8/16" LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE .MAXIMUM PVB INTERLAYER. C. 6/16" LAME 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716° LAME CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT B UTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16' LAM IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6116" LAM CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. A H. 13/16° LAME IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 618° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/18° LAMI IG: (1) UTE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 8/16" LAM CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. J. 13/16" LAMI 13: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16° LAMA 13: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716° LAMI CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLF.JUKEEPSAFE MAXIMUM PVB. L. 13/16" LAM IG (1) UTE OF 1/8" MERM GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE CR SAFLEMEEPSAFE MAXIMUM PVB INTERLAYER. £M.13/16" LAM 13: (1) UTE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 6/16" LAM CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERIAYER. 2. CONFIGURATIONS: "OX° (1/1. VIEW AND RADIUS TOP. ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130002. 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 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4848, FTL.4848, FTL- 4847, FTL-4848, FTL -4849, FTL -4850, FTL- 4851, FTL- 4723, FTL -4957, FTL -4958 AND FTL- 5083. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM-20(10 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. 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 SHEET GENERAL NOTES 1 GLAZING DETAILS--2 DESIGN PRESSURES3 ELEVATIONS......... .a4 VERT. SECTIONS..... ...... _ 5 HORIZ. SECTIONS6 PARTS LIST....._ CORNER DETAIL ..... 7 ANCHORAGE.... „......... 8-11 t J.R. 04101/11 0 CHANGED OAP GLASS TYPE TO TEMPERED FROM HS RowSfis Oaks Femleaw CHANGE NOTES s a r. ADD NOTE 9. ADD GLASS TYPE PE M PLC MEM B TO NOTE L O,[AZMEOPl1OMS 8ja AK paw 1/24/08 Ravklcax A FJC WIN ADD FTL47E9 TO NOTE T. alto J.J. 2f23/07 1070 TECHNOLOGY DRIVE NOKOMIE, FL34278 PA. BQX 1829 NOROMI3, FL 34274 GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT 1 NTS l' I u II 1'1'404040 I C 1/2" NOM. GLASS BITE tr1 /B° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8/18° NOM. 5/16" LAMINATED GLASS €6,87,88 or 82 1/2° NOM. GLASS BITE t ® NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/18° WVITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR E> (ALL SECTIONS) 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16' LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8/18" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS A 13/16° NOM. 13/16" LAMI 1(3 GLASS W/ 5 /16" LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7 /16" LAMINATED AIR SPACE 1/8° TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16° LAMI ffirRODU�pift tha Flo tda ai eitj Mee ego Unionise No X1/11 IftWkas O CHANGED CAP SLABS TYPE 737 TEMPERED FROMH3 aims), Oak 1 Ratirow B ADD ITEM= TO 616 LAM LO. MASS (A,AA)BLAWI0NOTE vAA 6/1/05 Wd6�: J. J. NO CHANGE 7HL481/E8T aik 1001=10101OGYO1t1VE =NOM P.O. eqx 1028 NOIH M18, FL 34274 IT VL1 * Bette GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT 811706 I FUN, 2 a 11 04040 -20 'RI fr./. RgbertL CM; P.E • PE 039712 Structure/ 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS WI HIGH SILL OPTION ® • TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 63" 68° 68" 70" 72" 74' 76" 48" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 50" A,B,M A +80.0 - 60.0 +80.0 -80.0 +80.0 •60.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -710 82" B A,,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +78.9 -78.9 831!6" A,B,M A +80.0 -80.0 +80.0 -80.0 +79.8 -79.8 +78.2 -78.2 +78.9 -78.8 +78.4 -76.4 +74.0 -74.0 UP TO 631/8" C,D,E,F,G,H,l,J,K,L +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 318" 44" 60 618" 03" 72" 74" 78" 49" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 80" A,B,MA +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -78.9 +70.0 - 70.0 +68.8 -88.8 +67.8 87.6 631/8" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.0 -76.0 +88.0 -68.0 186.7 -68.7 +66.6 -86.6 UP TO 831!8° C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH I GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH e, 78" FLANGED AND 76° INTEGRAL FIN) 63 118" I D,E,F,J,K,L 171/8" 2211/16°" 28 3/18° 333/4" 38 6116° 4413/18° 60 3/8" 8816/16" +80.0 1 80.0 I +80.0 I -80.0 +80.01 -80.0 I +80.0 I -60.0 I +70.0 I -70.0 I +70.01 -70.0 +70.0 1 70.0 I +70.0 I -70.0 ■ GLASS TYPES: TEST REPORTS TABLE 4. A. 8118: LAMI - (1/6"A,.090,1 /811)) F1L -4847, 4648, 4723, 4967 tAI • (1/8"A,.080,1/8"HS) Fn- 4847.4948 C. 61W LAMI- (1/8"H8,.080,1/8948) FTL-4847, 4848 D. 7116" LAMI - (3118 °A,.090, 3116 "A) FIL-4845, 4888 E. 7/16° LAMI - (3/16"A,.090, 3/16°H8) F'IL -4$45 F. 7/16° LAMI- (3/16"HS,.090, 3/1615) F11.-4846 G. 13116" LAMP IO - 1/8" T, AIR SPACE, 618° LAMI - (1/8°A,.080,1/8°A) F1L- 4848, 4723 H. 13/18" LAMI 10 -1/8" T, AIR SPACE, 6/16° LAMI - (1/8°A,.090,1/8°HS) FTL -4646 I. 13/16° LAND 10 -1/8° T, AIR SPACE, W16" LAMI - (1/8°HS,.080,18"HS) FTL•4648 J. 13/16° LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI - (3/16 °A,.090, 3/16"A) FTL- 4849, 4660 K. 13/18" LAMI 10 -1/8° T, AIR SPACE, 7/16° LAMI - (3116 °A,.080, 3/16°HS) FR.-4849, 4850, 4988 L. 13116° LAMI tG -1/8" T, AIR SPACE, 7/16" LAMI - (3/16°HS,.090, 3/16 °H8) F1L- 4849, 4860 M. 13/16° LAND - 1/8°A, AIR SPACE, 6/16° LAMI - (1/8°A,.080, 1/8°A)A F114083 "0" MEETING RAIL °x" I 1 I 1 000 MEETING RAIL °X° MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8° MINIMUM TO 38° MAXIMUM. ® ;TIT .HT. MINUS SASH HT. J.R. ar° 00/06!11 RMiaaa C FJG 66/69106 CXAMIEDCAPG[A8S WB70TEMPEREDFRCMH8 FJC 6/41119 A ADDFTL -472370C14B9TYPESAANDO. &arab: Val FF WOOS 2/17 10701EOHNOLOOY WINO NOKSMIS,RUM P.O. BOX WU NOKOMA FL 8494 DESIGN PRESSURES ALUM. SINGLE HUNG WIN_ DOW IMPACT ar. 00 I NTS 19 a 11 �10.6 8N1 404020 I C 49 6/8" MAX FIXED DLO (ALL) 631/8° MAX. FLANGED WIDTH 621/8" MAX. I.F. WIDTH D -.-1 176' MAX I 76° MAX. I 76° MAX 1.F. A I.F. I.F. pr,J HEIf3FR EAEDLO O HEI ® TABLE C1C® HT 76" MAX 76° MAX 76" MAX FLANGED FLANGED FLANGED HEIGHT -r HEIGHT HEI C �1 38 7/18" MAX SASH HEIGHT SEE DLO TABLE 78 MAX. I.F. HEIGHT ® SEE DLO TABLE 78° MAX. FLANGED HE1 °HT SEE DLO TABLE e DETAIL D VIEW (CUSTOM SASH) 20° SASH HEIGHT DETAIL B VIEW (STANDARD SASH) E I 76 MAX I.F. E HEIGHT SEE DLO TABLE 20" SASH HEIGHT 76" MAX FLANGED HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. SEE DLO TABLE NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/18° B 41 6/8" 411/4° C 41 1/4° 40 7/8" 0 62 6/8" 62 11/18" E 621/4" 62 6/18° SASH LOW HIGH DETAIL SILL SILL A 341/2" 343/16° B 27 7/16" 271/8" C 27 7/18° 271/8° D 183/8° 16 3/4" E 16 318" 163/4" TABLES. PIWDUCT REVISED to complying with the Mark% Building Coda AseeptatteeNo 410. Ravel* liendep X 1 listigree C NO CHI GAS SHEET oesi 77/18 RuYUc a oor 1/24!08 AAA MAW Aoserm A oueuex ADD IN7EORAL FR42F) VERSION, on. NOTE& ADD NOTE 4. HOCHANOE THIS 8NE87 two 2=07 g _ NOIOG, X FL 64274 pG,T Viably Beater ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT woo I NTS] 4 11 1 404020 I C Robert L Ca*, P.E. PE 198712 Sbusturai MAX HEIGHT INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)5' FROM EACH SIDE OF SASH. INSIDE MAX VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1) MAX FIXED UTE DAYLIGHT OPENING 2.7 0' MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A-A INTEGRAL FIN (I.F.) FRAME SECTIONS OUTSIDE MAX VENT DAYLIGHT OPENING HIGH SILL LOW SILL HEAD JAMB OUTSIDE 710° OUTSIDE N all 0 0 ALF FRAME IFl r o (1.01A/ 61LL) T -! SEE NOTE ABOVE ® ONLTYALIFT SECTION B-B (LOW SILL SHOWN) JJt 94/01111 C NO CHANGES THIS SKEE7 2.946" (HIGH SILL) Florida PRODUCT REVISED as ooroplyirm oath the Steles Code ANe 1 .10 Want FJC X11 /18818 B ACC I.F. BECTJONB & CONSOLIDATEBAL COMPONENTS Ord. FJFJC IAMB FJG DIM /OB avanarr NO CHANCE THIS SHEET 4eaaaaX Deka J.J. 7 ALTERNATE HIGH SILL 19I9TEONNOLOGYDRIVE NOXON9. FL84?JB P.O. BOX MP NOKOMIS, 884774 VLvib(7 Bettor ULTRALIFT ONLY SECTIONS SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT Sekeised littao WOO Half 5 m 1/ I 4040 -20 III Robert L Clark, P.B. PE #49712 Structural 1TBA DWG.O DESCRIPTION PONS 1 4002A FLANGE FRAME HEAD 612226 2 1158 08 X 1.000 QUAD PN. MS 781P0A 3 4003C FLANGE FRAME SILL (LOW SILL) 812226 5 1628 ADHESIVE OPEN CELL FOAM PAD 7PAD1628 6 4004 FLANGE FRAME JAMB 812227 7 4028 SASH STOP 812244 8 4028 SASH STOP (EGRESS) 1.126 LONG 612244 9 4029 SPIRAL BALANCE, 318°, BS °, OR 11/16" 10 1080 BALANCE COVER, 318" OR 818" 6BALCVR916 11 C. GLASS, 6/16" LAM, (1/8"HS „090 PVB,1AYHS) 08 X.780 PH. PN. SMS 7834M 12 E. GLASS, 7/18” LAM, (1/8"A.090 PVB,1/81HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1088 /1088 SASH TOP GUIDE 42504 15 1 GLASS, 13/16" LAM 10;118°7, AIR SPACE, 8118" LAMI, (1181/13,.090 PVB,1181HS) 08 X1 PHILLIPS FLATHEAD S. SM. 78X1 FPAX 16 1080 -1 BALANCE COVER, 11116" 6BALCVR870 17 4083 SASH STOP COVER 84083 18 4029-1 SASH BRACKET 7ULBRKT 19 08-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPPX 21 4054C FIXED MEETING RAIL 840840 23 4006C SASH TOP RAIL 04008 25 1235 V48TP. "170 X.270 BACK, FIN SEAL 67S160 28 1098 SWEEP LATCH 71098 27 1018 08 X.628 PH. FL SMS 7058 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1228 WS'IP., BULB VINYL 8TP249 31 4008 SASH SIDE RAIL 812231 34 1288 SASH FACE GUIDE 42601 38 1822 LAMI SETTING BLOCK 3132° X 28!84° X 1" 71622K 38 1052 LAM IS SETTING BLOCK 1 °X314 °X1/18" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 40398 GLAZING BEAD, 8116 LAM GLASS. 640398 42 40448 GLAZING BEAD, 8/16 LAM W/GRILL KIT 844703 44 4222A GLAZING BEAD, 7(10° LAM 64222 45 985C GLAZING BEAD, 7/16" LAM W/GRILL KIT 6988 46 4087 GLAZING BEAD.13/18" LAM 1.G. 84087 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW ELL 84072 49 4073A FRAME, IF. HIGH SILL 84073 50 40748 FRAM?, LF. JAMB 64074 82 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNO 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 58 1830 SCREEN CORNER KEY WRINGS 71630 67 1831 SCREEN CORNER KEYVMOUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE - .138 DIA FOAM 61624K !Ra i .K X8706 FJC � a 52409 p F C 611475 bdEm pnir,m ADD LF. FR.4ME ITEMS 47 0. 49ANDUE UPOR,4DE ITEM 21. B ADDflEM9& atraossdRina mass 7.981$ pAm NO CHANGE MS MO aft I MEW I SIMNGED CAP 0US$ TYPE TO TEMPERED FRaid 1070TECRINO L09Y070118 NOKAMIS,FLN278 P.O. BQX ISIS NOXOl08, 8.84274 ITEBI WNG.O DESCRIPTION MO 60 1636 SCREEN SPLINE - .136 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 605 GLAZING CHANNEL (.688 X.800) 6533402 84 1181 08 X1.000 PH. BUGLE TEK 708X1 67 GLAZING TAPE,1116 X112 - 7/18 LAM 62BV1610 88 4051A SASH BOTTOM RAIL (HIGH SILL) 64081 69 4060A FLANGE FRAMESILL (HIGH SILL) 64080 70 SILICONE, DOW 899, 996 OR EQUIV. 80 A GLASS 6116° LAM, 118 A,.090 PVB,118°A1 81 8. GLASS, 5/16" LAM, (1/8"4.090 PVB,118"HS) 82 C. GLASS, 6/16" LAM, (1/8"HS „090 PVB,1AYHS) 83 D. GLASS, 7/18° LAM, (V8°A.090 PVB,1/8° 84 E. GLASS, 7/18” LAM, (1/8"A.090 PVB,1/81HS) 85 F. GLASS, 7118° LAZE, (1/8"HS,.090 P1/11,1 EMS) 88 G. GLASS, 13(16" LAM IG; WI, AIR SPACE, 6116" LAM, (118 A,.090 PVB,1/8"A) 87 H. GLASS, 13/18" LAM 1G; 1/8'T, AIR SPACE, 5/16" LAM, (118°A.090 PV8,1J8"HS) 88 1 GLASS, 13/16" LAM 10;118°7, AIR SPACE, 8118" LAMI, (1181/13,.090 PVB,1181HS) 69 J. GLASS, 13/16" LAM IG; 1/8" T, AR SPACE, 7/16° LAM, (3/18"A.090 PVB,3/1874) 90 K GLASS, 13/16" LAM IS;1/8T, AIR SPACE, 7116" LAM, (3118 °A.090 PVB,3116"HS) 91 L. GLASS, 13/16" LAM 10;1/8' T, AIR SPACE, 7/16" LAM, (3/16°HS,.090 PVB,3116"HS) 92 M. GLASS, 13/16" LAM 10;1/811, AIR SPACE, 6/16" LAM, (118 "A.090 PVB,1/8"P 47 O FRAME I.F. HEAD 04071A, 6083-TO FRAME, .F. LOW SILL 04072A, 806346 OFRAME 61 FRAME, I.F. JAMB 4 .F. HIGH SILL ®#40748, 6063 -T8 840734, x-76 (USED AS RADIUS TOP HEAD) PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT I N761 6 a 11 l4s i"6404020 1 C �F.- 2.784 1.383 O FLANGE FRAME HEAD #4002A, 8083 -T8 .082 1749 --► 2.710 1 O FLANGE FRAME JAMB #4004, 8083 -T8 21 (USED AS RADIUS TOP HEAD) FIXED MEETING RAIL #4084A, 6083HD-T6 2.830 L O FLANGE FRAME SILL (LOW) #40030.8053 -T6 ---P---10 k- 1.451+.4 OSASH STOP #4025, 6083-T5 23 SASH TOP RAIL #40080, 8063H$-TO I� -2.764 69 FLANGE FRAME SILL (HIGH) #4050A, 8083 -T8 (-1.738 040 17 SASH STOP COVER #4053,8083-T5 ® -I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAMEA SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D-D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION -.050 .878 +I 1.165 r- 7 1.349 ® SASH SIDE RAIL #4008,8083-TO 28 SASH BOTTOM RAIL (LOW) #4007,6083 -T5 88 SASH BOTTOM RAIL (HIGH) #4051A, 8083-T6 x-.060 1.098 -1-•— IT 44 GLAZING BEAD 7/16" #4222,6083-TO .060 1.118 46 GLAZING BEAD, 7/16" #985C, 6083-T5 (USED GRILL KIT) .878 0 T 41 GLAZING BEAd, 5116" #40398,8083 -T8 .050 GLAZING BEAb, 5/18" #40448,8083 -T8 (USED WI GRILL KIT) 883 Iry non GLAZING BEAD, 13/16" IG #4087, 8083 -T6 complying � tho Florida Buttes Cado Aompleaco No RobotCmer3D WA Rm4ep P,m ansrum J.R OW01/11 C NO CHANGES 1709 SHEET RIME" F.N Readily FJC o FJC VMS 18/05 Oft 1/74!08 RMQcm S' UPDATE MANE 00014 rto U4L USE Li" AND UPGRADE 1783421 ALLOY A NO CHANGE THIS SHEET mftmeex J.J. 213107 I070TECHNOLOGYORM NOKON8, FL 34278 P.O. BgX76a NOKOMIS,PL34274 Pc �T 1VLvibb Bomar EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW IMPACT 8H703 I Hal/_{ 7 a 11 • C 117/4/4.;„ Robed L thrk, P E. PE 099712 8wmuret OBI WI Mina l4 P e ISM =me WM lOVdWI 'MOQNIM oNnH 37ENIS fNn7WY SMOQNIM 6/b 'ONIOWdS 3Ob dOHNV 40720g CHM LI tam-team= 0314 xb9'O'd 9LLN N VIONZXON 3AOt0 A00'ION14031 OLOk awn A"?, Novi LENS S1H13DNY ON V WOW IN PA 3IISAe ' is 00A1a1 Dl x/1311 aulaws M I NS SIHL 8DNVI40ON 988W14 Niro te iL/LO» s > coma 11VLI '011/11 rM0138 8VUV1' ,1VLI 'OM 3 OEN SW OV3H (d0 -nnd) CI Z TIN "0114 rM0,39 9WV1' IIVb1 '0011 3AO9V awr CIV3H (03lm dO) dSd XVW FEZ Z sic :•13)f 31801 V '319V1IVAV SI 3dAl 99V10 ONV 3218 3AU.03dS3a 3H1>YOd 3ans'83ad N0IS30 WnSNnNW 3Hl'3SIMa3H10 M 08 NI NMOHS SIOHONV 40 AlI1NVn0 3H1, H.UM 3an883ad 101830 WnWONW V 31VOIONI '44/3H13AO9V 3I TdA 03Z1011V1I 0108 V H1NA 319V1.1.N9Ob'POV 3H1 40 810018 3213 :9NOU.V11W113anSS3ad NO1S3 13831.1 3NV SNOISN3141IO N141Va031N1 'SMOONIM 030NV14 1:1O4 3aV NOISN3Vk901H913H ONV HlOIM 31801 '4 'I 910) 40 VIa31940 IVNOISN9WI0 3Hl ONIS11 S3U.LWVft aOHONV 318V11N30VPOV 3H1. aid 11VISNI 'C 03b1M03a ION SaOHONV - i11S 1IVa')1W M0139 1011/4 a9 S113Na00 )401108 010k14 XVW a9I Sa3N1:100 d01 WOad 'XVW JAM.- SBWVI` S143Na00 d01)'04 'XVW 2/6 81- OV3H 'SNOISN3W10 ONIIM01104 3141 NO 03808 31/10 SNOUV001 aOHONV 'Z SM321013 1141- X314-3131/10 499 0013.4/1- Z SNOOdV10013 04/1- 1 :SUM. 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I. 4..J�. 611 1. 1 Z1.d. 4 W., 914'81 Efe 6 zlz L Elz 4 z zlz 4 zlz zIz zlz I zIz 4 zIz 4 zIz 4 zIz z1z 6 zlz 4 Z1Z I Z(Z 4 ZI1 4 zIz 4 1f I 6 II!' ?I'. 6 4 4.fi...I.fI 4 6 ?I4 I. l'N'r1'H '0'4'3 4'0 C ' AA C §Na.Am 0 W C 606606 8,81 OaON`N0_AA C 0 w 6 6 ``N8 0w 6 Q 1 6 0 O.O 6 §N 6 7'..4(1a ON 0 3du SVO HIOIM M OUM `3dAJLOHON :31VZLLSHC19 UNVIID I IOHONV 00091 £09'49 C09'89 £0919 M9 tt 509'04 £0943 £0991 1F10131-I MOONIM '9 3'1801 SMOONIM 030N1/14 1.141:10A S3Il ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. SUBSTRATE:-..._ WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.656 78.000 ACOR YE' --(10 - .0pal,,,8- ° c c" 0 U ) QR1-8 `0 U W O JV18 0 °.° §a§o 0 2.8 garg- 2.8 garg- 0 2s8 8-T48 U U -8 WmOW WDH GAS YP 18.128 C,D,E,F,G, H,I,J,K,L 1 111 1 111 1 111 1 212 1 211 1 212 1 212 1 211 1 212 1 212 1 212 1 2[2 1 212 1 212 1 212 1 212 1 212 1 212 1 312 1 2(2 1 312 1 312 1 212 1 312 A, B, M 1 111 1 111 1 111 1 212 1 211 1 212 1 212 1 211 1 212 1 2(2 1 212 1 212 1 212 1 2(2 1 212 1 212 1 .21..2.212 1 1 3(2 1 212 1 312 1 212'21'2 1 1 312 24.000 PSF 78 C,D,E,F,G, H,I,J,K,L 1 TI TT 1 911 1 111 1 212.11._1 1 1 212 1 212 1 212 1 212 1 212 1 212 1 252 1 212 1_ 212 _1 312 1 312 1 2 (2 1 -iris 1 312 1 2 r2 1 3—(2 1_ 912 1 212 1_ 312 A,B,M 1 1 111 1 111 1 212 1 111...212 1 1 2(2 1 212 1 212 1 212 1 1 2[2-21i 1 212 1 212 1 312 1 312 1 212 1 312 1 312 1 212 1 312 1 312 1 212 1 312 1 9 32,000 PSF 88 77 C, D, E, F, G, H,I,J,K,L 1 71117111 1 111 1 1 1 1 212 1 212 1 212 1 213 1 212 1 212 2 313 1 212 1 313 2 313 1 312 1 313 1 3(3 1 2(2 1 313413 1 1 3(2 1 413 1 413 1 413 1 312 1 312 1 413 1 413 AB,M 1 1 1 1 1 1 1 1 1 212 1 2(2 1 2(2 1 213 1 212 1 212 2 313 1 212 1 313 2 313 1 312 1 313 1 313 1 212 1 313 1 413 1 3(2 1 413 1 1 37.000 PSF 59 87 79 C,D,E,F,G, H,I,J K L 1 1 1 1 9 (-1 1 2 1_ 1 2-12 2 2 {3 _1 212 2 213 2 313 1 252 2 313 2_ -21-2 1 313 2 413 2_ 313 1 352 2 -21.2.4-1-2-11i 2 1 2 413 2 4T4 if 1 _ 2 2 411 111 212 212 A,B,M 1 1 111 1 1 1 2 2 2 1 212 1 212 2 213 1 212 2 21 3 2 313 _1_ 212 2 3 3 2 3r3 1 313 2 413 2 313 1 312 _2 313 2 413 _1 312 _ 2 413 41-4-111-4T3- 2 1 2 1 1 40.000 PSF 84 79 82 79 C,D,E,F,G; H.I,J,K,L 2 2 2 2 2122122122132123133132123134133 2 2 2 2 2 2 2 2 2 2 1145-3313334 2 2 2 2 -134r 2 2 111 2 413 2 414 2 313 2 51 3 111111111 AB,M 2 2 2 2 2 2 2 213_212 2__2_ 313 2 353 2 2 2 2 Ti 3 2 43 2 3 3 2 453 2 313 2 3 3 2 413 2 4T4 2 313 2 4113 2 414 2 313 2 513 111 111 111212 2T2 212 44.000 PSF 49 78 58 79 78 C,D,E,F,G, H,I,J,K,L 2 1 1 2 9 1 2 1 1 2 2 2 2 212 2 212 2 313 2 212 2 313 2 314 2 2113 2 313 2 414 2 313 2 413 2 414 2 313 2 413 2 44'25. 2 2 45-45 2 4 2 313 2 114 A'B'M 2 2 2 2 2 2 2 3 1 3 2 212 2 313 2 314 2 2 1 3 2 313414 2 2 353 2 413 2 414 2 313 2 413 2 414 2 313 2 413 2 414 2 313 2 514 1 1 1 1 1 1 1 1 1 212 212 212 A8,000 PSF 45 74 61 74 79 79 C,D,E,F,G, 1-1,14,10_ 2 2 2 2 2 2 2 2 2 3 1 3 2 3 ( 4 2 3 1 3 2 3 1 3 3 4 1 4 2 3 1 3 2 4 ( 4 2 4 1 4 2 3 1 3 2 4 1 4 3 4 1 4 2 4 1 3 2 5 1 4 3 4 1 4 2 43 _2 514 1 1 1 1 ( 1 1 1 1 2 2 212 212 313 112 AB,M 2 2 2 2 2 2 2 2 2 313 2 3(4 2 3(3 2 313 3 4-14 2 313 2 414 2 454 2 313 _2 41-4 3 4 4 2 413 2 1)14 3 414 2 413 2 514 111 111 911 2 2 212 212 313 212 63.126 PSF 41 87 48 87 78 78 C,D,E,F,G, H,I,J,KI- 2 2 2 2 2 2 3 3 3 2 —3-5 2 313 3 414 2 313 3 414414 3 2 31414 3 3 414 2 313414 3 3 815 2 45 3 554551413 3 2 3 614 911 111 111 212 2-12 212 ABM 2 2 2 2 2 2 3 3 3 2 313 2 353 3 414 2 3(3 3 414 3 414 2 313 3 414 3 414 2 3(1414514 2 3 2 413 3 514 3 614 2 413 3 614 1 1 1 1 1 1 1 212 2 1 2 2 2 J.R 04/67/91 ova opom FJCC FFJC 11/19108 asiv 1!14/08 C NGCHANGE$THE SHEET SWESNEENSW RESTRICTED BY WEE A NO CHANGE TIES SHEET AA VOW 1070 T NOLOGYORIVE NOKOMIS, R 34273 P.0.8QX1828 NOKOM IS, P1.24274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SSA CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18112° MAX FROM TOP CORNERS JAMBS - 171/2° MAX FROM TOP CORNERS 16° MAX FROM BOTTOM CORNERS 8° MAX BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED ®STALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® STABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. ® 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SI2E AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) 117 HEAD 3 JAMB ABOVE 3 ( 3 MTG. RAIL JAMB BELOW MTG. RAIL PRODUCT RIAI0617 as eonislyinswiththe Florin BnildInsCado AsseptancoNo ;rXV Ar- (FULL DP) HEAD 2 JAMB ABOVE -21-2 MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Mdmolledob WOOD 8 d 11 I a.avw4040-20 ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES -. TYPE ABOVE MEETING RAIL. (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.126 22.688 28211 33.764 39.298 44.839 50.382 68.928 aoNZ aX 8 ZM0Na 8 "3 8 aaMON2p�a U "3 8 U 8"3 0Nz,_zo 8 8'133 0 c, 8 C.' C.' 0 as_aolO 8Q) U `� cvz�OCM0 8 8 `�g C) 8 (3Z 8 wllmow WIDTH 19.126 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 24400 D,E,F,J, K,L 1 1 1 1 ....2 1 1 2 1 ._2.. 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L 1 1......1....1......2 1 1 1 ._.. 1 2 1 2 2 3 1 .. 2 1 3 . 2 __3..... 1 3 ..._. 1 3 _ 1 ._ 3 1 1 1 1 1 1 1 1 1 1 1 37.000 PSF 79 2 1 2 2 2 1 2 3 2 3 D,E,F,J, K,L 1 1 1 2 1 2 2 3 1 2 2 3•... 2 3 1 3... 2 4... 2 3 1 3 2 3,... 2 4 .. 1 3... 2 4.. 2 .4 . 1 _ .4_... 2 6._ 2 _ 8..... 1 4...8.. 2 2 40.000 PS 79 79 79 79 2 1 2 1 2 2 2 2 D,E,F,J, K,L 2 1 2 2 2 2 2 2 2 3 2 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 6 2 4 2 4 2 8 2 5 2 4 2 B 1 1 2 2 2 3 3 44.000 PSF 79 76 79 77 79 79 79 2 1 2 2 2 2 D,E,F,J, K.L 2 1 2 2 2 2 2 2 2 2 3 2 3 2 2 4 2 4 2 4 2 4 2 3 2 b 2 4 2 12 3 6 2 6 2 4 2 6 2 6 2 4 2 8 1 1 2 3 48.000 PSF 78 79 70 78 79 71 79 73 76 D,E,F,J, K.L 2 2 2 2 2 2 2 2 2 3 3 4 2 4 2 4 2 6 2 4 2 8 3 6 1 1 1 2 2 2 3 3 63.125 PSF 71 79 63 71 79 64 74 66 77 89 , 69 D,E,F,J, K,L 2 2 2 2 2 2 3 2 3 2 3 2 4 3 4 3 .._ 64 2 3 .. 6 3 6...... 2 6 3 -8--- 6 3 _..g.. 2 . 8._ 3 .. 7 _...8....6. 3 2 3 ...;._ I 1 1 2 2 2 3 3 4 ANCHOR QUANTITIES SUBSTRATE: —_\ AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT 12.776 16.776 18.776 21.778 24.776 27.778 30.776 31.106 ANCHOR TYPE: -. "'.t a rg�t �'$° �' Na - $�f afYe-1a11-1:111 ii ` gm P "`� a " WINDOW WIDTH 19.26 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 24.00 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 32. 2 1 2 2 2 2 3 3 2 3 3 2 3 32 4 2 3 4 2 3 37.000 re 2 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 3 1 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 31213 31213 3 1 313 4313 41314 413 1 4 44.000 63 78 2 1 2 1 2 2 2 2 3 213 31313 41313 41314 61314 61314 4 8 . 0 0 0 { 2 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 61 3 1 4 6 1 3 1 4 83.126 68 � 2 2 1 2 2 2 2 3 3 1 3 41314 413L4 61314 61316 61316 eimagy, Oft 1H1 lackicau C NO CHANGES 7HIBSHEET FA BP JC 11H&ZB Or. 104/123 B Malstas A TaesTwc7EDerSIZE. NO CHANGE T MB SKEET *motto ban aialiu7 I 1070 TECHNOLOGYOWVE NOKOMIS FL 84270 P.O. BQ1(1b2B Nom, FL 24274 �T- VisiM Bemsr ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -114° ELCO 334 CRETE -FLEX 3- #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD -18 lir MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 11 1P2° MAX. ABOVE THE MEETING RAIL 8° MAX. BELOW MTG. RAIL 16° MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 1. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 6W8 MIN. TO 38° MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 8. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DPI HEAD JAMB ABOVE MTG. RAIL 112 2 2 ® TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MFG. RAIL (FULL DPI JAMB BELOW MTG. RAIL ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 8tri00 , NTS 110 a 11 I�°�404a20 112 2 n a.° C Rabat L Clark, P.E. PE #39%12 Structural ALEXTERIOR INTERIOR L HEAD AND SILL DETAI ) ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3)A i OPTIONAL Ix WOOD BUCK (SEE NOTE 4) • 2x WOOD BUCK ®(SEE NOTE 4) 1 3/8" MIN., 1/4" TAPCON .) .1%3/4° MIN., 1/4° CRETE -FLEX 1/4° MAX. SHIM 1/4° MAX. SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE WOOD ANCHOR (SEE NOTE 2 & 3)4 '� 1 1/4" I..-..1 MIN. .j • lx BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)® (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4° MAX —••-• {+- SHIM 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3) 3.36 KSI MIN. CONCRETE OR 1.6 KSI MIN. CMU 1 3/8° MIN. 1 3/8" MIN. AN 1/4° MAX. SHIM ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 114° SS4 CRETE -FLEX 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx 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 11/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCK TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T8 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. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS. IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENT'S OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2 & 3) .131° DIA. MIN. x 21/2° NAIL, AT CORNERS AND 6° O.C. DETAIL F, (HEAD) .13? DIA. MIN. x 21/2° NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131° DIA. MIN. x 21/2° NAIL, AT CORNERS AND 5" O.C. DETAIL G, (SILL) 1/4° MAX. SHIM • OD FRAME Ramie!" me artmm SR. 01/01/11 C NO CHANGES THIS SHEET Rr , e•slep Fd6 _ u FA WM J.J. 249/07 1 X3/08 e•+ltlmu B 1124/08 lum A MM. NO7E1 ADD m,maeX DN 78 N07EBREF/AT HEW ANCiORR& 1070TECNNOLOOYDRIVE NOKOWS. FL B4215 P.O. BQX 1628 NOKOhA& Fl. MTh ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Mande ' $070 I NTS J of 11 I 4040-20 I C Root L. Clark, P.E. PE 838712 B1NOtufal BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable . an i �' - go g the use of construction materials. The documentation submitted has bee : .,, aims e County Product Control Division and accepted by the Board of Rules and Appeals "� ' ) o 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 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non-Impact Sidelites", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant ( Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07 -0731.04 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Eov/buildinRcode love //31" NOA No. 08- 1015.05 iration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 5 -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0"x 6' -8" with and without Non- Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified. Testing Laboratories, dated 11/11/2001, signed and .y esh Patel, P.E. (Submitted under NOA# 02- 1211.18) Jaime D. ascon, P.E. Chief, Product Control Division NOA No. 0 &1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. Jaime D. Gaston, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -2 JELDIVEN® Steel BW' FOODEOCEOPADf68P1 LaA188i4P MlCT OMIT PATNA RTl7 UTSWEI!7 l E�ALTDTEB f. TIN: PRODUCT G DESIGNED TO COME 6101 DE CEMENT FLOW 8112018 CODE AND NM VELOCITY 16A81CANE STOVE WM' REQUIREMENTS. 2. WOOD RUNG SY GORDIS EST BE A ENOR0M P1 .Y TO =REFER 1011$ TO THE STRUCTURE 3. PRODUCT NOSES QUILL NE AS USED AND SPAS PER #81811 LOOTED WED EDEEDIENT TO 61ff 6ATQ IL SAL BE BEADED M. DRESSING OR STUCCA { SEE TASTE I tN 112 SHEET PEE DONN MERE WKS 5. 1181 PRODUCT TM THE WEN 20212010275 FOR '18112' ZNES. SEE DE DESIGN PIS CART Bk1N8 6. WOES ARE IMPACTED Alf) DO NOT REQUIRE MIAMI-04DE APPROVED DIPACT RESISTANT SHUTTERS. 7. IOAIN -.04.01 APPROVED WALT REMADE S IMMS ARE REQUIRED RN sew 8. =ELITES PRE AN OPN N AND DAN BE USED N A SINGE OR was �YIU1.A® WIT ®81>33.OD0F(Bg mmadgegodiEd &NEE= 24 pu. (' "^ rTte@ans thickness. Grharstred Aetl A-525 camplaslai quay - Per ASIY 670 as map minimum paid sfrmgm Py(a1a.)=24,600 pet Chroillth Erpmdad odrotrme do 1.0 to 118 EtsId der* 67 >b ae61e and booths paste as constructed Gam 2408. (car mla.) galamtsd slat The bee sat tops and bollard we led RE am Dm top and boa= r. Re lop LLR raj 91ee3089 I.BY vide s 1812' high. lb elm Wens ma 6 tel famed 0.021' gmmdred dad propottO 1.87' wide x 1.21' IBA The Bides of The f® shed are rte broad ado On Lit 6mb die and Pormmase Pie to elm .00 memlem 1.87' m 1.0' The AWfm o 6 feed alb pspspem, ib face sheds we grad to the pes'Slyram. The sash 6 constructed from 2461 (0a70' 0.6.) admixed dog The edges of The Time dad we bed 80' pier The are and glued to a De 002e goods ore rooted To =he the COL Up UM Fromm or tb Woad Todd Light Frames (See sled 7 for glwtiA d The lie Barnes me sealed s/ EW glaring compound m The The banes are eaodnreted hum random Pre jams roarrodng 1,2' aide r 4.566' deep Om char as eIde0.e Imo jambs are mortised and Tait joined to the side jams and abated rah (V 18SA Y e 7 /If' moo ago eh ioa. The Ws me o dmdod burp foe Panda Newbold meesmbp 4.041 dap e 1A' NSA ib thmhdd Is a8acbed to the frame rib MI= 2'e 7/18' a® de skates .675* n?. -745'WL QA. FRAME NUM- 12' 3 FDA_ 8/1 PABS1 THDM 20• 0A oA WEN. HEED at.2' I Q DA FRAME HEIGHT ®® ®® N1C@f AcmE .WSiTP. - A' WAY PA PANEL HEIGHT 81.2' OA oA MAE FEW TASTE OFOONT0VT1 0 L3: "� �7 i iii e � s��7r d rlr�ll:�� 0 DIP SPICE omen woe uER OA • or 0A oA EDif 81.2' NAL OA ERNE WED 0.7E - DEED PNSS1DE WAIO -NE ED 8168001 ED T B Ism sou r0. ® (0.01 DA aDO) ♦ SI!$ Kim Pd -70 per DE RE 5701 OD CM Ear m0 (LEO) 6/10 Mina SIDES +57 pd -57 oaf 70.2' IaX OA MIME ED 7Y JL a 01.4 MI. 38' FM 0.A FIRE WM ®I® AN BAY e P.EN KENT 818' ED DA FRED wow 15,8' W2. 0.A 611E RYE ®M 14' 1wr. 0A plAn EON F F a78' -1 0.BZ4' 151 Jos' WY NE OA RIME MEN NNL SBSd' Tai OA NN 11P. SE WE QA PM. NMI F t% 8'ED 00. DLO. 6006 81 ED ALVA OA 02. . Lode ur. o.r.' e.rs:. n.a,■n,c 1S5' IOCL OA SNOW RE NE MEN 14' WT. OA PNEL NM us�Fradds 6a16a3Codr Ac 14O I 8'812 OA DLO. EDDI goats 01113111110 WPACr 1110 O1tA0) 11011-0P ACT anrmc aP6ED 61 621220 �I �allc& Edo S. Raids P. 6. be 418] PIP. me Roidelpe. Rao 3:981 sea a,asa 8C0.1mC Prepped BF m New 322 tic Pep -0990 -1788 Fax 321-690-1183 ease B- 1-0 sae 7.7. . 42 en MI a.c Ire S. SAFFELL owes pea 5-21114 sues 1.50' M9. cr.2r VOL MAX. SEM 07.25" MAX SHIM 1.513* ilaergla CID '.4011 EE DETAIL ON SHEET 5 EE DETAIL 7 ON SHEET 5 SEE NOTE ON SHT. 4 SEE NOTES ON mfr. 4 1.75' MIN PANEL INN 1.75" MX PAWL DIX SEE NOTE ON SHT. 4 81.25" MAX 0.A. FRAME HEIGHT rao• O.A. PANEL HEIGHT 81.25- MAX OA FRAME HEIGHT 0.125' MIN. GLASS IHIC MEE SEE GLAZING DETALS, SHEET 7 817.0' MAX OA PANEL HEIGHT SEE NOTE ON SIT. 4 (r) SEE NOTE 9 • 91T. SEE NOTES ON SHE 4 SEE NOTE 8 ON SHE 4 ON SHEET 5 OETAD. 7 CD. i47.1k! 1.34' EM& 1.75" HIM EDGE 015T. CONCREE/ LMSONRI Sr OTHERS \V 1H SEE NOTE .3 ON 4 rii5"1 11,S 11F111 maw raw 11111L7DIIN rartia-: W:Erriko ir.a.a -AC Ka Iff7 Latim.IFIMIEKIIC.LfAl_iu 79 OITA •Mr5;aa-.:-:: WEA iThil • IN 177;AFFX7. 'En orram-r. ELI LA 311._ 5111F77.1M1.4 • mcms. 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SHEET 7 SEE 1811E 8 ON WE 4 SEC NOTE 5 0 ON SHE 4 a75' HOW i JQOSS SEA S 7 �Y SEE UEG1. 5 ON SHEET 5 ® Ar S ELTRE TO HINGE JAYS I. SPAM& FM IJEY 128 TIE ITO x 1• PEN SCREW A1TAQMM DE MEAL AMRRL4. TO THE MOPE 2057 6 AS FOLLOW PROW D6 TOP o01W4 a TIE M M UP. 1.0" as 4D' sr. dd.O', 180` a 280: Df OMENS 2. SPAISM FOR ITEM 123 TIE 18: 11/2' PIA 9269 A AS REALM TOP A MAY IWRR4J#Z .. SmFOE PAT!. 10• 81 MOW LAW TEENER M TIE SEEL tfltINIAVE ram DE SOME PPi�gg J.O 1101 288 .TSE 520' a eJA: 1 Slams FM REY PM TIE 18M x 3/4 Boa 1 MS. MT12199 DE OUAf88P ROM TO TIE =RE MD ram 19 TIE TIM 2 r 8RAD TIM Ml. ATGOD81 TIE MRLIN 17Q'.10 THE t8AL81N 849 2 RJIC4 E. s AS. Mae Hp I 5u11w1 IJfIRR1WTMLY Om TH6 3/8' 011477 BOUADJT 1.25' 11 FAO LADE coma ono (I) M9. MS- »L . . • I.25' 9PM Fiat Ete sx YORE MOLLY SAWED ON NE 4. wet AIVON6 TTE ERNE PLATE TO DE JAM MD BUR USE IPM 125 A 18 • 2 I/2• PEN NOD MEM 94814 111@181 THE S7ROE BATE TO TIE 146 AND SMITE J4® AT DE IRRM USE OM 124 A /8 s 2' PEN WOOD SC= 5. 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USE 111111 !WON WALLING BRO Oa17ETEAMS0 AO' SUBSTRATE AT STE ITE SUS. ELme 0 QOM' 190' M. B®. 4 � SEE AGIE s 24. aN R. ON SLR. 4 ROES ME OEDW. 5 ON SKEET 5 or VAC DWI 11/(6) Pleads P. Cb PL® 'lica ` sa WM. r8•11a01116 ME= Repaid 14e APIFEIWIF PTmc It�0 -LT® Fac 321- 890 -1789 scats ILLS as ® AU aicEID S. 51791. smoa 5-2104 8l. . WIG OA FMK HF31R r m. 8 SPACES 0 I3.Br 74S INK OA MIME NM SEE — SEE DmI. 2 011 THIS SW. r-1 fY' ITLI II— B'11P. rnP. 9L I I I III I_ 7.ne' SEE 0l3721 5 :r ON NOS SHE 1 550'1 r 38.87r —V Mi. 1-112.125. .- 11 »p 31' 31' h� ON IIOSR. 02a3LEATIEUMMENTELAMIELIACEDZI me .1 p, A o SEE OEM 4 ON MIS SHE 702r M L OA FEW NM I I 1_ SIE owl 4 + /Ct MISS SHE 7Jrs' }�/ it — SEE NOTE 7 SWEEP* 4 QFW R -ONFAO 1W10.3— Of=1212 ASONM WM FLUE 0511140N. STRIKE PLATE IN TO JAW & 00011 s a> noon M 1,g' 31' SEE NOTE IO ON 51W 4 COIROD60K RW Ofta c�(+n rear P. G !1 OM aaer •■•• o am IROaeO 04 LW Pk= &21 Ile Fae 371 -693-01N ma N- 1-01 rum ea as as ma S SAFFEl MOO IOU S- so D a4� • 81.25 WIC OA fRAIE MORT 1' 107' WE OA ERAff ISM SEE OEM 3 I ngic 22 MIN mw EHE EIR2 -- Y® mom ORERAR ►:u SEE OELIY. 4 OR SHEET 5 8' VP. a swag 0 6.11P. � 7r UAL OA � NNE EOM —I '. 7.373' PRODUCTREVESED asccutaftwithtbrakeida »e � SEE OEM /OR SHEET a Eno It Ag Role 9.ed 4l um awo+. m. w ROW* Raffia RPM Repasi BF Ras 321-690-1783 Foe 321--t710 • fileaGUENJ GE WE FEW SOW ME yr WSW GLASS SPATSECH POGGPI 1,950) 013 2,91114.11128.1 GWEN WE MOE r GRIMM 7EIVERED GiASS LUPOY 01-5007 TEMA G1ASS 0.12e WA GASS noWirta fir mot *00 cuss uwoy �J-5991 MODEXTBEVISED maaaplynowith deltoids •so•Imeallo Bahleg028. - BapicadroDets Iliviska g 1 Dia 11. RAP P. Zito. 039 32x=" aft r14125 PPP OEM. POMplin M. EOM Pawed Go PIE, 116 Gum 321-650-171111 ise 321-0110-1780 9-11-01 stem MTS. 0/0. 811 am on S. SAFFEll PROM 11Cle S-2104 stir r'-.'rre 11.7 71 fCIF ■ 10' LOW O62 far �n L w r r u rrr sofas, tort TOP, 1.011 001J141 1.87'1 �,, f/ 1.00- MO P0140E5056 ME r OlmuitTLIBLE 0.14' ,0 SCRIM 0-181 1105 650 :. 1.2' ZIW' rO, 0 0t 11878' ra81r 1100@4 1.Y r 154• i- e . G' "II 1! 7:'J: POLYO1ai1V 0.48' 1.74' 0.07' Ito 1.311' 2.14' 1.01 0 J. 11 1 5 a1- ll 0//— if ASCULOCK GIMP R JOINTED KNOW PK 1.042' r,. 45a8• —7174 � ▪ / /- / /. • 0 1.- ©p 00 154• rue ��y�sir --I i-7 `` /- ` , 111 : 11- 1, 1 -. IJPJ' —f` [--- toar --1 MIMOSA PIPE PAODULTRIIVISED N El 18cWm rll` 0.128' 1.5r 1 0 0 0 0 022 �6iKlK. 8 f S0}1 B�! > (51.2'" i* O4' x 4' x 0047' 1 1'S1 pROISUCTREVISID rsmrs► Aacialzmo 10154.5 Mao I..— 40:1• --I is -BF IPM1 WOOD PORT Pr 0 Rode' 61m 1 ®a OfllatolbbWa ROM prepartd 116: Mt LW Moog Sd1 -6990 -1799 Fox 321-69G—1789 an 9 -11-01 saw ftiS on Ern ASV Dm ms 5. SifTf11. 5-2104 a��aI. MIAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 3250 Lakeport Drive Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules �``a ` : +vs the use of construction materials. The documentation submitted has been reviewed by Miami -D County ' ' 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DoorCraft" 6'8" WE Single Inswing Opaque Steel Insulated Door - L.M.I.- w /wo Sidelites - N.L APPROVAL DOCUMENT: Drawing No. S -2198, titled "Steel Edge Opaque Steel Inswing Impact Door up to 5' -11" x 6' -8" w/ and w/o Non - Impact Sidelites", sheets 1 through 6, prepared by PTC, LLC, dated December 26, 2001, with revision D dated August 31, 2007, signed and sealed by Eric Nielsen, P.E., beating 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: Single Doors : Large and Small Missile Impact; Sidelites : Non - Impact LIMITATION: Sidelites require Miami -Dade HVHZ approved impact resistant shutter. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a revision 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 # 02- 0107.03 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 .miamidade.gov/buildingcode ilAri R r its? )40 NOA No 07- 0709.03 Expiration Date: August 08, 2012 Approval Date: October 04, 2007 Page 1 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2198, titled "Steel Edge Opaque Steel Inswing Impact Door up to 5' -11" x 6' -8" w/ and w/o Non - Impact Sitelites", sheets 1 through 6, prepared by PTC, LLC, dated December 26, 2001, with revision D dated August 31, 2007, signed and sealed by Eric Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Large Missile Impact Test per PA 201 -94 6) Cyclic Wind Pressure Loading PA 203 -94 along with marked-up drawings and installation diagram of an Inswing steel edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA694W, dated 4/20/01, signed and sealed by Ramesh Patel, P.E. "Submitted under NOA# 020107.03" 2. Test reports on: 1) Tensile Test, per ASTM E 8 2) Tensile Test, per ASTM A 370 along with marked -up drawings and installation diagram, prepared by Certified Testing Laboratories, Test Report No. CTLA696W/DADE, dated May 03, 2001 and May 30, 2001, signed and sealed by Ramesh Patel, P.E. "Submitted under NOA# 020107.03" 3. Test reports on: 1) Self Ignition Test, per ASTM D 1929 -96 2) Surface Burning Characteristics of Building Materials, per ASTM E 84-97A along with marked-up drawings and installation diagram, prepared by Intertek Testing Services NA, Inc., Test Report No. ITS- J99006660-001, dated April 08, 1999, signed and sealed by Douglas Keith Tucker, P.E. "Submitted under NOA# 020107.03" C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by PTC, LLC, dated June 22, 2007, signed and sealed by Eric Nielsen, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 07- 0709.03 Expiration Date: August 8, 2012 Approval Date: October 04, 2007 ,Teld -Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 0921.09 issued to ODL, Inc. for component "ODIJWR Doorlight Assemblies - Materials Approval" dated November 10, 2005, expiring on January 17, 2011. F. STATEMENTS 1. Statement letter of conformance, compliance and no financial interest, dated June 22, 2007, signed and sealed by Eric Nielsen, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0107.03, issued to Jeld -Wen, Inc. for their Series "Steel Edge Opaque Steel Inswing Impact Door up to 5' -11" x 6' -8" w/ and w/o Non - Impact Sitelites ", approved on August 08, 2002 and expiring on August 08, 2007. E -2 Jaime D. Gascon,P.E. Chief, Product Control Division NOA No 07-0709.03 Expiration Date: August 8, 2012 Approval Date: October 04, 2007 • JELWWEN® Steel ate REWIND STEEL EDGE OPAQUE FACT 91561. DOOR MOTS Will W/O NQIA4MPACT BR I EJJ TES SAL MITES I. no IR001Cr 6 DESIGNED 10 COMPLY WIN THE 2004 P1�4 61H10AWi CODE 2 & 26bB 041615611) NM HIGH YE10fM NIPPIODE 2. 2x B/ uses se 101ST WE wee PROPIRLY TO TRANSFER Laos TO TE Siff 3 PRODUCT ANCHORS SHALL HE AS 15115 AND SP00ED PER ANCHOR LOCATION BNNW 5955 1EMENT TO ME MATERIAL SNAG. BE BEYDOD WALL S *f.SN: OR RAMO. t EE TABLE co 1 so cur 119 OESDN PIWS51215411WS. 5. 1151 saw Bas sr {EET THE BATHE 100]751®115 FDR Vile sass Ems 1W is scam masses AI.ADAN ThEMIND. SEE NOTE AMMO TO TIE DEM PRESSURE O4 ST BELOW. a 0DEIDES OGRE 10446 -0551 APPROVE) WAIT RESISDNT SKITTERS. 7. SDEUIES ARE AN max 8 A WO MEN OREECE IN ALLOWABLE SEE S 5 USED ai Ofs?1 O ANObRS BID WOOD O62. )r . INWIATmB /EELLOdLL0.amanbe96anecardihei F xheetm 24 ga. (0.0207 minimum thickness. Ga(raNzed Steel A -525 eamm cfal away - A1030 per ASM 520 with average yyminimum yield pstrength Fy(ave.) = 25.000 psi. te TM amid poor PsTTbl . The active and 1Inn chive door panels are constructed from 2404. (0.020• min.) galvanized 'steel. The face sheet bottoms are bent BIT over the 24 ga. (0. 021• min.) roWormed bottom rag measuring 1.73• wide a 1.21• high. The face sheet tops and sides we bent 90' aver the 22 ga. (0.029• min.) rollfwmed tap rail and side stt0es which measure 1.73• wide X 1.21a• high. The side ate tabs am beat sr over the bottom roll. and Bemired with a 0.25• x 0.50• x TN ga. rhet at each earner. The interior ossify Is 5idute Panel I The sWe0te panels we meted from 24014. (0.020• min.) galvanized steel. The four edges of the face eheela are bent 917 aver the polystyrene core and glued to It. The panels are routed to receive the 001 Lite Frames. and glazed with 1/8• tempered glee. Frame Construction The frames ore constructed from Ponderosa Pine janbe 1.25• wide a 4553' deep. The door and eidelRe we mortised and butt Joined to the side Jambs. door frames use an adjustable threshold measuring 456• wide x 1.15• high. The eldelite frames use a 455' wide x 1.15' high sideltte sill with Integral saddle. AO attachments are made with (3) 1615.. 2• x 7/l6' crown who staples at each comer. 1161E0FC0016713 3tT( 3 4 5 DESORPTION ES GENERAL NOT AND ELEVATIONS VERTICAL CROSS SECTIONS AND 011. OF MATERIALS HORIZONTAL. moss SECTIONS AND smarm DETAO. HORIZONTAL CROSS SECTIONS AND NOTES ANCHORING LOCATIONS AND DEWS DNB COMPONENTS 1 `I. n, I11' tr lli'.la TABLE 1: sae NAC OA FINE KENT 651 max WOE 5516 SW 1.2r • DESIGN AVERSE RONO METE NW auDDdg9N =mew Les sum W/ ms WZILE T WE W/6D NON -BRACT MBES 041 OK z4 010) NO pd -m pd *CRT BE 11g1D NEW REDIARDEMIS Oaf TE 2004 FOC SEMEN R 44102321 Or- A:m07 0_•003' Division 1110516551140 i gip/ ACT RUES DX(Q) &xe.xstxa Flmxe P.a.nn.4132i mnms 16.0.1 am emnmag>wu•333 raemarmaamea>mw.Ma Preyed By Roc 32NC 1-30 -1788 Fax 32h650 -1ED eve 12 -28-01 ewe N.T.S. ow. we IAN set en SW INDIDD S- 2198 -01 ewer i_ Or • • 1.50• MDL a25* awe. 614X 9631 MAX OVERAIL FRAME HEW CONCRETE / MASONRY BY OTHERS SEE DETAIL 3 ON SHEET SEE ME 7 ON SHEET 4 0 1.25 MIN. SEDED. I.50" wit tf EMBED. AX 0 1.73' MR PANEL DIX zso' MDL EDGE LIST. 1.75. (-§\ VERTICAL CROSS SECTION 711TH ADJUSTABLE THRESHOLD 815" MAX OMNI (RAVE HEIGNT MAX HEIGHT 1.625" OECRE1E / 11A50222/ OTHERS CONCRETE/ 6250293 BY COSINE SEE OETAL 3 _J- ON SHEET 5 SEE NOTE 5 ON ROT 4 1.75" PANEL ONE SEE NOTE 2 ON SHEET 4 OW WM MASS TINE ME= SEE NOTE 1 ON SHEET 4 SEE GAM DEW ON SHEET 3 POLE 1 ON SHEET 4 en' MAX EDGE REPEL SEE NOTE 7 ON SHEET 4 1.25. 2.50 MN. 1.75. EOM DM 1811. (I)VERTICAL CROSS SECTION AT NON-IMPACT VIEUX SASH (994 OM STEEL FACE SW 2401. STEEL 2 FEMME 1030 OMER JOINTED POTRERO% MO 3 ROWE HOGE .069 00629 mem ecsereetza RHO 4 OBOE ROUE ale AND AMISS (MR MATEO R210136214 PRO 5 4'3 4" BLOT ma 1246. OTY HAIM IL: 6 19111*PFH WOOD seem 70 0000 7 L4Tal SOLE ROWOREEMENT 44.5' LATCH SIDE 3/33FORCESENT 125 LOPS) MANE 121111906E THRESHOLD (BY AVOW) COMPRESSIDI ISBOTERS11512 DOOR RIP SEE DOOR BOTTOM RE! DOOR SDE , 110 x 1 J/4" FYN DODD SOBB9 150 101621 ME SIRE FIGNFORCEIENT (12.4" LEO) BRAM POOSIBTETE (1.0 to 1.25 19.,42 OBEEM BY JELD-WEN ID If 12 13 14 15 18 17 WOOD WOOD STEEL TEED MW MW FOAM STEEL STEEL STEEL LEL 19F 18 19 20 21 22 23 24 25 28 27 28 29 NORM Mt 00011 KORN 2e WOOD as mac (BY oarais) 0.25. IIAX SHIM 1141110.41. OWE FROM 111101014517 16.2SIG 09 0154111) ONSET 462629173 KNOB reser MAN 700 SERIES mew Nor 5000 10 WOO 02113114101 SOW 13/ 1.50. SAL EINEESENT x 5. TR1110X1 MEW 18 2 fir PRI WOOD SCR9/ ODOR LATCH WSW RATE RETIRED USED CAULK (Cl lABREPICE 33 0 W22113 COMPOUND (097 BY 001) FOAM WOE WOOD STEEL NOUNS 31 .32 33 34 35 2$ 37 39 39 WE= 06' H12.5" LONOT 3/8' 01M1171 RCM SORTIE SKIP 0009 URN 903 .0017 STONE RAE SWAGE RPM SET P51 mew papaw Rao (11401 100810 SIAM, CO15089 DOW 1199 1/e 7131PERBT MASS (BY Pm) CO. DIE AWE m aPARIECII POLIC011 PP5530 013) 509191110 STEEL FACE SHEET 2444. (4025.1134.0162) SLOW WOOD 12700 SIRE SIRE SIRE SWORE WASS POLYPROP. 40 41 42 43 IS x tIff PIASCROR (ODI. DIE ALOE) 5011110 1903110 IND= BAR (0.75. x 4565. r 82.51 SIM SIM. p1010 WSW SEW maw fiffarla SERIES OW WOO 44 10 x 1" PAV HE4D Ser MEAL WREN 45 5123.90 111810620 WM MEM SWEDE (BY MOO 48 47 Ito z5. PM MIDI =MI 8062 SIM SIRE SIM 50002$ 1003DUCTIMEVIED 01a044y9.62IdoP1oride 1000gCode 00200014o 0 FE .101 MAD T 1 ma NAIL IS 0 A 0.75" 100 EWO APC01 WSW W/ 1.25" WI EMBED. se 49 MOW LA= JAMB (EWER JOINED PONDEROSA PRO SIM SIM STEEL 19920 0 0 01 et E108.00an Fa11iP.E.0/0..923 KM. Itamegm0068005 Ro:140e.Fisile FHPECatitaladkitarAeot03.95339 Named tx Ar"I V Maw IIS P180351-01-1788 Yoc 321-590-1789 maw 12-28-01 Aare gra 80118 RN 019.118 ess 00010 10J 5-2198-02 OEAT • 1.50' N0L ELWELL D.25 SUM SEE DETMIl 3 Caff ON SHEET 5 © /I BLE SIRENS SEE NESE 3 ON BEE 4 Q Q ® HORTgONTAL CROSS SECTION FRAME LATCH JAMB TO BUCK MINff0so7wiss BEE 1.75' UN. PANEL INK sae SEE NOTE 1 ON SHEET 4 WANG OETAt -1/8' TWEED PAS ;fo.lzs9Na9. GASS 111K HONOREE MASONRY HY ORBS eta-, MitaP.EPPo.41SB PlQIIL fPCU6 dREotaml4ffi,6 Prepred Or PTC. ILO Roma 321-590-1788 Fax 321-680 -1749 DOB SCALE emm 12 -28-01 N.TS. sn BBK Off. en MV MOM ecu S -2188-03 HeII .. or 8 • SEE NOTE 5 ON DES YU e SEE NOTE I ON THIS ©' SEE DETAIL 3 ON SHEET 5 SEE NOTE 4 ON HIS SHEET 0.75' SEE DETAIL 3 ON SHEET 5 SEE NOTE 4et, CVTH57is 4 (11D SEE NOTE 5 ON 11DS SHEET 1.75 TOIL PANEL MK SEE NOTE 1 QV DRS SHEET PRODUCT D as Rarnig Cods Division SEE GAZING DETAL QV SHEET 3 SEE NOTE 7716 SEE NOTE 3 ON TF15 NOTE 2 ON INS SHEET HORIZONTAL CROSS SECTION NON- IMPACT SHELTIE TO LATCH JAMB NOTES 1. SPACERS FUR REIT 140 THE 18x I I /2' PIAS(REW IS AS RUNS: TOP & NOTIOM. HORIZONT ALLY. FOR DOOR PAN; ZO' M FROM EACH CORD ONE IN CENTER 10P & NOTION. HOR20NTALY. • FOR cnfcagc POND• 3.0 04 FROM EACH C IRNEW% • FROM TOP OO7R! ON THE 5005 S.O 13.5 24.5 35.0; 460; 575; OR.5' & 2. SPMAVG FOR REIT 147 TIE 18 CA x 3/4' SHAD INN NAIL ATTACHING- THE 3/8' QUARTER ROUND TO 1W SIDELIIE ANTI ENO: 18A1HR4 CAP TO THE MULLION BAR VERICAILY, IS AS FOUR MAX" 1.25" IN FROM EACH CORNER WITH (1) Nu. MD-SPAN. ma= 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. .3. WHEN A1TACHOG NE DOOR MO DEAD BOLT STROKE PLATES TO THE JAMB AND BUCK USE ITEM 125. A 18 x 2 1/r PFH WOOD SCRIX'. MNI AIMODNG THE DOOR AND DEAD BOLT STRIAE PLATES TO THE JAMB AND SDOTE JAYS AT THE MULLION USE ITEM 124, A %8 x T' PFH WOOD SCRIM 4. SPAONC FOR 11EM 125, TIE 14 x 2 1/2' PEN WOOD SCREWS ATIAOISD NE JAMBS TIMER AT DE MILLION. 5 AS FOLLOWS: &0' FROM EACH VERTICAL OORNQt WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD. 5. THE SEEM IS SIRED INTO THE SDEIRE FRAME WITH HEM 129 SLIME CAULK ON THREE IVES AND 3/8' QUARTET ROMS SECURED WITH ITEM 147 BRAD TRIM NAILS x 3/4' LONG Ti. WfEN ATTACHING TIE HINGE TO THE AEI AND BUCK USE ITEM #46 A 110 x 2' PFM SCREE. WHEN ATTAOIHIO 7TH: HINGE ID THE JAMB AND MERE JAMB AT THE /ARUM USE NM 114, A /10x13 /4' PFH WOOD S(RW 7. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF ETNA F WORIMNI CHARACTERISTICS CAN BE N15ED UPON APPROVAL OF THE ARCHITECT OR EIMEER OF RECORD FOR THE PRR1ECT OF 6M50R1511W Mag nn .11.11 tC ■ Y/ O e O 417 avozal O O O® `� GON THIS SHEET SEE G DERR ON SHEET SEE QN THIS NOTE 2 SHEET W 'WON Ti SIEEff TT SHORIZONTAL CROSS SECTION NON- IMPACT =ELITE TO HINGE JAMB ® HORIZONTAL CROSS SECTION NON - IMPACT SIDELIJE TO BUCK alW eaaweem FLile P. ENO4133 MUM Rn -fpWO atnnoCa StalsOssRdds =SS cerE a Ian= 5c5c 11-1 111= IS a9 °d a Q a V Premed DE FTC. US Pews SE1- 600 -1785 Fee 321 - 600 -1789 DUD 12-20-01 DNB N.TS. OWL SE RN as. at RN acme td 5- 2180-04 sews 6 e • 37.75' MAX 0A I MULE WDTM 6- Owl l- e _I I 111 • _-/ E auo. 2 ON WS SHEET 82.5. 1141X. OA FRAME fEIGNT .1. I I I QOM SINdE DOOR WITHOUT NON-IMPACT MITES f7Q VIEWED FM PATEWOR f01GES TO JA!® & SEE OEM. 1 ON THIS SHEET 6' (m'•) 6' (w) 14.1' 14.1' L. L r7025' MAX OA FRAME WIDTH are NEIL (11P.) 6- (m) Y (IYP.) 8' (IYP.) OYPJ 623• YAK OA FRAME HEIGHT STRIKE RATES TO A10) SEE 1ETA0. 2 rON nos ONSET 7.3F' '. SEE DETAD. 1 �ON ins SLEET J1' ()--1 3' (IMP.) MING SINGLE S OO� FR COIDOE IC FOR INSTALLATION ANCHORS 0.15' 1814. 7 f;amlERS2N / 1 ataede•m ramv.eras• t®momsaai.®rCxa licsitte*.Faite mass tare0e.1293e Prepomd Or PTO LIZ Maas: 721••690 -1786 Fac 321 -1210-17ON oue 12 -26-01 OWE, ALTS om an WIA1 me on 11Y 0&111110 les S- 2186 -05 saw _5_ A.A. t • a5825• 1.25 % / / /// / : /� / /i %�i%i i 2.19. 8�� F016ER .105050 PONDEROSA PATE 0�0 J D.Rr -i ar OS' 1.173' as5zs' OOITIMAILIMBLETHOEm O:Br WAIL ALUNO WU (IMP80 L) 1.79' 2.12• oar 45825' O8TH SEAL BOOT (&8'ERIN) zee 00 DOOR TOP WAIL & SIDE STILE 2202 (0229) ROLL FORMED SIIEE71. —r0 - 121' givR BO11ra RAIL 12a � ROLL M1ED 1.68• owe air 18 DODR WAOOR 55V e EXTRUDED W111. 11.&75' —1 1.931' r 7 8 1.15' foiy�o. MOF L� 05Y Dag• I Ds0' 053' —� f0 I MS 650 LI 1• r- 025' 31 MW110nI GP ME 15 f LVL 4' 18 -11.131" r —r g?; 121r MDT 2O4• —II-- 0.125• zBY —mot Oa2 1 E FRL 1/8' v: O RP POLIPROPE1ENE L 0 0 LL 0.097-L-0-- I O 4- I O5 4114 STEEL 91fir 10 4'x4'x .09r DX SOIl F zir L_ ODODR as?IRE Pu1F al(32' timh ma- 411; 1 a a 81 rrtoS.rmmt Mottle P. a N.41331 MUM te60ismal Mot eiboa r>peo a wars Prepared Be FA [Lc Phone 521-690-1768 Rae 321 -500 -1789 woe 12 -28-01 sate NJs as an WIA1 _ ex. an RN MUM MA 5- 2198 -08 mw 8raj_ �\ 961 t - IC° BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JUL �� Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 j (�:� Permit No. lam' S �`1 °� Permit T OWNER: Name (Fee Simple Titleholder): Address: ROOFING An/4/4 fjLI oar city: ,,, , s//U 5 NjLteIG . State: Tenant/Lessee Name: Phone #: Master Permit No. Phone #: 832— 65 673 `G Zip: 331 3`3 Email: JOB ADDRESS: City: Folio/Parcel #: Miami Shores c045 99,4V County: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: )V Miami Dade Zip: '3 8' NO Flood Zone: l�CI DIE514,4 4t c7NsrI . INC. Phone #: Q51- WIZS28q 235-5-144646//4 N'- City: A.2.01/ if M t State: Zip: 'N'k (8/ Phone #: c{St - gct 282$4 Qualifier Name: M. t�'r4- t 3 2,q -1'�, td ) State Certification or Registration #: eG G /5 / N -1 I 0 Certificate of Competency #: Li 3 47.8 S S Q Contact Phone #: 95f- g92. )2 89 Email Address: f7itie.-lst?4LS r4%''O. CO 44 DESIGNER: Architect/Engineer: atiA -so, }CAtItIr,a) Phone #: QSr{ -?_24 -IMO Value of Work for this Permit: $ y' Sod Type of Work: ❑Addition ❑Alteration Description of Work: 1 Q,' ` Ivry Square/Linear Footage of Work: tau t N 1 otAl t^c €(*(ACMWr ❑New XRepair/Replace ❑Demolition w ov Submittal Fee $ to Permit Fee $ /7° CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ I -'� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) --- Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature,' Signature Owner or Agent Contractor The foregoing instrument was acknowledged befofe me this' 8"lek The for _ of ; instrument w acknowl /� day of , 20 19 , by /0 GG°') day o a.�l , 20 )1 _, b who is personally known to me or who has produced to me or who has produc E ; zat ?tn Raiszadeh :CuhtA'iaSION#DD895323 EXPIRES: SEP. 22, 2013 #4.74,4% WWW.AAR0NN0TARY.com dentification and who did take an oath. OT �',Y PUBLIC: 11/22L1. Sign: Print: My Commission Expires: ;eve aks kskskak*ikikakskakskikakskHaH:* **skaksk*skskskskde*ik**ikak*ik**skska asks k* **ik** *ak** **sk**akakak***ikikak*ikK ikak***Hsnki ***Ik APPROVED BY Plans Examiner Structural Review (Revised 07/1 0 /07)(Revised 06 /10 /2009)(Revised 3/15/09) kskskaksksksk4k*etasksk *ak:k Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 RCI DESIGN AND CONSTRUCTION INCORPORATED 2355 MAGNOLIA DRIVE NORTH MIAMI FL 33181 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 AC# 4411502 STATE OF FLORIDA _ DEPARTMENT O BUSINESS AND PROFESSIONAL REGULATION QB58559 - -_ 05/21/09 088220892 QUALIFIED BUSINESS ORGANIZATION _RCI DESIGN AND CONSTRUCTION INCO , (NOT A LICENSE TO PERFORM WO ALLOWS COMPANY TO DO BUSINESS .=I IT HAS. A LICENSED QUALIFIER.) IS QUALIFIED under the previsions of,Ch.489_,ss Expiration late. AUG 31, .2011 L09os21,oa90 EGzC--r5t47710 05/21/2009 088220892= _QB58559 The BUSINESS ORGANIZATION Named below IS QUALIFIED Under the provisions of-:ChaPter 489 FS. Expiration date: AUG 31, 2011 (THIS ISNOT;A LICENSE TO PERFORM WORK. THIS ALLOWS COMPANY TO DO BUSINESS ONLY IF IT HAS A QUALIFIER.-) RCI DESIGN AND CONSTRUCTION INCORPORATED 2355 MAGNOLIA DRIVE NORTH MIAMI FL 33181 ACRD,. CERTIFICATE OF LIABILITY INSURANCE PRODUCER (954) 315 -4000 Chester Insurance Services, Inc. 1761 W. Hillsboro Blvd Suite 204 Deerfield Beach FL 33442- INSURED RCI Design & Construction, Inc 2355 Magnolia Dr N Miami FL 33181 — COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED ED ABOVE FOR THE RECUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RE5 RESPECT TO WHICH THIS ICERTIFICATE NOTWITHSTANDING DMAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ;War) UNITS IN SR AMYL TYPE OP INSURANCE POLICY NUMBER DATE (NMIODIYY) DA ( ) LTR Nsea� 04/25/2011 04/25/2012 S 1081205847 EACH OCCURRENCE A, GENERAL LwwLm► pgpppO r0 READ X CONAt6RCIAL GENERAL LIASILITY PREd It (Em opoarenaoL t1 / / / / MED EXP( we e p(�+) S I CLAMS MADE OCCUR PERSONAL 8 ADV INJURY J rDATE (MINES YYYY) 07/11/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICES BELOW. INSURERS AFFORDING COVERAGE INSURER A: UNITED SPEC/ALIT! INS. INSURER d: INSURER C: INSURER!" . INSURER E. NAIL CEEN'L AGGREGATE LIMIT APPLIES PER: POLICY n PRO- 70 T n LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GARAGE LIABILITY RANY AUTO / / / 500,000 100,000 5,000 50 0 G00 GENERAL AGGREGATE s 1,000,000 PgpDUCTS • COMPtOP AGG $ 1,000,000 COMBINED SINGLE LIMIT (Es acelden1) BODILY INJURY (Per pgrsaR) BODILY INJURY (Per eccldanq PROPERTY DAMAGE (Pe =Me V) AUTO ONLY - EA ACCIDENT OTHERTNAN AUTO ONLY: EXCESSIUMBRELLA LIABILITY OCCUR a CIAIMS MADE 1 DEDUCTIBLE RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIEIOR/PARTNEWEXECUTNE OFFICER1 MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS betray OTHER EA ACC AGO EACH O URRENCE AGGREGATE S $ S S S / / / ITORYLTMrrSl 1 ER EL EACH ACCIDENT 3 S E.L. DISEASE - EA EMPLOYER EX, DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONSILOCATIONENENICLSSIEXCLUSIONS ADDEO BY ENDORSEMEN1f8PECIAL PROVISIONS GENERAL CONTRACTOR CERTIFICATE HOLDER ( MIAMI SHORES VILLAGE. ACORD 25 (2001105) INS025 /01081.09 CANCELLATION SHOULD ANY OP THE ABOVE DESCRIED POUCIES BE CANCELLED BEFORE THE E'(pgRATION DATE THEREOF, THE ISBWNS INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO RD SO SHALL IMPOSE NO OBLIDAT1ON DR LIABILITY OF ANY KIND UPON THE INSURER ITS ABENTS OR RE?RESENTATIVES. S 3 AUTHDRI REPRESENTATIVE 1\-34.1‘-' ACORD CORPORATION 1968 Pege I ES 2 05 -13 -2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE PERSON: FEIN: 06/13/2010 EXPIRATION DATE: 06/12/2012 RAISZADEH 261361449 BUSINESS NAME AND ADDRESS: RCI DESIGN & CONSTRUCTION INC 2355 MAGNOLIA DRIVE N MIAMI FL 33181 MEHDI SCOPES OF BUSINESS OR TRADE: 1- NEW CONSTRUCTION 2- ADDITIONS * IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed an the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt end certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at ®y time for failure of the person named an the certificate to meet the requirements of this section. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW QUESTIONS? (850) 413 -1609 AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 06 /13/2010 EXPIRATION DATE PERSON: MEHDI RAISZADEH FEIN: 281361449 BUSINESS NAME AND ADDRESS: RCI DESIGN & CONSTRUCTION INC 2355 MAGNOLIA DRIVE N MEAMI, FL 33181 SCOPE OF BUSINESS OR TRADE 1- NEW CONSTRUCTION 2- ADDITIONS : 06/12/2012 IMPORTANT 0 Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 NORTH .4f MIAMI Fl OR I D A City of North Miami 776 N.E.125 Street • North Miami, FL 33161 • 305 - 893 -6511 Business Tax Receipts Issued Date: 10/1/2010 Expiration Date: 9/30/2011 Business Tax Receipt #: BT- 001815 RCI DESIGN & CONSTRUCTION INC 2355 MAGNOLIA DR NORTH MIAMI, FL 33181 GENERAL CONTRACTOR (OFFICE ONLY) Business Name / Address: RCI DESIGN & CONSTRUCTION INC 2355 MAGNOLIA DR NORTH MIAMI, FL 33181 NOTICE: BUSINESS TAX RECEIPT MUST BE TRANSFERED WHEN BUSINESS IS MOVED OR SOLD. NON - TRANSFERABLE • POST IN A CONSPICUOUS PLACE • NON - TRANSFERABLE NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. W --% -fi /L AX FOLIO NO. /1..3ZOop_,)t't - acre) STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111111111111111111111 CFN 2011R0493676 OR 8k 27769 Ps 0805; (ips) RECORDED 07/26(2011 14 :48 :36 HARVEY RLIVIHp CLERK OF COURT MIAMI-DADE iOUHT r FLORIDA LAST PAGE STATE OF FLO IDA, COUNTY OF DADS THE UNDERSIGNED hereby gives notice that improvements will be mader (itetthISiSatruecopyofthe property, and in accordance with Chapter 713, Florida Statutes, the follow', ;;,'i . • r r.. Gaon is provided in this Notice of Commencement. WITNE VEY 1. Legal description of property and street/address: Space above reserved for use of recording office 'ef3.- Alt 92 5 ! It 15-D '..9eli Shtvey5 i -z 33&f 2. Description of improvement i--) X'S P-' 1/4.3U f5 a/'="i,90F' #5 LIZA WEST e©,v2)0 0/.1/i.s79 Bowe 3 ¥+'2 , /29a. 3. Owner(s) name and address: _ 1- c/ 0 Interest in property: Name and address of fee simple titleholder: /4vw.4- , [/ 4. Contractor's name, address and phone number. ,pc/ 280'5;ovG- ydgDzie# ? V 1f/./d' /A,!/ f/ 9•3-11._ 84128z-1'4 i .U` 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ -- 6. Lender's name and address: ✓" 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number brc/N.t/i2 hteleS i 60' 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: 7 /f/ /a (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Print Name /f 4/4/4 A >v Title/Office tA, N STATE OF FLORID COUNTY OF MIAMI -DADE Be foreg ' g in mera�yvas acknowledged before me this 26 day of f2.LLcf tt ❑ Individually, or ❑ as for -la' onally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) ,.•`r'P� Ana Elizabeth Raiszadeh VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES ?•` �', Ana Elizabeth : o Under penalties of perjury, I declare that I have read the foregoing and g/eo is g acPiRES: SEP. 22, 2013 that the facts stated in it are true, to the best of my knowledge and belief. %%%%% wwei.AARONNOTAR't om Signat re(s) of Owner(s) or Owner(s)'s Authorized Officer/Director /Partner /Manager who signed above: By e . By /444/41- be.1 Prepared By Print Name Title /Office MEMORANDUM TO: Board Members Shores Plaza West Condominium Association, Inc. FROM: 1-1 a t no. (requestor's name) (apartment SUBJECT: REQUEST FOR APPROVAL TO MAKE APARTMENT RENOVATIONS DATE: 7 1 l ( I am requesting your approval to make the following renovation(s) to my apartment, which I understand will also require a building permit from Miami Shores Village, a copy of which must be given to the Association Secretary- Treasurer before the work commences: (Check one or more) Removal of interior wall Replacement of casement windows . i Addition of storm shutters .1P_ „ 4 "" �" Installation of first -floor back door* � Installation of additional air - conditioning wall unit Installation of central air - conditioning system* *A sheet of specific instructions regarding this home improvement will be given to you. If contractor has already been selected, please give the name and phone number: On the reverse side of this sheet, please provide details concerning the following renovation project(S) if applicable in your case. • description and Intent of wall - removal project. • description of type of windows to be installed (must resemble casement if they are jalousies by having a vertical aluminum strip placed in the center of each). • description of type of storm shutters to be installed (must resemble one of the two types that are currently installed on the exterior of the buildings). • location of additional a/c unit. ED: (for o d `u_ fi%� 'sigpture) EL:_ee.5F' A. U. S. DEPARTMEN OF TIIOUSING AND URBAN DEVELOPMENT SE E,MENT STATEMENT UNIO $ TITLE SERVICES, INC. 0 AL MERIA AVENUE CO G.NBLES, Florida 33134 3 4444 -1508 fax: 305 445 -4458 B. TYPE OF LOAN I. ❑ FHA 2. ❑ FMHA 3. n CONY. UNINS. 4. ❑ VA S. I I CONV. INS. 6. Fite Number, 11- 05-015 7. Loan Number. 8. Mortgage Ira. Case No.: C. NOTE: This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked aid outside the closin: Th - are shown here or in ormational y p oses and are not included in the totals. oc were D. Buyer: E. Seller: F. Lender. Anna Liu, an unmarried woman 645 N.E. 92nd Street, Unit 15-D Miami, Florida. 33138 Daniel E. Morgenthaler, an unmarried man All Cash Transaction G. Property: H. Settlement Agent: Place of Settlement: I. Settlement Date: 645 N.E. 92nd Street, Unit 15 -D Miami, Miami -Dade County, Florida 33138 Unit 15 -D of Shores Plaza West Condominium, a Condominium, recorded in Official Records Book 8442, Page(s) 1292, of the Public Records of Miami -Dade County, Florida Union Title Services, Inc. 90 Almeria Avenue, Coral Gables, Florida 33134 Miami -Dade County June 16, 2011 J. Summary of Buyer's Transaction K. Summary of Seller's Transaction 100. Gross Amount Due From Buyer: 400. Gross Amount Due To Seller: 101. Contract Sales Price 60,000.00 401. Contract Sales Price . 60,000.00 102. Personal Property 402. Personal Property 103. Settlement Char:es to Bu er me 1400 1,063.50 403. Adjustments for Items Paid by Seller in Advance: Adjustments for Items Paid by Seller in Advance: 106. City / Town Taxes 108.50 406. City / Town Taxes 407. County / Parish Taxes , 408. Assessments Jun 16, 2011 thru Jun 30, 2011 108.50 107. County / Parish Taxes 108. Assessments Jun 16, 2011 thru Jun 30, 2011 109. Non Ad- Valorem Taxes Jun 16, 2011 thru Sep 30, 2011 117.00 409. Non Ad- Valorem Taxes Jun .16, 2011 thru Sep 30, 2011 117.00 120. Gross Amount Due from Bu er: 61 89.00 420. Gross Amount Due to Seller: 60,225.50 200. Amounts Paid b or in Behalf of Bu er: 500. Reductions In Amount Due to Seller: 201. Deposit / Earnest Money 5,000.00 501. Excess Deposit (see instructions) 502. Settlement Ch - : es to Seller ine 1400 2,630.00 202. Princi sal Amount of New Loan 203. Existin: Loan s 503. Existin: Loan s 204. 504. Payoff of First Mortgage 505. Payoff of Second Mortgage 506. Purchase Money Mortgage Ad'ustments. for Items Un . aid b Seller: 205. 206. Ad'ustments for Items Un , aid b Seller: 210. City / Town Taxes 510. City / Town Taxes 511. County / Parish Taxes Jan 1, 2011 thru Jun 15, 2011 606.05 211. County / Parish Taxes Jan 1, 2011 thru Jun 15, 2011 606.05 212. Assessments 512. Assessments 220. Total Paid by / for Buyer: 5,606.05 520. Total Reductions in Amount Due Seller: 3,236.05 300. Cash at Settlement from / to Buyer: 600. Cash at Settlement to / from Seller: 301. Gross Amount due from Buyer (line 120) 61,289.00 601. Gross Amount due to Seller 'tie 420) 60,225.50 3,236.05 302. Less Amount Paid by /for Bu -r (line 220 5,606.05 602. Less Reductions Amount due Seller (line 520 303. Cash From Buyer: $55,682.95 603. Cash To Seller: . $56,989.45