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482 NE 93 St• 1 J MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp'n Permit o. O O o, Name Address Compan Phone # For Inspecto ) 1 Approved Correction Re- Insp'n Fee STRUCTURAL ENGINEERING CONSULTANTS WIND CALCULATIONS PROJECT: WINDOW / DOOR REPLACEMENT AT: 482 N.E. 93 STREET VILLAGE OF MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY BY: CARL •S M. ' 'EZ, P.E. STRU TURAL E GINEER FL. ' . E. #. 54844 E. #: 0 1i 7781 9420 S.W. 1 1 2Th STREET, MIAMI, FIORIdA 33176 TEL (786) 242-1720 - FAX: (786) 242.4399 "YOUR ON -CALL ENGINEERING COMPANY" WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 54.7 54.7 SUCTION (psf) -59.3 -73.2 STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FL 33016 (305)827 -6637 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florid CUSTOMER : WINDOW / DOOR INSTALLATION AT: JOB NUMBER : 482 N.E. 93 RD STREET, MIAMI SHORES DATE : 10 112/2004 DESCRIPTION : WIND PRESSURES FOR WINDOWS (CRIT.TRIB. AREA < 10 SQ.FT WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 10.3 FT DISTANCE, Z = 10.3 FT a Kh = 0.849 Kz = 0.849 4 b qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)) GCpi = ± 0.18 BUILDING WIDTH = 44.2 FT CORNER DISTANCE, a = 4.1 FT WIND LOADS WALL AREA 4 5 0.947 GCp ( +) 0.947 GCp ( -) -1.047 -1.294 PRESSURE (psf) 52.2 52.2 SUCTION (psf) -56.8 -68.3 STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FL 33016 (305)827 -6637 Cppyright 2000 by Tondelli Engineering, P.A. Tampa, Florid CUSTOMER : WINDOW / DOOR INSTALLATION AT: JOB NUMBER : 482 N.E. 93 RD STREET, MIAMI SHORES DATE : DESCRIPTION : WIND PRESSURES FOR DOORS (CRIT.TRIB. AREA = 20 SQ.FT.) WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 3.00 : 12 (14.04 DEG) 20.0 FT2 10.3 FT 10.3 FT 1 Kh = 0.849 Kz = 0.849 4 b qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 2/2004 BUILDING WIDTH = 44.2 FT CORNER DISTANCE, a = 4.1 FT STRUCTURAL NGINEERING CONSULTANTS UMW Village of Miami Shores Building Department Miami -Dade County, Florida Dear Sirs: Job: Window / Door Installation at: 482 N.E. 93r Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: FRENCH DOOR: Positive Design Pressure (Zone 4): 54.7 psf Positive Design Pressure (Zone 4): 52.2 psf Negative Design Pressure (Zone 4): 59.3 psf Negative Design Pressure (Zone 4): 56.8 psf Positive Design Pressure (Zone 5): 54.7 psf Positive Design Pressure (Zone 5): 52.2 psf Negative Design Pressure (Zone 5): 73.2 psf Negative Design Pressure (Zone 5): 68.3 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 4' -1 "of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -98 based on the following criteria: * Building Category: II * Building Mean Roof Height: 10' -4" * Exposure Category: C * Basic Wind Speed: 146 mph TURAL ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 10/12/04 . Perez, P.E., Structural Engineer . #: 54844 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 11241 STREET, MiAMi, FloRid\ 3 3 1 7 6 TEL (786) 242 -1 720 - FAX: (786) 242 -4399 October 12, 2004 Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If yo Id happen to have any questions or concerns regarding this or any other matter, please do not hesitate to co JOB NAME : RESIDENCE 482 NE 93 RD ST MIAMI SHORES, FLORIDA LEFT BEDROOM O CFN v BATH BATH ® NOTE: MEAN ROOF HEIGHT : 10'- 4" ROOF TYPE : 3:12 GROUND FLOOR OFFICE NOT PART OF THIS PERMIT BEDROOM 98' -10' NOT PART OF THIS PERMIT FAMILY LIVING FRONT NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT REAR DINING KITCHEN NOT PART OF THIS PERMIT • NOT PART OF THIS PERMIT r \ 1 -11 NOT PART OF THIS PERMIT GARAGE RIGHT REVISION: DATE: 10/012/04 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 89 1 °f 5 J NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA. DESIGN PRESSURES, AND SIZF ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE SI RUCTURE(I.E: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. 7' -2' 5' -9' "A" 37" X 50- 5/8 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 18" H.S.GLASS "E" 13 -1/4" X 14 -1/4" "PW -701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03-1105.01 ZONE 5: +54.7 - 73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS 1 "X 2 -3/4" X 21/32" X 74 "ALUMINUM TUBE MULLION BY PGT. 1 "X 2 -3/4" X 3B" X I7"ALUMINUM TUBE MULLION BY POT. FRONT ELEVATION "B" 19-1/8" X 26 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 03-0611.02 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 1/8" H.S.GLASS 37" X 38-3/8"(X) SERIES C -740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 1/8" H.S.GLASS "D" M.O. 74" X 74" 74" X 57" (XX) (TOP) SERIES C -740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03-0611.02 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 1/8" H.S.GLASS (2) 37" X 17" (X) (BOTTOM) SERIES "740" ALUMINUM PROJECTED WINDOW - IMPACT RESISTANT N.O.A.: 03-0514.10 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S.GLASS NOTE: WINDOW UNITS -SHALL BE MULLED TOGETHER USING: 1" X 2 -3/4" X 3/8" & 1" X 2 -3/4" X 21/32" ALUMINUM TUBE MULLIONS BY PGT N.O.A.: 02- 0701.09 - REFER TO ELEVATION FOR MULLION LENGTHS & PLACEMENT. G 4 -5' "G" 37" X 38- 38 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 03 -0612.06 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS ce REVISION: DATE: 10/012/04 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB#: 89 2 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE —REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTWIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. RIGHT ELEVATION "C" 19 -1/8" X 50- 5/8 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 03- 0611.02 ZONE 5: +54.7 - 73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 1/8" H.S.GLASS ( REVISION: J z 1- U 0 a .a i DATE: 10/012/04 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 89 3 of 5 / NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOT PART OF THIS PERMIT "B" 19-1/8" X 26 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03-0611.02 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 1/8" H.S.GLASS O "H" 58" X 38- 3/8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LH'E: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS NOT PART OF THIS PERMIT REAR ELEVATION 37" X 50- 5/8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 03 -0612.06 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS O NOT PART OF THIS PERMIT 71 -3/4" X 79 -3/4 "(NOMINAL) SWD -101 OUTSWING ALUMINUM FRENCH DOOR IMPACT N.O.A. 02-0701.12 ZONE 4: +52.2 -56.8 GLAZING: .401 LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 MONSANTO SAFLEX PVB OR DUPONT WITH BUTALITE INTERLAYER. INTERIOR L1TE: 1/8" ANN.GLASS "I1" 37" X 50- 5/8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 03 -0612.06 ZONE 5: +54.7 - 73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS 7' -2' •• REVISION: 1- 5 I~ 0 a a ■ i z 0 1- a - ( DATE: 10/012/04 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 89 4 of 5 i NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SUE ARE PART OF THIS PERMIT ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOT PART OF THIS PERMIT 4' -5' "A" 37" X 50- 5/8 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 03- 0611.02 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR Ll'1'E: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LTl'E : 1/8" H.S.GLASS LEFT ELEVATION >/ 2' -1, L r i "Al" 37" X 50- 5/8 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 5: +54.7 - 73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR Ll'TE : 1/8" H.S.GLASS REVISION: 1- L) 0 z 0 DATE: 10/012/04 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 89 5 of 5 MI _ 3 BUILDING CODE COMPLIANCE OFF= (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MLtMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals 03ORA) 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 "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12129/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 pe duct, 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 # 02 -0305.02 and, consists of this page 1 and evidence page E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0612.06 Expiration Date: May 20, 20(r/ Approval Date: April 08, 2004 Page 1 4-06 NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE 1/8' ANNEALED GLASS. B. 5/16' (.350) LAMINATED CONSISTING OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE 1/8" HEAT STRENGTHENED CLASS. C. 13/16" LAM] I.C. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS. 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 P/8 LAYER OF DUPONT OR SAFUEX /KEEPSAFE MAXIMUM BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED GLASS. 0. 3/8 AIR SPACE AND 5/16" LAMINATED GLASS. HEAT THE STRENGTHENED 16LAMINATED� COMPONENT CONSISTS OF AN .090 MB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 63' MAX HEIGHT 56 1/4" MAX FIXED UTE DAYUGHT OPENING 74' MAX WIDTH AN .090 P18 INNER LAYER OF MAXIMUM BETWEEN (2) LITES OF AN .090 NB INNER LAYER OF MAXIMUM BETWEEN (2) UTES OF 33 5/8' MAX 33 5/8" MAX DAYUGHT DAYUGHT OPENING OPENING 0 j x 19 20 57' MAX VENT DAYUGHT OPENING 6' MAX 6 MAX. - 8" MAX I �( 8" MAX 4 ' M A X �' tom-- 4 MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION ITEM DESCRIPTION 1 FLANGE FRAME JAMVIAIum. 6063 -75 2 FIXED MEETING RAIL (Alum. 6063HS -T54 3 SASH MEETING P.AIL__(Alum. f063HS -T5 4 SASH SIDE RAIL (Alum. 6063 -T5 5 GLAZING BEAD 'Alum. 6063 -75) 6 WINDLOAD ADAPTER 5 7 8' RIGID 7 FLANGE FRAME HEAD Alum 6063 -T5 8 FLANGE FRAME SILL Alum. 6063 -75 Alum 6063 -T5 Alum 606 9 FRAME SILL ADAPTER 12239 1 10 SASH TOP /BOT.::AIL -T5 12240 2 11 SCREEN RETAIN=R1AIum. 6063 -T5 • 2377 1 12 5/16" (.350' LAMINATED USING 2 UTES OF 1 13 5/16' (.350. LAMINATED USING 2 LITES 1/8 14 -LIFT CHANNEL (Alum. 6063 -T5) 612244 1 15 10 x 1.000 Rs. R. SMS 710X1 16 6 x 1.000 PH. PAN SMS 76X1PPA 17 WEATHERSTRIP. TI;IN WALL 8UL.B VINYL 6TP247 18 118 x .500 PHIL. Fl SMS 7856A 18 x 1.000 PHL P.H. SMS SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER H U ING 24 BRASS WHEELS 25 WSTP. .270 x .170 BACK. FIN SEAL 26 27 Rolm L. dark P.F PE 939712 fAnctural IN V.T. / QTY. /LOCATION 612225 2 54A 1 06C 1 781POA 71096 70250 70251 7BRWHL2 61062W 62899 1 8 1 SIUCON WEATHERSTRIP. BULB VINYL 6TP249 1 SO vent tomb rail) 29 13/16" I.G.. 1i HEAT STRENGTHENED GLASS. 3 SPACE. 5/16" LAMI (1/8" A. .090. 1 30 GLAZING BEAD ∎ 13/16" I.G.) 6063 -T5 14067 88 INDAL X 64067 31 WSTP .187 x .230 BACK, FlN SEAL 11060 1 0 MEETING RAIL SCHLEGEL OR EQUIV. 610606 32 13/16' I ., 1/8" HEAT STRENGTHENED GLASS, 3 8" SPACE, 5/16• LAMI (1/8" HS. .090, 1/8" HS) 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS 8L PER SHT S. HEAD k SILL; TesysOo MAX. 6" FROM CORNERS. Arws" ~ � MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERUNE. m' MAX 5" SPACING. 5 MAX S" FROM CORNERS. MAX 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REVD. 6. REF. TEST REPORTS: FTL -1969 & FTL -3740 1070 TECHNOLOGY OWE NOKOMS. R 34275 P.O. BOX 1529 NOKOMS. FL 34274 1 0 mids•an of frame sil 8 ANNEALED GLASS HEAT STRENGTHENED GLASS 0 midspan of vent) 4 (Windload Adapter screws) 2 for onti -lift channel 8 1 per Glazing Bead 2 Sweep Latch screws 4 when using 2 Sweep Latches) 22 Frame/Vent assn. screws) 1 11.5" from ends -vent mtg. rail) 2 if height is >= 42" 3 1 Omidspan 2 1/4 from ends .3 1 Omidspon 2 1/4" from ends 2 0 eo. end of vent to rail) 4 2 per Roller Housing 2 Ovent too /bot rails 81 mtg rail) award e/ F.K. amid gy: F.K. lame eY F.K. er ao.. La' 0.8. Darsfptlar OX ELEVATION & 8.0.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW HS -71 12/29/03 7/23/03 4/4/03 9/6/02 2776/98 Scab: NTS 16110NE 1781 29 QASS F 0 /7111 26 E 2.3.6 ADO 129 -132 D- REITSD NO7E 1 Shoot 1 •� 6 ALUMAX AF -12225 INDALEX 64054A INDALEX 64006C ALUMAX AF -12230 ALUMAX AF- 534571 6WCUP UMAX AF - 12237 ALUMAX AF -12238 ALUMAX AF -12239 ALUMAX AF -12240 ALUMAX AF- 532377 ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING VENDOR VENDOR Droving 4112 AF -12244 TP -247 PCT.214.XX MASTER TOOL 7 -M10 -250 MASTER TOOL 7 -M10 -251 MASTER TOOL 70312 VINYL- TECH /P.G.T. SCHL,EGEL OR EQUIV. F$7826 -187 DOW CORNING 899 OR 995 PLASTICS TP -249 8" HS) Rrr G COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/16" LAMI I.G. - 1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (118 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) FTL -1969 & FTL -3740 WINDOW WIDTHS 26.500 37.000 44.000 53.125 60.000 63.000 68.000 70.000 WINDOW HEIGHTS 26.000 66.7 66.7 68.7 66.7 66.7 66.7 66.7 68.7 74.000 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 38.375 66.7 66.7 66.7 66.7 66.7 66.7 65.5 60.8 58.2 -75.0 -75.0 -75.0 -75.0 -73.5 -69.4 -65.5 -60.8 -58.2 44.000 66.7 66.7 62.0 58.9 56.6 53.7 _ 51.3 -75.0 -75.0 -75.0 -73.1 -62.0 -58.9 -56.6 -53.7 -51.3 _ 50.625 66.7 66.7 66.7 61.8 54.8 51.7 49.0 46.3 44.2 -75.0 -75.0 -75.0 -81.8 -54.8 -51.7 -49.0 -46.3 -44.2 59.000 66.7 88.7 66.7 66.7 66.7 56.0 46.0 43.0 41.2 39.1 37.4 -75.0 -75.0 -75.0 -56.0 -46.0 -43.0 -41.2 -39.1 -37.4 60.000 66.7 -75.0 61.000 66.7 -75.0 7 -75.0 7 66.7 66.7 55.0 45.1 42.2 40.4 38.3 36.8 -75.0 -75.0 -55.0 -45.1 -42.2 -40.4 -38.3 -36.8 66.7 66. 54.2 44.3 41.3 39.5 37.4 36.1 -75.0 -54.2 -44.3 -41.3 -39.5 -37.4 -38.1 62.000 66.7 66.7 66. 53.4 43.7 40.5 38.7 36.8 35.5 -75.0 -75.0 -74.0 -53.4 -43.7 -40.5 -38.7 -36.8 -35.5 63.000 66.7 66.7 66.7 52.7 43.2 40.0 37.9 36.1 34.8 -75.0 -75.0 -74.0 -52.7 -43.2 -40.0 -37.9 -36.1 -34.8 FTL -1969 & FTL -3740 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1 /8"HEAT STRENGTHENED, .090 PVB, 1/8 "HEAT STRENGTHENED) WINDOW WIDTHS 26.500 37.000 44.000 53.125 60.000 63.000 66.000 70.000 74.000 WINDOW HEIGHTS 26.000 66.7 66.7 66.7 66.7 66.7 66.7 68.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 38.375 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 - 75.0 -75.0 - 75.0 -75.0 0)0 50 44. .625 66.7 68.7 66.7 66.7 66.7 66.7 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 59.000 68.7 68.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 60.000 66.7 68.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 61.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 68.7 - 75.0 66.7 -75.0 66.7 -75.0 68.7 -75.0 - 66.7 -756 66.7 - 75.0 66.7 -74.9 -75.0 1 66.7 1 -75.0 l 66.7 -75.0' 66.7 -75.0 1 66.7 -74.8 66.7 -73.5 1 66.7 t -72.2 _ 62.000 66.7 66.7 68.7 86.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 63.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -72.3 -70.9 1 66.7 1 -69.6 NOTES: A. NEGATIVE DESIGN LOADS ASTM E 1300 -98 (AND 8. POSITIVE DESIGN LOADS ASTM E 1300 -98 (AND C. DESIGN PRESSURES UND BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). ER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. �r l L Ohrlt P.E. PE 139712 Nudurel IND ES 1070 TEONOLOGY OPNE NOKOMIS. FL 34275 P.O. BOX 1529 NOCOMIS. FL 3427• Roved et F.K. *wad Ar F.K. 14 1.1t R . D.B. GLASS TYPE COMPARATIVE ANALYSIS no. HS -710 12/29 /0 F- UPDATE TABLES 7/2J /OJ 10/03 a ' 6/62 2/16/98 NTS F CT TAa( J t&E' Raisknic E-42:11.1/16 La/NOTES e rEWSED TABLES ALUMINUM HORIZONTAL SLIDING WINDOW SML• 2 a 6 Wooing 4112 Ci 1/8" HEAT STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM Q OR DUPONT PVB INTER LAYER G 1/8" ANNEALED OR HEAT _ STRENGTHENED GLASS 3/8" AIR SPACE 1/8' HEAT STRENGTHENED GLASS 5/16' LAMINATED -- 13/16 NOM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 GLAZING DETAILS: 13/16" (.825) I.G ®1/2" 11 BITE INSIDE OUTSIDE 1/8" ANNEALED GLASS .090 INNER LAYER (DUPONT W /BUTACITE OR SAFLDL /KEEPSAFE MAXIMUM) Robed 1. O1nk P E . PE 939112 9wrsrel —1/8" ANNEALED GLASS GLAZING DETAILS: 5/16" (.350) LAMINATED GLAS5 +`" 114 Asairsoss 1070 TECHNOLOGY ISS. Ft 27 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. BOX 1529 NOKOMIS. FL 34274 0 ®1/2" , INSIDE GLASS OUTSIDE 1/8" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED — GLASS G- 16110( Ofl(N GLASS 11(2 f-11EM 17 SCALE Arabes E -ADD 13 16" LC F.K. 6/02 0 -ADD GLASS TYPE Ore.. o Dab: D. B. /16/98 D'earYKbn SECTIONS & GLAZING DETAILS Serm,/1aaa. HS -710 ream NTS 3 a 6 .090 INNER LAYER — ( DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) doming 4112 aw: G EXTERIOR MAX. HEIGHT MAX. FIXED LfTE DAYLIGHT OPENING MAX. VENT DAYUCHT OPENING ROUGH OPENING 2.784 MAX. WIOTF HORIZONTAL SECTION EXTERIOR 2.784 .500 ROUGH OPENING PRODUCT MOD umeolguil Ildr ZdaeS Nor. ROUGH OPENING VERTICAL SECTION 1 5/98 SECTIONS & GL4ZING DETAILS 1070 TECHNOLOGY DRME NOKOMIS. FL 3427E P.O. BOx 1529 NOKOMIS. FL 34274 GEM ALUMINUM HORIZONTAL SLIDING WINDOW S.rd / sow. 5.1: Dream N.. R.. HS -710 NTS 4 a 6 4112 G APPROVED W000 BUCK (SEE NOTE 4.) 3/16' TAPCON (SEE NOTE ) TYPICAL HEAD SECTION SUBSTRATE ANCHORING AS3/16' TAPCON (SEE NOTE 1) 1 1/4' MIN. 1/4" MAX. SHIM 1/4' MAX. #12 WOOD SCREW 1/4' MAX. r SHIM TYPICAL SILL SECTION SUBSTRATE ANCHCRING 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING G� (1 1476'' FINN A L Ox+k P.E. PE alms Sowxal 1070 TECHNOLOGY DIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Rend Re F.K. Rwd Br F.K. 1 1 6' _ _ & /1192 Revlsionw 7 23/0J F-1E1p ( 3/16 OPCONIS R.rakny 4 4/03 ISM CNC IMS SNT 6 /02 SM NO7E5 3 & 4 o�e 2/ 16/98 ANC HORAGE TRW ALUMINUM HORIZONTAL SLIDING WINDOW SAm /WAk NS - 710 Scdr: NTS Short 5 a 6 Droving No. 4112 1 1/4' MIN. SHIM APPROVED TYPICAL HEAD SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) 1 1/4' MIN. 1/4.' MAX. SHIM {12 WOOD SCREW 1 1/4' MIN. 1 /4' MAX. SHIM 1 ©3/'6' TAPCON (SEE NOTE 1) NOTES; 1. USE ONLY MLAMI —DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 6c FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1 x WOOD BUCK 10 THE SUBSTRATE TO BE ENGINEERED SEPARATELY. r APPROVED W000 BUCK (SEE NOTE 4.) TYPICAI JAMB SFCTION SUBSTRATE ANCHORING Ao�uLTRSgo A�� •r • • 01. et 1 1/4' MIN. 1/4' MAX. SHIM /12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING 1 1j4' MIN. --j f-- .705 .062 2.784 L --� k- .737 1O FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 .678 .050 Q 5/16" GLAZING BEAD 6063 -T5 ALUM. 1.187 ---j .062 2.074 1.187 .062 1.403 O FIXED MEETING RAIL 6063HS -T54 ALUM. .062 -0 '1- .688 f © WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. .062 1 1.187 is 1.081 --{ - O SASH MEETING RAIL 6063HS -T54 ALUM. .062 1.373 1.273 I-.-2.710-•""{ O FLANGE FRAME HEAD 6063 -T5 ALUM. 1.097 .683 p1 TIZT ®0 13/16" GLAZING BEAD 6063 -T5 ALUM. L 1.122 .062 F -1 - 1.970 ® SASH SIDE RAIL 6063 -T5 ALUM. .062 - 2.094 - I- 2.710 �I ® FLANGE FRAME SILL 6063 -T5 ALUM. PRODUCT REMO jo i rfrMMD Ampar 1.349 AM E SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & ElL -3740 r I 4. (L1 (RobotL Os& P.E. RE gI712 1070 TECHNOLOGY ORNE NOKOMIS. R 34275 P.O. BOX 1529 NOKOMIS. R 34274 Road er Dabs: F.K. 1229/ F O RRS 9f1 F. K. limmd 7/23/03 F-I0 CHG THIS SKI NNW Or 6eee IUD � F d F F.K ¢ /03 F 2 1J /16' RFM K.. 9/6/02 ! 0 0 - NO CHC THIS SHT F.K. 11/2/01 0+w.7: EXTRUSION PROFILES Tme ALUMINUM HORIZONTAL SLIDING WINDOW S+rM/YOl�k HS -710 Src4: NTS Send 6 d 6 cr .«. N> 4112 Rem G M1AMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals. (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "740" Aluminum Projected Window APPROVAL DOCUMENT: Drawing No. 7052 -7, titled "Alum. Projected Window, impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 2/24/03, with revision date 8/26/03, signed and sealed by Lucas Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.10 Expiration Date: November 06, 2008 Approval Date: November 06, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (I) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT FVB. E. 13/16'1.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED GLASS COMPONENT WITH A 3/8" AIR SPACE 5/16° LAMINATED COMPONENT COMPRISED OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. AZ CONFIGURATIONS: OX & X a DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND CLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: JAMBS "X ": MAX. 8" FROM CORNERS JAMBS "OX": MAX. 4" FROM °O" CORNERS MAX. 13" O.C. (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LI E ONLY MAX. 4° & 7° ON EACH SIDE OF MEETING RAIL MAX. 8° FROM "X" CORNERS HEAD & SILL: MAX. 4" FROM CORNERS MAX. 13° SPACING (2) ANCHORS 3" APART AT MID -SPAN ALTERNATE FASTENERS: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7 REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL -3728. Rand Br F.K M.d F.N. ..w 826103 Dots: @4a: 02/24/03 R°Wba Cn.cxd a, REMOVE b' OPTON PER MIAM - DADE Dew 1070 TECHNOLOGY DRIVE NOFOM!S, FL 34275 PO. BOX 1529 NOFOMIS, FL 34274 CONFIGURATIONS OPTIONS PST Visibly Better 0 x X NOTES AND TABLE OF CONTENTS ALUM. PROJECTED WINDOW, IMPACT Sheet s CA -740 NTS 1 ., 11 NOA DRAWING TABLE OF CONTENTS SHEET i NOTES. - GLAZING DETAILS 2 ELEVATIONS DESIGN PRESSURE TABLES 4-6 SECTIONS 7 -8 CORNER CONSTRUCTION g EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 7052 -7 1 Approved as emeptylr•.g with dm Date d Ob 1Os, NOAH f25-Q 014. IU Wand Product Coldest DIY BY 5' /y °V03 Lucas A. Tumer, P.E PE 5511201 Mechanical de' 1/8' ANNEALED GLASS OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER -- F-- 118" HEAT STRENGTHENED GLASS 46 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT f•-- STRENGTHENED �(T GLASS .65° NOM. 3/8" AIR SPACE 1/8' HEAT STRENGTHENED GLASS OUTSIDE ( 13/16" NOM. 13/16" I.G. GLAZING DETAIL 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8° HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE RovrdK F,K oner B2&03 Wend w Renal LY.." DF F.K. 0.r.: Date, 02/24/03 RMSUrm A Rnvbi.": : CAm1°7 tly ® OUTSIDE 7/16" LAMINATED GLAZING DETAIL A W 'OUTSIDE' KOTATION 1070 TECHNOLOGY DAVE NOKOMIS, FL 34275 P O. COX 1529 NOKOMIS, FL 34274 GLASS BITE PST Visibly Better GLAZING DETAILS ra° ALUM. PROJECTED WINDOW, IMPACT CA-740 NTS 2 d 11 Om.. Me 7052 -7 A Approved as co plying with 1be VI II u C dc t NoA0 Maud Dade Product Cor dd By • Lucas A. Tumer, P.E. PE 058201 Mechanical 4" SEE MID-SPAN ANCHOR DETAIL TYP. (4) 13" MAX. O.C. SEE MEETING \� RAIL DETAIL 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 59" MAX. FIXED t ) 38 3/8" MAX. VENT T 52" = DAYL OPE 31 3/8" DAYLI OPEN R°vad Br FK Rand By Rifted By: Oman By F.K. 8" MAX, 4" MAX. 82&03 Db Doh: 02/24/03 ELEVATION "A° - "OX" (SEE SHEETS 5 & 6 FOR PRESSURES) Rneia ". A Rebens: — Rawo": $�hd ey. 1•--•-1— 13' MAX. O.C. REMOVE "0" ELEVATION SEE MID -SPAN ANCHOR DETAIL TYP. (4) 8" MAX. 1070 TECHNOLOGY OWE NOFOMIS. FL 34275 P.O. BOX 1528 NOFOMIS, FL 34274 4 i II 4 " MAX. I PC Visibly Better k = 4— 13" MAX. O.C. ELEVATION "B" - "X" (SEE SHEET 4 FOR PRESSURES) HEIGHT 31 3/8" MAX. DAYLIGHT OPENING ELEVATIONS ALUM. PROJECTED WINDOW, IMPACT 3eviaAbOet CA-740 sar: NTS SA. 3 a 11 cwwy.0 7052 -7 A Approved as wp 4fl& with the �'te�ii m NOM ‘TSC =� D' Miemi Dade Coebd By ; � ?72�;a3 Lucas A. lumer, P.E. PE 558201 Mecfaruccl MAX. IGHT ING MAX GHT ING 97 3/8" MAX. HEIGHT 4" MAX - MEETING RAIL DETAIL (SEE SHT.1 NOTE4) L_ 8" MAX. ANCHOR LOCATION TYP. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING ANCHOR LOCATION TYP. \\ 1/2" -- 38 3/8" MAX. 3 ° CENTERLINE 1 1/2" MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) COMPARATIVE ANALYSIS TABLE 1 FOR 1/4" TAPCONS OR #14 SCREWS1- "X" WINDOWS GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) FTL -3727 0 0 26.500 30.000 36.000 37.000 43.000 48.000 53.125 57.000 A 70.0 A 70.0 A 70.0 A A A A A 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 I 70.0 , - -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 -75.0 '5.0 ?5.0 -75.0 -75.0 70.0 70.0 68.4 60.6 , 58.5 -75.0 -75.0 -68.4 -60.6 -58.5 70.0 68.2 59.4 54.8 51.0 -75.0 -68.2 -59.4 -54.8 -51.0 70.0 -73.7 60.4 -60.4 54.3 -54.3 48.8 -48.8 44.8 -44.8 5 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -73.7 70.0 70.0 67.9 59.0 57.2 52.8 51.1 47.2 45.5 43. 42.1 -71.2 -59.0 -52.8 -47.2 -43.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 VENT HEIGHT 17 000 18.000 21 000 24.000 26.000 30 000 33 000 S6 000 37.000 x 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 24.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75 0 70.0 -75.0 - 70.0 -75.0 70.0 1 - 2 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 60.000 A 70.0 -75.0 70.0 70.0 -75.0 70.0 72.9 56.2 -56.2 47.5 -47.5 42.2 TEST REPCRTS: FTL- 3724,FTL- 3727,FT!_ 37228 38.375 - -75.0 - -75.0 -70.4 -67.9 -57.2 -51.1 -45.5 -42.1 -42.2 45.1 -41.1 39.7 -39.7 GLASS OPTION B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS ( 70.0 -75.0 GLASS OPTION C. 7/16" LAMI (3/16 "A,.090,3 /18 "1-IS) FTL -3724 ALL THE ABOVE S ZE COMBINATIONS ( 70.0 I -90.0 • GLASS OPTION E. 13/16" I.G. (118 "HS, 3/8" SPACE, 5/16" LAMI W/ 1 /8 "HS & 1/8" HS) FTL -3728 ALL THE ABOVE SIZE COMBINATIONS' 70.0 I -75.0 x F.K 82813 R5..• �. Dale: Onrn Br F.K. Drb: 02/24.73 A NO CHANGE THIS SHEET Rvbb": Dm: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 3427i P.O. BOX 1529 NOKOMIS. FL 3427+ PST Vislb:y Better DESIGN PRESSURES "X" WINDOWS T. ALUM. PROJECTED WINDOW, IMPACT s."vwac CA -740 for NTS sn..r 4 d 1+ 7052 -7 Rw: A Approved as complying with the Florida B Ming ode IMti 06 0 , PIOAS Mend ! D Product Csmtrot /1 / ll�cGf! 8/2 °7/a3 Lucas A. Turner, P.E. PE 958201 Mochanieil NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "X" WINDOWS IS LIMITED TO 60.5 P.S.F. COMPARATIVE ANALYSIS TABLE 3. (FOR 1/,1' TAPCO4;S OR #14 SCREWS) "OX" UNEQUAL LITE WINDOWS EST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A. 5/16" LAMI (1/3 "A,.090,1 /8 "HS) FTL -3727 B. 5/16" LAMI (1/8 "HS,.090,1 /8'HS) FTL -3'27 C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) FT- -3724 E. 13/16" I.G. (1 /8 "HS, 3/8" SPACE, 5/16" LAMI W/ 1 /8 "HS, 1 /8 "HS) FTL -3728 VENT HEIGHT UP TO 26.000 30.000 FIXED HEIGHT 26 000 32.000. 38.375 44.000 50.625 59.000 26.000 32.000 38.375 44.000 50.825 59.300 WINDOW WIDTH 1 24.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70 0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 8,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70D -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70 0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 30.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 B,E 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -900 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 36.000 A 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 .70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 - 51.1 43.0 -43.0 B,E 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70 0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 37.000 A 70.0 -75.0 70.0 -75.0 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 70.0 -75.0 70.0 -75.0 67.9 -67.9 57.8 _ -57.8 49.9 -49.9 41.9 -41.9 B,E 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 43.000 A 70.0 -75.0 70.0 -71.1 57 2 -57.2 60.7 -60.7 52.6 - 52.6 44.4 -44.4 70.0 -75.0 70.0 -71.1 57.2 -57.2 60.7 -60.7 52.6 -52.6 44.4 -44.4 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 48.000 A 70.0 -75.0 61.8 -61.8 51.1 - 51.1 54.4 -54.4 48.6 -48.8 41.0 -41.0 68.4 -68.4 61.8 -61.8 51.1 -51.1 54.4 -54.4 48.6 -48.6 41.0 -41.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -68.4 70.0 -90.0 70.0 -90.0. 70.0 -90.0 70.0 -90.0 70.0 40.9. 68.4 -68.4 53.125 A 70.0 - 75.0 56.8 -58.8 45.5 -45.5 49.1 -49.1 44.3 -44.3 38.7 -38.7 60.6 -60.6 56.9 -56.8 45.5 -45.5 49.1 -49.1 44.3 -44.3 38.7 -38.7 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.3 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 60.9 -60.9 70.0 -90.0 70.0 -90.0 `70.0 -90.0 70.0 -85.9, 70.0 -71.2 60.9 -60.9 57.000 A 70.0 -75.0 ' 53.8 -53.8 42.1 -42.1 45.5 -45.5 41.2 -41.2 37.3 -37.3 58.5 58.5 53.8 - 53.8 42.1 -42.1 45.5 -45.5 41.2 -41.2 "37.3 -37.3 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 - 90.0 70.0 70.0 -75.0 -79.3 70.0 66.7 -75.0 -68.7 70.0 '56.9 -74.5 -56.9 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -79.3 70.0 66.7 -75.0 - 66.7 70.0 56.9 -74.5 -56.9 C 70.0 -90.0 70.0 -90.0 70.0 60.000 A 70.0 - 72.9 50.4 -50.4 39.7 -39.7 42.8 -42.8 39.2 -39.2 35.9 -35.9 58.2 -56.2 50.4 -50.4 39.7 -39.7 42.8 42.8 39.2 -39.2 35.9 -35.9 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -75.0 70.3 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.6 63.3 - 63.3 54.0 -54.0 70.0 -90.0 70.3 -90.0 " 70.0 -90.0 70.0 -74.6 83.3 -63.3 54.0 -54.0 GLASS OPTION D. 7/16" LAMI (3/16"HS,.090,3/16 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATICNS 1 70.0 -90.0 R e n d 1r F.K. R.wd Drawn fy NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "OX" WINDOWS IS LIMITED TO 41.4 P.S.F. Oahu 8/28/)3 114.. Dew 0224/03 A • Clr<YM By NO CHANGE THIS SHEET Chew 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34271 0.0. BOX 1520 NOKOMIS, FL 3427 Visibly Better DESIGN PRESSURES "OX" WINDOWS ALUM. PROJECTED WINDOW, IMPACT SoriaM 4rt CA -740 NTS 5 r 11 Merino No. 7052 -7 APP�`'eda'`a°P`t�yjngpif6 We 1 a Product Curuol nsm�s 4s4 8/240 3 Lucas A Tumor, P E. PE 058201 Mechs"1C91 COMPARATIVE ANALYSIS TABLE 4. (FOR 1/4' T,■P,COrIS OR #14 SCREWS) "OX" UNEQUAL LITE WINDOWS EST REPORTS: FTL3724,FTL- 3727,FFTL3728 GLAZING OPTIONS: VENT HEIGHT FIXED HEIGHT 24.000 26.500 30.000 36.000 37.000 43.000 53.125 A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A 48.000 B,E C A B,E C A 57.000 B,E C A 60.000 B,E C 34.000 26.000 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 70.0 57.5 70.0 70.0 52.7 70.0 70.0 48.8 70.0 70.0 45.2 70.0 70.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -65.5 -75.0 -90.0 -57.5 -75.0 -90.0 -52.7 -75.0 -90.0 -48.6 -75.0 -90.0 -45.2 -75.0 -90.0 A. 5/16" LAMI (1/3 "A,.090,1 /8 "HS) FTL -3727 B. 5/16" LAMI (1 /8 "HS,.090,1 /8'HS).FTL -3727 C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) FTL -3724 E. 13116" I.G. (118 "HS, 3/8" SPACE, 5116" LAMI W/ 118 "HS, 118 "HS) FTL -3728 32.000 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 70.0 57.5 70.0 70.0 52.7 70.0 70.0 48.6 70.0 70.0 45.2 70.0 70.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -65.5 -75.0 -90.0 -57.5 -75.0 -90.0 -52.7 -75.0 -90.0 -48.6 -75.0 -90.0 -45.2 -75.0 -90.0 38.375 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70 0 70.0 70.0 67.9 70.0 70.0 57 2 700 70 0 51.1 70.0 70 0 45.5 70.0 70.0 42.1 70.0 70.0 39.7 70.0 70.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -57.2 -75.0 90.0 -51.1 -75.0 -90.0 -45.5 -75.0 -90.0 -42.1 -75.0 -90.0 -39.7 -75.0 -90.0 44.000 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.2 70.0 70.0 57.8 70.0 70.0 60.7 70.0 70.0 54.4 70.0 70.0 49.1 70.0 70.0 45.5 70.0 70.0 42.8 70.0 70.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -59.2 -75.0 -90.0 -57.8 -75.0 - 90.0 -60.7 -75.0 -90.0 -54.4 -75.0 -90.0 - 49.1 -75.0 -85.9 -45.5 -75.0 -79.3 -42.8 -75.0 -74.6 50.625 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 70.0 51.1 70.0 70.0 49.9 70.0 70.0 52.6 70.0 70.0 48.8 70.0 70.0 44.3 70.0 70.0 41.2 70.0 66.7 39.2 70.0 63.3 -75.0 - 750 -900 -75.0 -750 -900 -639 -75.0 -900 -51.1 -75.0 -900 -499 -75.0 -900 -52.6 -75.0 -900 -48.6 -75.0 - 80.9 -44.3 -75.0 -71.2 -41.2 -75.0 -66.7 -39.2 -75.0 -63.3 59.000 70.0 70.0 70.0 70.0 70.0 70.0 57.0 70.0 70.0 43.0 70.0 70.0 41.9 70.0 70.0 44.4 70.0 70.0 41.0 70.0 68.4 38.7 70.0 60.9 37.3 70.0 56.9 35.9 70.0 54.0 -90.0 -70.8 -75.0 -90.0 -57.0 -75.0 -90.0 -43.0 -75.0 -90.0 -41.9 -75.0 -90.0 -44.4 -75.0 - 78.6 -41.0 -75.0 -68.4 -38.7 -75.0 -60.9 -37.3 -35.9 ?1.8 -54.0 38.375 26.000 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 70.0 57.2 70.0 70.0 51.1 70.0 70.0 45.5 70.0 70.0 42.1 70.0 70.0 39.7 70.0 70.0 =75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -57.2 -75.0 -90.0 -51.1 -75.0 -90.0 -45.5 -75.0 -90.0 -42.1 -75.0 - 90.0 -39.7 - 75.0 - 90.0 -- 32.000 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 70.0 57.2 70.0 70.0 51.1 70.0 70.0 45.5 70.3 70.0 42.1 70.3 70.0 39.7 70.0 70.3 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -57.2 -75.0 -90.0 -51.1 -75.0 -90.0 -45.5 -75.0 -90.0 -42.1 -75.0 -90.0 -39.7 -75.0 38.375 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0, 70.0 70.0 51.1 70.0 45.5 70.0 70.0 42.1 70.0 39.7 70.0 70.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -57.2 -75.0 -90.0 -51.1 -75.0 -90.0 -45.5 -75.0 -90.0 -42.1 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.2 70.0 70.0 57.8 70.0 70.0 57.2 70.0 70.0 51.1 70.0 70.0 45.5 70.0 70.0 42.1 70.0 70.0 39.7 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -59.2 -75.0 -57.8 -75.0 -90.0 -57.2 -75.0 -90.0 -51.1 -75.0 -90.0 -45.5 -75.0 -85.9, -42.1 -75.0 -79.3 -39.7 -75.0 50.625 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 70.0 51.1 70.0 70.0 49.9 70.0 70.0 52.6 70.0 70.0 48.6 70.0 70.0 44.3 70.0 70.0 41.2 70.0 66.7 70.0 63.3 -75.0 -75.0 -90.0 -75.0 -90.0 -63.9 -75.0 -90.0 -51.1 -75.0 -90.0 -49.9 -90.0 -52.6 -90.0 -48.6 -75.0 -80.9 -44.3 -75.0 -71.2 -66.7 -39.2 -75.0 -63.3 70.0 70.0 70.0 70.0 57.0 70.0, 70.0 70.0 41.9 70.0 70.0 70.0 70.0 68.4 38.7 70.0 60.9, 70.0 56.9 35.9 70.0 54.0 -75.0 -75.0 -90.0 -70.8 -75.0 -90.0 -57.0 -75.0 -90.0 -43.0 -75.0 -90.0 -75.0 -90.0 -44.4 -75.0 -41.0 -75.0 -38.7 -75.0 -60.9 -37.3 -74.5 -74.5 -56.9 -35.9 -71.8 -54.0 GLASS OPTION D. 7/113' LAMI (3/16"1-1S,.090,3/16"HS) FTL-3724 ALL THE ABOVE SIZE COMBINATIONS 70.0 -90.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "OX" WINDOWS IS LIMITED TO 41.4 P.S.F. Rmod Cy Oa* Roved ly: Ramify: 041.* A Drowitc Deb, CNeadar oft, F 02/24/03 NO CHANGE 71413 SHEET 1070 TECHNOLOGY OPIVE NOKOMIS, FL 34275 P.O. sax 1529 NOKOMIS, FL 34274 P_Adr v;sibly Better DESIGN PRESSURES "OX" WINDOWS TRW ALUM. PROJECTED WINDOW, IMPACT NTS 7052-7 RAW Florida :WI NOVI e Product Control BY PE *58201 Mechanical MAX. HEIGHT (SEE SHT. 3) /brad el 0"r. F.K. 828/03 Read By: b"r ar a"r: F.K. 02/24/0:3 0 m MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) Raisb": A Rs✓ be: cn.rrad REDRAW VERTC.AL SECTIONS TO 12 SCALE Om VERTICAL SECTION "X" CONFIG. MAX. HEIGHT OUTSIDE SHT. 3) 1070 TECHNOLOGY ORVE NO10O40S, FL 34275 P.O. BOX 1529 NOKOMIS.. FL 34274 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) t MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) 94 f U 0 Visibly Be t ter 13 G VERTICAL SECTION "OX" CONFIG. VERTICAL SECTIONS 0 45 REFERENCE "OX" FRAME ASSEMBLY DETAIL, SHEET 9 ALUM. PROJECTED WINDOW, IMPACT dvb14srt SM� asc o.+On CA-740 NTS 7 m 11 702 -7 Api roved r con:10"a with die paddaB, ade wse 1 Nom ilc- Athol aProesetC BY Lucas A. Tuner, P.E. PE #58201 MedRnlcel ® 56 57 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH VENT MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) Ib sn or F.K. Rooster Dram ST F.K. 828/03 Rom 02/24/03 A ra..do s and a4 Br 46.480 REDRAW HORIZONTAL SEC77ONS TO 12 SCALE Dec MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH FIXED LITE 1070 TECHNOLOGY OPoVE NOFOMIS, FL 34275 P.O. BOX 1529 N0I 0MIS, F1 34270 PST Visibly Better FtwoMbdct CA -740 n e.rrouaK HORIZONTAL SECTIONS ALUM. PROJECTED WINDOW, IMPACT amt: NTS 8 d 11 Orono w 7052 -7 nn: A Lucas A. Tumor, P.E. PE 558201 Mechanical #12x1 PH TEK SMS O 13" MAX. O.C. WI (2i SCREWS 3" APART AT MID-SPAN FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 ® "O" FRAME SILL O "X" FRAME HEAD- ---- -I "OX" FRAME ASSEMBLY DETAIL O #8x1 QUAD PH SMS NOTE: ALL ALUMINUM S BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL SASH FRAME ASSEMBLY DETAIL .993" 1 r . 289" .040" - INSTALLATION HOLE COVER MAT'L: 6033 -T6 DWG# 7007 z1s O SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 27• FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A Resse3), Deft R"Wbne: F.K. 8/26/03 A Om""er: EX. Oab: DWo I. 02/24/03 (2) PER CORNER O FRAME JAMB Amnions: area/xi es MAIN FRAME ASSEMBLY DETAIL NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3427- P.O. BOX 1529 NOKOMIS, FL 34274 Pc;T Visibly Better 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DW3# 7005A D1a"emn EXTRUSIONS & ASSEMBLY DETAILS 1Y ALUM. PROJECTED WINDOW, IMPACT 8"In"beee CA -740 e Je. NTS Stan 9 d 1 Dab". 7052 -7 Approved as co3sni.:vg %rim the Florida Ylin Code Doze 1 0 NOM, Miami ?rodent Control BY ta- G� x7261703 Lucas A Tumor. P.E. PE 658201 Mechanical ITEM DWG # PGT. # 2 7002 7 7048 5 1155 6 7008 9 7003 N 5 1155 13 7017 14 7009 #8 X 1 QUAD PN SMS FRAME CORNER 4TEY BULB WEATHERSTRIP .187X.185 SASH CORNER KEY i6 7024 17 7026 IS 20 7014 21 1157 23 7013 24 25 7015 27 7029 28 7030 29 7031 30 31 32 7034 33 35 7023 36 7023 -2 37 7023 -3 38 40 45 46 67002A 781 PQA 7MC7008 77048K 67003A 781 PQA 67017K 7MC7009 7MC7024 7MC7026 7MC 1024PPF 7MC7014 RH/LH 78X12PPSMS 7MC7013 78X1 FPSMS SEE CHART 7MC7029 7MC7030 7MC7031 7837X38PPMSA 7MC7022 78X78PPSMS 7MC7023 7MC702316 7MC702320 710XI2PPSMS 5/16' 5/16' DESCRIPTION MAIN FRAME HEAD SILL AND IAMB 1/2 "Xl/2"X1 /8" CLOSED -CELL FOAM TAPE SASH TOP, BOTTOM AND HINGED #8 X 1 OUAD PN SMS TRUTH #24.30.XX.002, MAXIM MULTI- 2 POINT LOCK TRUTH #23050.92, LOCK SUPPORT PLATE TRUTH 419298, #10 -24 X .562 PH. PN. TYPE F TRUTH #40928 & #40929, MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .500 PH. PN. SMS TRUTH #31841, TIE BAR GUIDE #8 X 1.00 FH. PH. SMS TRUTH #11901.92 (14.9). TIE BAR ASSEMBLY TRUTH #51.02.32.011, MAXIM PROJECTED OPERATOR TRUTH 431882, OPERATOR GASKET TRUTH #21641, BACKING PLATE #8 -32 X .375 PH. PN. TYPE B TRUTH #11454, SNAP -ON HANDLE TRUTH #11577, OPERATOR TRACK & SLIDER #8 X .750 PH. PN. SMS TRUTH #34.25.00.212, PROJECTED HINGE - 12" TRUTH #3427.00.104, PROJECTED HINGE - 16" TRUTH #34.29.00.107, PROJECTED HINGE - 20" #10 X .500 PH. PHI- SILICONE - DOW CORNING 899 OR 995 LAMINATED GLASS (1/8" ANN. & 1/8" HS GLASS Wi AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LAMINATED GLASS (2 LITES OF 1/8" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) ITEM ■DWG # 9C 7005 92 I 1155 93 7010 94 7007 95 96 I '1004A 67007 67004A 97 PGT. # _ DESCRIPTIGi: 67005A CASEMENT FIXED WINDOW FRAME 781P A #8XIQUADPNSMS FIXED FRAME CORNER KEY IPQA 712XIPPF .706' --{ .050' --� .865" 0 5116" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 125" ---I 1.124"h- - INSTALLATION HOLE COVER - HOR. PARABOND CASEMENT FRAME ASS'Y. TUBE #12X1PHPNTEK I-- .172" .870' .050° .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .523"—1 1---- .865" .050" 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 47 E 48 49 50 55 56 57 64 66 68 69 70 71 72 77 78 79 80 1634 7036 7042 7047 1224 7006 7040 1635 331 -A 1157 ;019 ;018 7/16" 13/16' 71634K 67036 67042 67407 6TP247 67006 47040 W/B 61635K 60976 78XI2PSTW /B 7MC30426 7MC20550 711573 7FLDHD GLAZING BEAD (1/4, 5/16 LAM.) GLAZING BEAD (1/2" I.G., 7/16 LAM.) GLAZING BEAD (13/16" 1.G.) VINYL BULB WSTP (THICK) SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SO. PN. TEK SMS TRUTH #30476, CLERESTORY POLE TRUTH 420550, CLERESTORY ADAPTER TRUTH #11573, SNAP -ON T- HANDLE KNOB TRUTH #11329, FOLDING HANDLE Re.r er F.K. Mani Dr Deb: 826173 Oats navd IN ReWbu A Ramkvu: r Oren eI: Der: clucked ay Dmo. F.K. 02124/95 Ark CHANGE TNS SHEET 1070 TECHNOLOGY 071VE NOKO:MIS, FL 34275 P.O. BOX 1529 NOXOMIS, FL 342N T Visibly Better CA -740 N CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A .040" I N 1.000° .423" ASEMENT SCREEN FRAME MA 6063 -T6 DWG# 7006 OssNCG", PARTS LIST & EXTRUSIONS Tm.: ALUM PROJECTED WINDOW, IMPACT 1 N TS se..c 1 a,,,.° us W d 11 7052 -7 Lucas A. Turner, P.E. PE 858201 Mechanical 7/16' LAMINATED GLASS (3/16" ANN. & 3/16" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR Dimon P V B) LAMINATED GLASS (2 LITES OF 3/16" ITS GLASS W/ AK .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) I.G. GLASS (118" HS GLASS & 5/16" LAMI W/ 3/8" AIR SPACE) 5/16" LAMINATED GLASS (2 LITES 1/8" HS GLASS WITH AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) SETTING BLOCK 5/32" X 7/16" X 1" LG. .062" 2.701" APPROVED WOOD BUCK 1 1/2° OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM --{ #12& #14 SCREW NOTES: EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK 1/4" MAX. SHIM - 1--- 3/16" OR 1/4° TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4), . ■ APPRCVED WOOD BUCK LESS THAN 1 112" THICK • • (•EE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 11/4" NIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE Rowed Br F.K R°b°d By Rend By. O°." Br. F.K. Nor 8/26/73 Dan: Dow 02/24/03 RdNNfr A Ra"rtm aset°d Br. NO CHANGE THIS SHEET 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4° MAX. SHIM 3!16° OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THIC ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" TH ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 112" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM ---I h #12 & #14 SCREW P i 1 1 /2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK KTOBE ICK TO BE P ST Visibly Better 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS ALUM. PROJECTED WINDOW, IMPACT srtaRbdat CA -740 NTS snot 11 w 11 pansy ea 7052 -7 Approval u complying with the Fluids Date / Bid 0 c NOM Miami Product Coolie' x gl2 c? /o Luce A. Tumor. P.E. PE #58201 Mechanical 1070 TECHNOLOGY OPoVE NOFOMIS. FL 34275 P.O. BOX 1527 NOIF'OMIS, FL 34274 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by 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 SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, statc and following statement: "Miami -Dade County Product Control Approved"tinless 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 thc 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 thc user by the manufacturer or its distributors and shall be available for inspection at the job sitc at thc request of the Building Official. This NOA revises NOA # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, 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) 375-2908 NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 7 1/2" — 7 1/2" —I X 37.500 1.3" — MAX. ON CENTER TYP. HEAD & SILL 7 1/2" 7 1/2" 5 1/2" 13.5 13.5" TYP. MAX. .5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS 95.750 2 POINT LOCK a` OPTION 7 I/2" --- I J" MAX. ON CENTER TYP. HEAD & SILL XX 71.750 MA4 / y 7 1/2" — — 7 I /2" 5 1/2" 13.5" • 13 TY°. MAX. 5 1/2" SEALANT ON FRAME CORNERS • PANEL CORNERS LARGE MISSLE IMPACT DOORS I.) GLAZING: .401 /464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X. XX J.) OESCN PRESSURE RATING: Jo) 464 LAM.: +75 P.S.F. -75 P.S.F. 3b) 401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 I /2" FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REOUIRED 6.) REFERENCE TEST REPORT: FR-2247 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 PR000CT REVISED as complying rile lee Ikeide Daldley, Code Ace :Seam no O2 - 001 • ; 2 F.apieet • De. Mb Dade rn,dacs Curd PRODUCT RENEWED AccEri F N•. C31— Li 1 .o 4 1.`(PINATR).Y Dan 1•0 C 22 7n 6 Il 1 s4, 5 t . (— ∎• IM IAA 1CT U *min. D1 V1OU)N IIURUI$o. CY)OL. W MI }YMCE 011 iCE Robert L. Clark, P.E. P.E. 639712 Structural Revisions: 0) added 2p1. lock info Material: Rend By: IDoI.: O.B. 1 11/17 /00 wa.n Br D.8. Chkd By:10al.: Oats: 2/1 6/98 rnlrmmees thee•t Nnlyd: nac9'mr 1 I /6. broad .02 1 Dead .mD Mp b, 1 I' Sent. /Yodel: SWD -101 PC7 N0: 1070 Technology Dr. Nokomis. Pl. 34275 De.cnplion: French Door — X, XX VENDOR NO Scab: shoe: 1 1p/4 I T_ INDUSTRIES Ora.ina No 971 R..: 0 ROUGH OPENING 95. 750 93.625 .250 ---- MAX. SHI SPACE ROUGH OPENING SEE SHEET 3 FOR ANCHORS d 4 • 84 3/4" DAYLIGHT I OPENING MAX. SHIM . 250 SPACE 1.479 VERTICAL SECTION INTERIOR 1.489 r .250 I MAX. SHIM SPACE ROUGH OPENING 34.625 TYP. BOTH PANELS ACTIVE PANEL 25" — DAYUGHT OPENING Ro rt )i. Clark, P.E. P.E. P39712 Structural 71.750 EXTE HORIZONTAL SECTION INTERIOR IOR 1.750 INACTIVE PANEL PRODUCT REVISED tbtapllLs with the Florid. Aaepta.v No O2 -O iO1.1 2 Etpintbe D. I I/ 2.2 /04 Mi.i! D.d. Prod.cl Central Di ibe -- .250 MAX. SHIM SPACE "- ROUGH OPENING 1.480 PRODUCT RENEWED ACCEPMNQ N.. C> I — 0411. OLI EXPIRATION 11.117. N . 00E • (EY 2Z ?006 D l 1St. moot CT ZY IMII>V ,c.mo t otraormU COG' QOMli.J CE° KS Revisions D) added 2 pt. lock info Materiel: '1 `1 .07 s 11/17/00 On en BY D.B. c0wd ey: 0ot.: Dot.: 2/16/98 rekrrw,n Mine. Ndted Madhya t l/se Oedrd .aa t Owing/ .RO 1 q t r Serve, /Mode: SWD - 10; Description: 1070 Technology Dr. Nokomis, FI. 34275 French Door — Elevations PGT NO VENDOR NO Scale: S... 2.'4 or o.:..y No. 971 INDUSTRIES SCC OCT. A' 0 s-• • 3 POINT LOCK ASSY. 2 POINT LOCK ASSY. m f/8 ANN. 3/76 ANN. — .090 3/16 ANN. --1 I I 3/16 ANN. .250 J MAX. SHIM �---. 3.000 - -I SPACE .401" LAM. IV/MONSANTO SAF1 EX PY8 _INTER! AYES OR 401" IAN. W/OUPONT 81)1411rr INTERLAYEB SEC NOTE ,1 ON SHEET t DF li N PRFSSURE RATING: t60 1)zL .090 —! •017..,17 1.489 1.489 L .250 - WAX. SHIM 3.000 - SPACE .464" 1AM It/MONSANTO SAFIFX PYR INTFRLAYFR CR .464" LAM_ IQ/DUPONT BUTALITE mum ArrR 5£E MIT d ON SHEET j OESIGH PRESSURE RA1180_ 275 pet PROWC7 REVISr..O with th% Il.•.M. Ooldled Cede A.espauee Mn 02 - 07Ol• 12 Eepledloe Date 11/ 2 J O (. try Wan ade Produce CootM Dhi ee III CDUCT RENEWED ncctrr,Nc7 N.. ° 1 - 0 . 0 -1 tXTIRA10.411Ar7. N 22 Uy S4t9 .1. I.�..c,1.. • IM, 7 Vti1lT4 w °annJ f Y Atinct 1°-. Robert L. Clark, P.E. #19717 s op iY R.vislons: 0) added 2 pt. lock info R.r.d By: poi.: CNkd Br Dal.: 0.9. 11/17/00 . a X11 2/ 16/96 TeleNrrea finless Nat.( naelbns: 3 9/64 oen,s .I06 d Nand .6017 t NiPAr d 1 s.d.s/uadel. SWD -101 OCT NO: 1070 Technology Dr. Nokomis, FI. 34275 r INDUSTRIES D.serip6tm: French Door — Exploded/Glazing Oro.:np No VENDOR NO: 5c11.: Shoot: 3.94 971 a• I /4' UPCON ® TYP, HEAD 1 /4 TAPCON La�n 1 TYP. SILL GROUT WST TILVISLTR SHEAR ww 10 SLAB. Robert L. Clark, P.E. P.E. 1739712 Structural ITEM DESCRIPTION I DOOR HEAD /SILL 2 DCOR JAMB (HINGED) J 000R ASTRAGAL 4 .2.,0 x .187 FINSEAL STRIP 5 DCOR W —STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 CVIINC BEAD (ROLL FORM) 9 OLITSWINC THRESHOLD 10 5,/16x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5 16x 18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 10x3/4 SCR. FLT. HD. PHIL 18 HINGE ASSY. 19 1Cx.625 FLT. HD. PHIL 20 10x 1 2 FLT. HD. PHIL. 21 TCP BOTT. SLIDE BOLT LOCK 22 6x1 2 FLT. HD. PHIL. 23 8x1 1/2 SCR. PN HD. QUAD. 24 SEMI SEALER 25 LOCK SUPPORT ASSY. 26 6x3/4 FLT. HD. PHIL. 27 .200 x .190 OLON 28 375 x .190 QLON 29 3 POINT LOCK ASS Y. 30 LOCK ACTNE 31 LOCK (DUMMY) 32 DEAD —BOLT LOCK 33 .401 LAM. W MONSANTO Id SILICONE ICONE 35 112 Ph. Pn. SMS 36 1 / 4 TAPCON 37 .401 LAM. W /OUPONT 38 .454 LAM. W DUPONT 39 .484 LAM. W /MONSANTO 40 2 POINT LOCK ASSY. 41 ,r8 x .75 Ph. Fl. Tek Rawson. 0) added 2 pt. lock info NoIe Resod By. IDels: D.B. 11 /I7 /00 Drown Its D.B. Gen Br (Dole: V.T. / 60375 60376 Dol 2 /16/98 60377 679240 60379 60380 60411 65170 61069M 6TROOA 60378M 7WASHA 7JNUTA 41722W 7955X 41721 71034A 7FRMOW 71058FP 710X12PPW 41720 7612FW 78112A 6 M55W 4UBLOK 7634F 60200K 60300W FO3PTAY 7LOKAP 7LOKIP 7BLTIP 62899C 7834FPT 8 (2 /each door top & bot. roil 4 (1 /door fop & bot. roil) 8 (SjL /ea. door top & bot. rail & 8 2 /eo. door top bot. roil 8 2 /ea. door fop & bot. roil 6 (3 frame tombs) 26 6 /hinge — hinge —door tomb 30 5 /hinge &hinqe jamb 2 1 0 top /bot. of I.h. astragal 4 2 /slide bolt locks) 12 (6 /head & sill) 3 1 lock 6 2 / ock support ossv.) 5 1Jostrogals,fr. jambs & head) 4 1 /ostrooals dt f ome jambs) 1 0 r.h. astragal 1 0 r.h. ostra 1 (® r.h. ostroaol 1 (0 r.h. ostroaol 1 (0 r.h. ostragal) T &Mnn -.7 Unless )bled: V.,.t rr 1 I /64 Deoild .PR D.&,d .Opp 1 A+P+o" 1 r Series/U.1e SWD - 101 Oescrotion: PGT NO: OTY. /DESCRIPTION �1 �s a1L�1 Ado Protect Canted VENDOR NO 1070 Technology Dr. Nokomis, Fl. 34275 Sc ale: ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES 41720 MERCHANTS FASTENER FASTEC INDUSTRIAL H Mat HEAD SM5504 PGT INDUSTRIES 4UBLOK FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES HARLOC HARLOC HARLOC )-I.P.G. 00W CORNING H.P.C. H. P.G• H.P.C. VENDOR PCT INDUSTRIES SPENCER PRODUCTS u) 1SL41-L1 OhYlem IM ■e1t. 4 , ei l Ix 'eruct. L•JD.La+). Vtt. rciPlistqC E1• French Door — Anchorage /B.O.M. Sheol: D ro.ing No. 4 =r4 971 VENDOR 1 AF —I0375 AF -10376 AF -10377 157924 -187 AF -10379 AF -10380 AF -12376 AF-12375 AF -10378 41722W 41721 Q200X190 Q375x190 FDJPTAY 100 • 880 820 899 PRODUCT REVISED PRODUCT RE' Nt WCD 10O pl . ith the Florida 1 Aacpbece 02 -0' 01.1 nor rMTU. N.. a t — 0 CI 1' Caplralbn Date/1122.... UOIRI \7TO.4 GATT. N64ENS'7L 2z Zoo , „- _r_ INDUSTRIES Ror. v 1./ .a IJ tt Your application for Product Approval of 20 GA. Galvanized Steel Storm Panel Shutter Approved: 01 /21/2000 Internet mail address: postm aster.ghuildingcodennline.com P L JJVJ f CONTRAC'T'OR ENPURCENiEN'I SECTION (305) 375 -2966 FAX (305)375 -2908 The expense of such testing will be incurred by the manufacturer. _• Acceptance No: �� =68(1 :U1 _. ___ •:.: • • CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIMITTEE hiCAUet Avt$bN (=05 3:5-t02:“X23(15)V72 339 • • • • • • • • • • • • • • • • • • • under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for a4ceptt,nce by.tlje!vlialti e County Building Code Compliance Office (BCCO) under the conditions s P •d: her • � iii • • • • • . ••• • • • • ••• This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure_this product or material at anytime from a jobsite or manufacturer's plant for qualityr,oritrol testis. •.• ...... f: • If this product or material fails to perform in the approved manner, BCCO may revok :, jnpdIC7, pr suspiend - _ the use of such product or material immediately. BCCO reserves the right to r ®voke t is4pprovakeifiiels determined BCCO that this product or material fails to meet the requirements of the South Florida'Bdildiria Code. • ChieF i'roduc't Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Offc Homepuee: http : / /www.huildingcodeonline.com Florida Storm Panels, Inc. ACCEPTANCE No. : •• • • • • APPROVED •■• .•• . EXPIRES • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • ••• ».9.-0804.01 . • J A S 2 • 5 • • • • • • • • • • • ••• •• • :• Jan(uan::L. 2003 • • • . • . • • • • • • NOTICE OF ACCEPTANCE._ • - -. SPECIFIC CON19 fE% :..: -.r _ . 1. SCOPE This revises and renews the Notice of Acceptance No. 99- 0105.03, which was issued on February 1999. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of th. Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition Miami -Dade County, for the locations where the pressure requirements, as determined by SFB Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized:steeLstorm panels shutter and its components shall be constructed in strip compliance -with the following documents: Drawing No. 99 -097, titled "20 Ga. Galvanized Stet Storm Panel ", prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision 42 date December 23, 1 sheets 1 through 4 of 4, signed and sealed by V. J. Knezevich, P.E., bearing th, Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number an. approval date by the Miami -Dade County Product Control Division. These documents she. .hereinafter be referred to as the approved drawings. 3. LIMITATIONS - All -per a nent set components, included but not limited to embedded anchor - bolts- thr eaaed -c ►e s: a - me-t ids, hew and sills, must be protected - against corrosion, conteniir a ten -- - - - - - -- all times. _.. _. 4. INSTALLATION This 20 gauge galvanized steel storm panels shutter and its components shall be installed in stric: compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice o: Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A.'iVlakar, P. E. - Product Control Examiner Product Control Division 2 of 3 Florida Storm Panels, Inc. ACCEPTANCE No.: 99- 0804.01 • • • ••• • . • • • • • • .IAA • 2 10 • APPROVED • • • : • • • • • • • • • ••• • • . • • ••• EXPIRES : • :• Januar' 4. 2003 • • • • NOTICE OF ACCEPTANCE: STANDARD COjYDAF'IO�t'; :•• 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and tl: original submitted documents, including test - supporting data, engineering documents, are no older than eia: (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and th following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in th specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this produc and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initiall. submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automaticall; be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any othe- purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal or Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •• Helmy A. I akar, P.E. - Product Control Examiner Product Control Division 375 1 t SO .. 2.I 30 I L69 a 090 r - OI ITYP) "F" TRACK SCALE HALF SIZE ZIT Los_ g8 - I 1/L MAx WINGNUT SCALE HALF slzE •NID TN uNLIM■TE0 IPERP TO PANEL SPANI SECTION - B O�T`TOM .MOUNT 5 -vL ITYP L OV OR DIRECT TYPICAL ELEVATION (SYSTEM 1 ) MOUNT OVERLAP FAS TENERS OR REINFORCING TuBE REQuIREO TOP MOUNTS SHALL BE - OR - U' MEAOERS. BOT MOUNTS SHALL BE 'F TRACK OR S T000E0 ANGLES •.✓NTH STUOS Cal 5 -1 /L 0 C. OR DIRECT MOUNTS WITH ANCHORS (a 5 - 1/L 0 C E XIS T,NG CONCRETE, HOLLOW BLOCK OR W000 FRAMING 0 /0 13:00 PRODUCT M LOCATION 1 So - 12 50" COvERAGE 1l_ SO" STORM PANEL • : 100 0 - x E XIS TING CONCRETE. HOLtOw BLOCK OR L.000 FRAMING 3 500" 0 1O STANDARD CHANNEL SCALE HALF SIZE TOP MOUN `1L T ern® USE I • 1 • 16 GA STEEL TUBE WHERE APPLICABLE / SEE NOTE 8 L TYPIC L / J ELEVATIONS OS L 16 ITYP ) OPTIONAL LEG DIRECTION 1 TUBE. MAY BE O WHERE REOUCED ARA TION FROM GLASS EOUIRED SEE A RATION FROM GLASS EDULE. SHEET L ANO N VIEW L NOTE 9 ET 1 RLAP FASTENERS PLAN VIEW L E 8I PROOUCT MARKING / LOP TIONAL LOCH TIONI LE •3'• S 1 •• • ▪ _ _SC �'' • ._ • , - 0_0. • • - - _ 16 GAGE GALV STEEL GPAOE 5o 16 GAGE GALV 5 TEL'_ GRACE 50 OVERLAP FASTENERS TYP (SEE NOTE • 81 0 1 16 i 6 GAGE GALV STEEL ANGLE CLOSURE PIECE • 2 MIN TO 2 • 5 MAX FASTENER (8) 12 - 0 C FOR OESIGN 10A05 LESS THAN OR EQUAL TO 100 PSF ANO 8 0 C FOR OESIGN LOAOS GREATER THAN 100 PSF (SEE ANCHOR SCHEOuLE FOR ANY ACCEP TABLE ANC,OR1 2.l I 0 l ••• NI • • • • • 0 4• • ••• • • • T'1 ~al 751 1 � -r L 4I • • c` • '• • • • • • 3•15�R • • • 4 •- I• ••• • • • • • • • • '" - or - N1 • • •• di 1,13•' 1 • • I 2 000" I "ft: 'H E7a ©E!t • . • • • OPTIONAL LEG DIRECTION - SOFFIT CHANNEL SCALE HALF SIZE 1 00 .. II- GAGE 1 GALV STEEL 5 00 MAX CLOSURE SCALE 3" • 1' -0" WIOTM UNLIMITED (PERP rO PANEL S ?AN) SECTtON - I� • • ••• •• •• • • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • ••• 0 0• of ^I 75J T OP ,MOUNT 00 OR DtREC7 MOUNT •-. `� - 90 TTCM MOUNT �- - i6 -1 /L ITYP) L 0O OROIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP 8. BOTTOM MOUNTS SMALL BE - F - TRACK OR STUDDED ANGLES wITM STUOS (al 5 -t /L O.C. OR DIRECT MOUNTS wITM ANCHORS (d 6 -1/1.- 0 C. L EXIS rING CONCRETE. HOtLOw 3LOCK OR w000 FRAMING FLAN VIEW SCALE 1_1/2'• • 1' -0- ? 0 00 .. GALV. STEEL GRADE 50 OR ALUM I • MIN 095 13 KEYHOLE WASHER scALE MALE S)ZE J 0 1 1 TUBE. MAY SE _1 USED WHERE REOUCEO „ O S FROM GLASS Z Z IS REQUIRED SEE 4 M1 a SEPARATION FROM GLASS 0 SCHEDULE. SHEET L, ANC) Z x - PLAN v■Ew a NOTE 8 - SHEET 1 O E OVERLAP FASTENERS (SEE PLAN •/IE'. L NOTE 81 K u1 C Q v O > 11 I/1 -20 • 3 -1/2 BOLT WITH wASHEREO wINGNUTS / 0112 -1/2- 0 C. )TYPI "../7 // 1`-n 1/L MAX T '""••\- \ \ ` 1 1/ /L - MAX - } FU 1 . 1 • 16 GA STEEL T UBE wMERE APPLICABLE O SCE NOTE 3 L TYPICAL ELEVArIONS 15 L 0 ITYP OI . 0 " II ■ 2 000" 06' I NI 100' 013 .. 16 G.A. STEEL TUBE SCALE 3 • 1' -0" '.LID TH UNLIMITED (PERP TC PANEL SPANI SEC TIONI - L I II • FN ■•■• 1 12 -I/2- 1 • (rrPl TYPICAL ELEVATION •_, lr1 - NO OVERLAP FASTENERS OR REINFQRCING TUBE REQUIRE° TOP 3• BOT MOUNT SMALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS Ca 12 -1/2" 0 C OR CIRECT MOUNTS wIT ANCHORS (al 12-1/2" 0 C 1 -3 /L OVERLAP .MIN � 12 11 GAGE GALV STEEL ANGLE CLOSURE PIECE - '0 0 i :•- :ZS NI 6063 -76 ALUMINUM 5 - .MAX 5a 50TTOP, MOUNT OO OR DIPEC MOUN (SYSTEM 3) SCALE_ - • 1 .3 SCALE 3" • 1' 0" I FLORIDA STORM PANELS. INC. OPA LOCXA. FL DARE COUNTY PROOUCT CONTROL APPROVED 2" MIN FASTENER 12 0C FOR OESIGN LOAOS LESS THAN OR EQUAL 12 100 0SF ANO 8 0 C FOR OESIGN LOAOS GREATER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCICRI E XISTING CONCRETE. HOLLOW BLOCK OR •000 FRAMING ANGLE n ANGLE "U" HEADER `,..' j I 16 GAGE GALV ST___ of SCALE 3 • _ 3 _ - SCALE 3 • , 1"-093.. -Y2 5 S STUC ) 6- I /L■.3 _ OP ra :2 -112 - O c (SEE hE TAILS FOR S ?AC:NGi ANGLE /1 STUDDED ANGLE SCALE 3" • 1' -3" GENERAL NOTES: 1 21,15 SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE 'NI 7H THE SOUTH FLORIDA BUILDING CDOE 1991 EDITION FOR .M,AMI -OADE COUN Ty 2. POSITIVE ANO NEGATIVE CESIGN PRESSURE CALC'LA TIONS SHALL BE PERFORMED FCR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN '.LAOS FOR 9UILCINGS ANO OTHER STRUCTURES TABLES SHALL 35 REFERENCED A T APPRGPRIA TE DESIGN LOAOS 3. STORM PANELS SHALL 3E 20 GAUGE STEEL II • 035 CONFORMING TC AS TM A653. $ TRUCTURAL DUALITY, GRACE L0. G 50 GALVANIZED COATING, win, A MINIMUM FT • 16.7 KSI - ALUMINUM ALLOY EXTRUSIONS SHALL 9E 506 -75. U O N S. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEE w,r . A ,. TOP L BOTTOM DETAILS SnOwN MAY BE INTERCHANGED AS FIELD CoNOITIONS 5. HA TERIAL SPECIFICA TICNS .902E0 HEREIN ARE THE MANUFACTURER'S REPRESENT A r10N OF MATERIALS 72 BE USE0 IN PRODUCT TESTING. ( 2.I Z z n 0 • 0 wI 7 n ! u1 i a UI I1 11 ICvi lu L. PRODUCT MARKINGS SHALL BE 'aI 2HIN 12 OF ONE ENO OF THE PANEL w12H A MIN I N Z! oF o.€ MARKING PER PANEL ANO SHALL BE LABELE0 AS FOLLOwS. I E z ''2 ..1.'01:1 , .� CC U > o (° I IQ",0 < MINIMUM TENSILE STRENGTH OF 50 KS■ 1('rI CV` L � •- ( HP I V/l L1. Z,0091 .1 OIC TA TE. PANELS MAY BE MOON TEO HORIZONTALLY ‘,./HERE APPLICABLE. I rl < ............ 1111 II Q -I P 0 - ' CL (.0 r• - c t r MI ?AN A P I A T HA - FASTENED T v_ - R P A OS 0 9 ANELS u -GAGE ZI NG 5 £_. •UBE C BE S Ed' O D E LA S - IT� JI Y� - fi ' Y •'.6 St'ret TU8E.e751NG- 1 +.�- 20- .-3 -Ir2 BOLTS w/ OIE CAST ALuM1NUM . -- t .� 1 - •.rA SM EREO 5 Jr1CJNLfT>- 9 :RC?(IVI IfS1SE� Tvp 1CAC a a' A27QN 15 s '® 1. PANELS MQT" - •t r _'1 .zm1 - - .,tO L . i UfILIZING ST EEL TU2:&SHAtrt- BE• FASFENEO -A MIOSPAN w/-- i /L_20 • 1 TS. NTI•.- a l E•-- N1�."� _�•'� . .stUr+IN43 Ve•S ".•E1ED '6INGNUTS - •7R 3ACXNUTS ISE.E TY PIC AL ELEVA TSCN.j L " ^ �r/^� ...� - - t.. FOR PANEL SPANS LESS THAN 33 OVERLAP FASTENERS L TUBE ARE NOT REOUI E0 1 - • VI j� G - _ CA5T I LC3 I n I ' 1 NO 52E5L TUBE ANO OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 17 9 THE OE7AIL5 ANO SPECIFICA TION5 SHOWN HEREIN REPRESENT THE PRCOUC TS TES TEO FOR IMPAC7. CYCLIC ANC) UNIFORM STATIC AIR PRESSURE IN CONFORMANCE .4121, 0A05 COUNTY PROTOCOLS PA 201.202. ANO 203. 0E5I2N 9ASEO ON CONSTRUC TESTING CORPORATION (CT() 755T REPORTS No 95 -032 ANO No 96 -009 10 A •AARNING NOTE SHALL 55 PERMANENTLY PLACED ON EITHER THE SILL CF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OwNER OR TENANT THAT THE - 5 20RM PANELS WILL NOT OFFER HuPRICANE PRO rECTION UNLESS ALL REINFORCING BOLTS AN0 /OR 3ARS ARE PROPERLY INS TALLEO. WHEN REOUIREO" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT /L. .2/ %eV ° PRODUCT .OL DIVISION BUILDING CODE �MPL�9 � ACCEPTANCE N0. 4• ml I >•A' A 1 I I P E •011• 0 1 1 1 1 1 I V.J. KNEZ,,VIH IPROFESSIO E• INEERI ;FL L1 e NO 903 1999 7/19/99;1 I • c. I 2.••..L2.T I I L_ 's ..o CO L • 1 cn• a�a 4 1 11 1 71'773 v7K Il v,K f 4•._.n, no 1 1 99 -097 II ( sneer 1 Or L 11 1- I, I I _ _ 7 I • I I I I ? } { 1 1 _,— - Cr y t _ ,. _ = - 07 7 -l l uSE SEP IS a SEP SCM PLA SHE •-OvE (SEE Nor 41-1 1 . a M .s Eta .: L� F1 . . f • ■ ■ t I 375 1 t SO .. 2.I 30 I L69 a 090 r - OI ITYP) "F" TRACK SCALE HALF SIZE ZIT Los_ g8 - I 1/L MAx WINGNUT SCALE HALF slzE •NID TN uNLIM■TE0 IPERP TO PANEL SPANI SECTION - B O�T`TOM .MOUNT 5 -vL ITYP L OV OR DIRECT TYPICAL ELEVATION (SYSTEM 1 ) MOUNT OVERLAP FAS TENERS OR REINFORCING TuBE REQuIREO TOP MOUNTS SHALL BE - OR - U' MEAOERS. BOT MOUNTS SHALL BE 'F TRACK OR S T000E0 ANGLES •.✓NTH STUOS Cal 5 -1 /L 0 C. OR DIRECT MOUNTS WITH ANCHORS (a 5 - 1/L 0 C E XIS T,NG CONCRETE, HOLLOW BLOCK OR W000 FRAMING 0 /0 13:00 PRODUCT M LOCATION 1 So - 12 50" COvERAGE 1l_ SO" STORM PANEL • : 100 0 - x E XIS TING CONCRETE. HOLtOw BLOCK OR L.000 FRAMING 3 500" 0 1O STANDARD CHANNEL SCALE HALF SIZE TOP MOUN `1L T ern® USE I • 1 • 16 GA STEEL TUBE WHERE APPLICABLE / SEE NOTE 8 L TYPIC L / J ELEVATIONS OS L 16 ITYP ) OPTIONAL LEG DIRECTION 1 TUBE. MAY BE O WHERE REOUCED ARA TION FROM GLASS EOUIRED SEE A RATION FROM GLASS EDULE. SHEET L ANO N VIEW L NOTE 9 ET 1 RLAP FASTENERS PLAN VIEW L E 8I PROOUCT MARKING / LOP TIONAL LOCH TIONI LE •3'• S 1 •• • ▪ _ _SC �'' • ._ • , - 0_0. • • - - _ 16 GAGE GALV STEEL GPAOE 5o 16 GAGE GALV 5 TEL'_ GRACE 50 OVERLAP FASTENERS TYP (SEE NOTE • 81 0 1 16 i 6 GAGE GALV STEEL ANGLE CLOSURE PIECE • 2 MIN TO 2 • 5 MAX FASTENER (8) 12 - 0 C FOR OESIGN 10A05 LESS THAN OR EQUAL TO 100 PSF ANO 8 0 C FOR OESIGN LOAOS GREATER THAN 100 PSF (SEE ANCHOR SCHEOuLE FOR ANY ACCEP TABLE ANC,OR1 2.l I 0 l ••• NI • • • • • 0 4• • ••• • • • T'1 ~al 751 1 � -r L 4I • • c` • '• • • • • • 3•15�R • • • 4 •- I• ••• • • • • • • • • '" - or - N1 • • •• di 1,13•' 1 • • I 2 000" I "ft: 'H E7a ©E!t • . • • • OPTIONAL LEG DIRECTION - SOFFIT CHANNEL SCALE HALF SIZE 1 00 .. II- GAGE 1 GALV STEEL 5 00 MAX CLOSURE SCALE 3" • 1' -0" WIOTM UNLIMITED (PERP rO PANEL S ?AN) SECTtON - I� • • ••• •• •• • • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • ••• 0 0• of ^I 75J T OP ,MOUNT 00 OR DtREC7 MOUNT •-. `� - 90 TTCM MOUNT �- - i6 -1 /L ITYP) L 0O OROIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP 8. BOTTOM MOUNTS SMALL BE - F - TRACK OR STUDDED ANGLES wITM STUOS (al 5 -t /L O.C. OR DIRECT MOUNTS wITM ANCHORS (d 6 -1/1.- 0 C. L EXIS rING CONCRETE. HOtLOw 3LOCK OR w000 FRAMING FLAN VIEW SCALE 1_1/2'• • 1' -0- ? 0 00 .. GALV. STEEL GRADE 50 OR ALUM I • MIN 095 13 KEYHOLE WASHER scALE MALE S)ZE J 0 1 1 TUBE. MAY SE _1 USED WHERE REOUCEO „ O S FROM GLASS Z Z IS REQUIRED SEE 4 M1 a SEPARATION FROM GLASS 0 SCHEDULE. SHEET L, ANC) Z x - PLAN v■Ew a NOTE 8 - SHEET 1 O E OVERLAP FASTENERS (SEE PLAN •/IE'. L NOTE 81 K u1 C Q v O > 11 I/1 -20 • 3 -1/2 BOLT WITH wASHEREO wINGNUTS / 0112 -1/2- 0 C. )TYPI "../7 // 1`-n 1/L MAX T '""••\- \ \ ` 1 1/ /L - MAX - } FU 1 . 1 • 16 GA STEEL T UBE wMERE APPLICABLE O SCE NOTE 3 L TYPICAL ELEVArIONS 15 L 0 ITYP OI . 0 " II ■ 2 000" 06' I NI 100' 013 .. 16 G.A. STEEL TUBE SCALE 3 • 1' -0" '.LID TH UNLIMITED (PERP TC PANEL SPANI SEC TIONI - L I II • FN ■•■• 1 12 -I/2- 1 • (rrPl TYPICAL ELEVATION •_, lr1 - NO OVERLAP FASTENERS OR REINFQRCING TUBE REQUIRE° TOP 3• BOT MOUNT SMALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS Ca 12 -1/2" 0 C OR CIRECT MOUNTS wIT ANCHORS (al 12-1/2" 0 C 1 -3 /L OVERLAP .MIN � 12 11 GAGE GALV STEEL ANGLE CLOSURE PIECE - '0 0 i :•- :ZS NI 6063 -76 ALUMINUM 5 - .MAX 5a 50TTOP, MOUNT OO OR DIPEC MOUN (SYSTEM 3) SCALE_ - • 1 .3 SCALE 3" • 1' 0" I FLORIDA STORM PANELS. INC. OPA LOCXA. FL DARE COUNTY PROOUCT CONTROL APPROVED 2" MIN FASTENER 12 0C FOR OESIGN LOAOS LESS THAN OR EQUAL 12 100 0SF ANO 8 0 C FOR OESIGN LOAOS GREATER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCICRI E XISTING CONCRETE. HOLLOW BLOCK OR •000 FRAMING ANGLE n ANGLE "U" HEADER `,..' j I 16 GAGE GALV ST___ of SCALE 3 • _ 3 _ - SCALE 3 • , 1"-093.. -Y2 5 S STUC ) 6- I /L■.3 _ OP ra :2 -112 - O c (SEE hE TAILS FOR S ?AC:NGi ANGLE /1 STUDDED ANGLE SCALE 3" • 1' -3" GENERAL NOTES: 1 21,15 SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE 'NI 7H THE SOUTH FLORIDA BUILDING CDOE 1991 EDITION FOR .M,AMI -OADE COUN Ty 2. POSITIVE ANO NEGATIVE CESIGN PRESSURE CALC'LA TIONS SHALL BE PERFORMED FCR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN '.LAOS FOR 9UILCINGS ANO OTHER STRUCTURES TABLES SHALL 35 REFERENCED A T APPRGPRIA TE DESIGN LOAOS 3. STORM PANELS SHALL 3E 20 GAUGE STEEL II • 035 CONFORMING TC AS TM A653. $ TRUCTURAL DUALITY, GRACE L0. G 50 GALVANIZED COATING, win, A MINIMUM FT • 16.7 KSI - ALUMINUM ALLOY EXTRUSIONS SHALL 9E 506 -75. U O N S. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEE w,r . A ,. TOP L BOTTOM DETAILS SnOwN MAY BE INTERCHANGED AS FIELD CoNOITIONS 5. HA TERIAL SPECIFICA TICNS .902E0 HEREIN ARE THE MANUFACTURER'S REPRESENT A r10N OF MATERIALS 72 BE USE0 IN PRODUCT TESTING. ( 2.I Z z n 0 • 0 wI 7 n ! u1 i a UI I1 11 ICvi lu L. PRODUCT MARKINGS SHALL BE 'aI 2HIN 12 OF ONE ENO OF THE PANEL w12H A MIN I N Z! oF o.€ MARKING PER PANEL ANO SHALL BE LABELE0 AS FOLLOwS. I E z ''2 ..1.'01:1 , .� CC U > o (° I IQ",0 < MINIMUM TENSILE STRENGTH OF 50 KS■ 1('rI CV` L � •- ( HP I V/l L1. Z,0091 .1 OIC TA TE. PANELS MAY BE MOON TEO HORIZONTALLY ‘,./HERE APPLICABLE. I rl < ............ 1111 II Q -I P 0 - ' CL (.0 r• - c t r MI ?AN A P I A T HA - FASTENED T v_ - R P A OS 0 9 ANELS u -GAGE ZI NG 5 £_. •UBE C BE S Ed' O D E LA S - IT� JI Y� - fi ' Y •'.6 St'ret TU8E.e751NG- 1 +.�- 20- .-3 -Ir2 BOLTS w/ OIE CAST ALuM1NUM . -- t .� 1 - •.rA SM EREO 5 Jr1CJNLfT>- 9 :RC?(IVI IfS1SE� Tvp 1CAC a a' A27QN 15 s '® 1. PANELS MQT" - •t r _'1 .zm1 - - .,tO L . i UfILIZING ST EEL TU2:&SHAtrt- BE• FASFENEO -A MIOSPAN w/-- i /L_20 • 1 TS. NTI•.- a l E•-- N1�."� _�•'� . .stUr+IN43 Ve•S ".•E1ED '6INGNUTS - •7R 3ACXNUTS ISE.E TY PIC AL ELEVA TSCN.j L " ^ �r/^� ...� - - t.. FOR PANEL SPANS LESS THAN 33 OVERLAP FASTENERS L TUBE ARE NOT REOUI E0 1 - • VI j� G - _ CA5T I LC3 I n I ' 1 NO 52E5L TUBE ANO OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 17 9 THE OE7AIL5 ANO SPECIFICA TION5 SHOWN HEREIN REPRESENT THE PRCOUC TS TES TEO FOR IMPAC7. CYCLIC ANC) UNIFORM STATIC AIR PRESSURE IN CONFORMANCE .4121, 0A05 COUNTY PROTOCOLS PA 201.202. ANO 203. 0E5I2N 9ASEO ON CONSTRUC TESTING CORPORATION (CT() 755T REPORTS No 95 -032 ANO No 96 -009 10 A •AARNING NOTE SHALL 55 PERMANENTLY PLACED ON EITHER THE SILL CF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OwNER OR TENANT THAT THE - 5 20RM PANELS WILL NOT OFFER HuPRICANE PRO rECTION UNLESS ALL REINFORCING BOLTS AN0 /OR 3ARS ARE PROPERLY INS TALLEO. WHEN REOUIREO" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT /L. .2/ %eV ° PRODUCT .OL DIVISION BUILDING CODE �MPL�9 � ACCEPTANCE N0. 4• ml I >•A' A 1 I I P E •011• 0 1 1 1 1 1 I V.J. KNEZ,,VIH IPROFESSIO E• INEERI ;FL L1 e NO 903 1999 7/19/99;1 I • c. I 2.••..L2.T I I L_ 's ..o CO L • 1 cn• a�a 4 1 11 1 71'773 v7K Il v,K f 4•._.n, no 1 1 99 -097 II ( sneer 1 Or L 11 SEE MIN SRPAR FRCP.' LA S1+_J1 � FRCP.' GL ASSASS SCHEDULE GLASS OR 0008 C O ANGLE TO WALL DETAIL SEE MIN SEPARATION - FROM GLASS SCHEDLILE (TABLE 21 01 /O 12:55 WOOD STUDS ab 2L O C NtAX SCALE 3 • r - 0° EXISTING CONCRETE HOLLOW BLOCK OR f4STENER, SEE ANCHOR W000 FRAMING SCHEDULE. REFERENCE FASTENER SE ANCHOR CONNEC• TION'T'PE]• SCHEDULE gEFrRE N CE • I ••• E • • • • • • • • } CONNECTION 'TYPE 2* • • • • • E �.• �•• O DRO • • • • y - ,• • • • • • • • I ,u1 m1 11/2" Z. C ON FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1' Ex)ST)NG CONCRETE MOLLOw BLOCK CR M000 FRAMING A O WALL MOUNT SECTION SCALE 3.. = 1. -0.. QC0NT W z a X Q • 1L SMS @ tO 0 C 2 - 1/L . L_1/2 S S LAG SCREW p 2L- 0 C MAx w/ ) -3 /L PENETRATION IN CENTER OF STUOS . 12S OR 2" • L" %2$ AL TU OE OR 2 • 6 - P T W000 W/ 1 /L - m LAG SCREWS (!9 12 0 C ■/ 1 -1/2 EMBEDMENT FOR CONNECTION WITH STuO ANGLE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 PSF. WALL MOUNT SECTION (BOTTOM) 1 /L" MAX 1/L -20 MAC■� BOL 1 WINGNUT L:/ (a 5 -1/L 0 C. CR 12 -)/2 0 C USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPAC:NG'SEE TABLE 11 PANEL TO ANGLE DETAIL • L 1/L_20 MACHINE BOLT t WINGNUT p p 6 - /L O C OR 12 -1/2 0 C uSE STORM PANEL LENGTH CORRESPONOING TO STUOS SPACING (SEE TABLE II • • ••• • • • • •• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • • • •FS ••• � • • ;AA A Aran FROM. GLASS SCHEDULE (TABLE 2) GLASS OR 0008 OCONT - i - Exfs :lNc wcoo._. _ _I 9L:^1C:5'STfkt cTLIRE EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING X 1 /L -2C MACHINE BOLT 0 t WINGNUT ® Cm 6 -1 /1. 0 C. OP 12 - 0C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 71 E' rE DU 1 /1 1 =I S / / al/ EXISTING CONCRETE HOLLOw BLOCK 1J J ,J' / EDGE DIST/1 MOOD FRAMING OR- 1 Z-- FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPED' O B CEILING /INSIDE MOUNT SECTION SC.-__ _ , GLASS OR DOOR SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 [ REMOVABLE FASTENER 6 -1 /L 0.C. MAX. R SYSTEMS 1 OR 2 ANO p 12 -1/2" 0.C. MAX. FOR.S.STEM 1. BUT 00 NOT EXCEED - - -.. SCHEOULE SEE ANCHOR SCMEOULE REFERENCE.CONNECT)ON • TYPE: • . uSE 1/L -20 - STAINLESS - STEEL TRUSS MEAD BOLTS WITH -- -- KEYHOLE WASHER 0 ENGAGE BOL HERO IN NARROW PORTION OF KEYHOLE WASHER O WALL MOUNT SECTION (DIRECT MOUNT) " 1 SCALE 3" • r -D- . 1 /L MAX ALE W ITH WASHEREO WINGNUT 6 -121E 0 C MAx FOP SYS ' OR 2 ANO (m CEEO t2 -vY 0 C. MA F OR 515T B SCMEOU C Cx SCHEOULE SP 1,L ELCO M ACING SEf REFERENCE EONNECTION • TYP(1 • . EMBED IITYP )I EXISTING CONCRETE' / / HOLLOW BLOCK OR MOOD FRAMING I S GL ASS 0R 000R EXISTING CONCRETE HOLLOW BLOCK OR 5 •..ICCO FRAMING �01vI / O1p y i FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE'' FROM GLASS SCHEDULE (TABLE 21 NOTE : USE OF THIS DETAIL SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNEf TION • TYPE 1• 1/L -20 MACHINE BOL T 3. '.. iNGNUT 12" 0 0. (` I 3/9" TYP TY TOP 1 BOTTOM I�- rG DP 0 IEM -- % X 1/2- : /L MA . /L" FCP COMPONENT `�'NO 2 /L" (`R �'OMPONE.N T 0 -717 OR 1 • L . 125 - AL. TUBE (OPTIONAL) GLASS OR DOOR SEE MIN SEPARATION II II IP O u z F SOFFIT MOUNT DETAIL SCALE 3 • 1*-0" 0" • • u <I X ■ 20 MACHINE 30L T 12- WINGNUT �® dal 5 -1 /L" OC. OR 12-1/2" D C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 11 OPTIONAL LEG DIRECT:ON NOTE :USE OF THIS DETAIL IS LIMITED TO --72 PSF Ca) BUILD -OUT MOUNT SECTION SCALE 3" = 1 -0 -- THREE t/-L ,, as- './000 SCREWS w/-2 - MIN EMBEDMENT OR THREE w 000 BUSHINGS W/ 1" MIN EMBEDMENT (TYP AT EACH 1015 T. TRUSS OR RAFTER (� 2L O.C. MAX) 2 a W000 JOIST. TRUSS OR RAFTER •12 SMS BETWEEN TRUSSES (A 10 0 C MAX r 1 /L" MAX. z APPROVED AS COMPLYING WITH THE 4 a. SOUTH FLORIDA BUILDING CODE DAT . 2e0 BY Arii -L. PRODUCT CON A DIVISION BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE NO. �/ V acr12 IS LIMITED TO o72 PSF. 0 r1 I=7I of,• V.J. KNE2E 4 PROFESSION.)). (N EER FL Llce/1 No PE 0.1.983 1999 7/19/99 u•I• 1(0r•■•• o^ 1 AS NOTED; CI a••.qn oT 1r t n•tl..o 6 TI V JK I Or •...n; no. 99 -097 ( sneer 2 01 L. STORM PANEL SCHEDULE SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS CR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F° TRACK OR NC OVERLAP FASTENERS CR REINFORCING TUBE REQUIRED TOP & BOTTOM MOUNTS SHALL BE "F° TRACK OR NEGATIVE DESIGN LOAD (W) IP.S.F.) MOUNTS SHALL BE "F" TRACK OR 5T000E0 ANGLES WITH STUDS (D7 5 -1 /L" 0 C. CR DIRECT MOUNTS WITH ANCHORS @ 6 -1 /L" C.C. STUDDED ANGLES WITH STUDS (c. 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS (7G 5 -1/4" 0 C. STUDDED ANGLES WITH STUDS ( 12 -1/2" 0 C. CR DIRECT MOUNTS WITH ANCHORS Cc 12 -1/2" 0.0. MAX MAX A . _ -1:€ - NOT- •;•t- - _.,,_ - - iFT. - IN) • _ _- 7 - -. i_f N G T H .. - (F T - IN ) - - - ..-- - L T`r E NG• ,- _-- - (FT. - IN ) 30.0 11 -0 11 -0 - 8 - 8 400 11 -0 11 -0 8 - 8 50.0 10 -6 10 -5 8 -8 60.0 10- 1 10 -1 8 -8 70.0 9- 8 9 -; 8- 8 80.0 8 -7 9 -5 8 - 1 90.0 7- 8 9- 1 7- 2 100.0 6 -10 8 -9 6 -6 110.0 6- 3 8- L 5- 10 120.0 5 -9 7 -11 5 -5 130.0 5- 3 7- 8- S- 0 140.0 4 - 11 7- L L - 7 150.0 4 -7 7 - 1 L - 3 160.0 4- 3 5- i1 L- 0 170.0 L- 0 6- 8 3- 9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 3 -2 5 -5 2 -11 230.0 3 -0 5 -2 2 - 9 4111U111\ 1 EMBED ITYPI SEE MIN EPARATION FROM GLASS SCHEDULE )TABLE 2) 0 SEE MTN SEPARATION EXISTING CONCRETE HOLLOW BLOCK OR w000 FRAMING HOLLOW BLOCK OR '4000 FRAMING WIRE LATH MAY I II BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK n• /n • ,.... ALT. BUILD -OUT MOUNT SECTION SCALE : 3•' = 1• -0•• ALUM OR GALV STEEL SPACERS AS REO FASTENER. SEE ANCHOR SLaEDULE....iEE.EIlENCE -C 4ewE i 7iCN 7wf, - - '!f:! c . - • ' r Yiiiifiill•i�I�liiiiilB'` '� °: NI C1 ExISTING w000. CONC. OR ,OLLOw BLOCK STRUCTURE F ASTENER • SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • 1/L -20 MAC L NUT (B1 12 O C. C S• CONT. / (TYP TOP 3. ROTTOI+1 -AL T. LEG DIRECTION (TYP) SCALE : 3 • r -0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1 • -- 1/L -20 MACHINE BOLT 3. wINGNUT 9 [] (m 6 -1 /L O.C. OR 1 7 -1/2" 0 C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 2 V z a CL X 4 ALUM OR GALV STEEL SPACERS AS REO FASTENER. SCE ANCHOR SCHCOULE.REFERENCE CONN(CTION• TYPE 1• ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL EXISTING CONCRETE tr` T HOLLOW 9LOCx w000 F RAMING FASTENER. SEE ANCHOR CONECT SCN NECT IO 'TYPE REFERENCE N TYPE 1 •� WINE 8OLT Kd WIr � uI, A 5 EMBED SEE MIN SEPARATION FROM A- SS E 7X81 F' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • (XIS TING CONCRETE HOLLOW BLOCK OR W000 FRAMING SEE MIN. SEPARATION FROM 1/L -20 MACHINE OOLT L wINGNur v IT ABLE 21 LS 6 -1 /4. 0.C. OR 12 -1/2" 0.5. USE STORM PANEL - _ �tNS7St�`01Kf5PON0a+G -_ �P�i7UIIC�P.aC1NC�. -" GLASS SCHEDULE SCALE 3.. . 1._0.. SCALE 3.. • 1. - 0.. • • • • •• • • • ••• ALA .. • • • • •• •• • • • • • • • • . • • • • ••• • • • • • • • • • 1 /•- 20macminE•BOer• • • ••• L WINGNUr p 6 -1 /1.' O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING *0 STUDa SPAC�Jt4SE�'S.BLE 1L • • •• • • • • • • • • • fur • • • • • • • • • • �I # • • •• OI vl • 4 •,_•_,1_. •••zl•� • •, • •<f• • • 1 0 -• • •• ••• •• • • • • • • •• • •• • • • • • • •• {iQ y • • ••• •• E� 1 "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL �1/t_20 MACHINE BOLT t WINGNUTO9 p 6 -1 /L 0.C. OR 12 -I/2 0.5. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 0 IN 5/8 STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK 'I-F"tTRACKCONNE.CT3GN TD ANGLE MAY VARY O ALT. CORNER DETAIL K SCALE 3•• • r -0 • • • 0 T A B L E • 1 /L -20 S.S. BOLTS b WINGNUT3 • MIOPOINT OF PANEL sp AN OR Sr 0C. MAX. (TYP) r • 2 • .121 NIN CONT )•OS -•IL OR 6063.76 ALUMINUM ALLOY OR 11 GAGE GALV. S7((L ANGLE L 1/3..70 sru0 13 -1/2 INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2 ' 1• OPTIONAL HANDLE LOCATION 3 /B"a• HOLE FOR FASTENING PANEL 6 • 3" • 1/L' • 1• - 1 -l/2" ALUMNUM ANGLE 0 1-2/2 - • 1-1/2 - AL. STUD ANGLE o 3/L I -1/2 PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/L -20 BOLT PLACE PANEL OVER EACH ADJACENT PANEL ANO FASTEN WINGNUTS FROM THE INSIOE (MAY BE 1 OR 2 PANELS •10E1 Nestr- 1/L -20 STUD W/ NUT 1 /). POWERS CALK -IN W/ T /B MIN. (11850 IN [ONC. Cm 3" 0 C. OR 1 /1. POWERS STEEL DROP - IN W/ 1 MIN EMBED. IN CONCRETE Ca 3 0 C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. NOTE : USE OF THIS DETAIL IS UMITED TO =72 PSF ANO A MAX. PANEL LENGTH OF 11•-0'. STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE , 1 -v2- • 1--0^ APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT f "7„6/ 2/ ' z 6' BY !Vi i PRODUCT CO ' DIVIS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 0 N m 01.1- 312(L -112 IZ �i31s o'oI 1 n A1A mIm FL L■C PE 1 LJ I z . z' OS I 0 0 z Q �n �O I a 01 "I� I 01 CI I V.J. KNEZ PROFESSIU N• NE NO: 1 +983 999 ( ar!•n by i, M( a•••qn O t �{cn•c0•0 oYj V!K , Vfa Or am•n0 •.o. 99 -097 ANCHOR SCHEDULE FASTENER mAx7NiUm SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANA SPANS • •• EXISTING • STRUCTURE - l ANCHOR TYPE , 0 lt_ x ul Fw 0 n a u ) ° } MIN. 2" EDGE DISTANCE • • • MIN. 3" EDGE NCE; : SPANS UP TO -6 (SEE NOTE 1) SPANS UP TO 8 -7" (SEE NOTE 1) SPANS UP T05PANS ii' -0" (SEE NOTE 1) UP TO 5' -5" (SEE NOTE 1) SPAN ?b* TOPSPAAS 8' -7•• (SEE NOTE 1) - • 1 UP TO 11"-0" (SEENOTE 1) CONNECTION TYPE t _ 2 3 CONNECTION TYPE 1 2 3 CONNECTIONICONNEC TYPE 1 2 3 TYPE 1 2 1 IONZONNEC'IQN 3 1 1 TYPE 1.4. 2 •_ • • 3 • • C%- lE(. • Ti'PE • • • • ro 1 1 2 - • • • 3 I .J; I MIN. 3,000 P.S.I. CONCRETE f 11 - 91-d 1251 25 12�i} 12 12.51 -1 111 _ L -L.8-: -;254 1 2 3 2 Z ( ` m R 1 i 1 l i { 1 3 T A 62 12.5 12.51 10 12.51 5 6.25 12.51 3 1 S 12.5112.512.5 i 7 10 12.51 L 1 9 1/ 1."(o ITW TAPCON W/ 72 12.5 101 9 12.51 L 5 12 1 3 1 4 12.5112.5112.5 1251 5 1 9 12.51 3 1 7 1 -1/2" MIN. EMBEDMENT 92 12.5 6 -251 7 12 1 3 L 7 rI 3 12.51 7 1 31 12.51 3 1 7 12 I/ � 5 2 30 8 /1 3 8 r// 3 3 ��/ 3 10 V/1 L 10 1/A L to / L L 8 X 12.5 1251 11 ?Si 1 . S 7 12 13 1 5 125112.5112.5 12.516.251 3 12 5+ L 16.25 A* 52 1 /L_m ELCO 12.5 10 1 3 12 ' 3 5 3 r, L 125 10 10 12 1 3 16.25 / 9 /VA 5 MALE/ FEMALE - PANELHATE w/ 72 1-1/4 MIN. 12 S I 7 1 7 10 VA L 8 x i 3 1 2 . 5 1 7 18 10 1 3 1 5 8' / L EMBEDMENT WITH 1/4_20 MACHINE 92 SCREW 12.S L. 1 5 8 II j, ( !// 3 6.251/ 2.51 L 16.25 8 r�/1 L ,a/ 6.250 3 OR wINGNUT 230 5 ��'Y /it/ // ��jj ' rii% : ✓� - V : //, 5 ✓ /, - 1//' �y s �j X/ `/ s re/ / 12.5112.5112.5 12.5112.5 10 12.51 8 1 8 12.5112.5112.5 12.5112.5112.5 12.5110112.5 , ryI 48 6.2 12 5112 5112 5 12.51 7 3 12.51 5 16 25 12.5112.512.5 12.5 9 112.5 12.515.25 10 1 /4-m POWERS CALK -IN 72 w/ 7/8- EMBEDMENT 12.511251 11 12.51 6 7 1251 L 1 5 12 5.1t2.5112.5 12.5 7 1 11 12.51 9 L 1/L -20 STAINLESS 92 STEEL MACHINE SCREW 12 51 8 1 9 12.51 = 1 5 12.51 3 1 L. 12.51 10 112.5 12.51 5 1 3 12.51 3 7 230 11 //1 3 1 1 r/ 3 11 ( A 3 12.51 3 1 5 12 51 3 1 5 12.51 3 6 n L 2516 6 25625152562516 ?51625625 L 62562516 I,,..// I 256256. 256.2516.256.2 1 L I � 1 6.25 � 625162516256251 L 1625625V/1 5 625162516256251 L 16.25625" 6 j 62 -- w� ?><t•FERS - __ ._ ' ' � . 6-= 6- 25j � . _ _5 6 S5 1 2E 5 ?: ?5 5. EW ff igni ` ' . • _�, �•��ufIG i y l// / 5 I � // • ✓ /r// 5 11 A - 3 6 ;1/21' 3 - o / 3 -. -. - - - '"' -' ., : 2'55" Y U 0 J m Ili t- CC U Z O U 0 J - O = 1.8 125 125 7 9 1 3 1 4 7 ( 3 12 5112.51 10 11 •L 16.25 9 1 S 11111111M 1111111111 62 11 10 6 25 4 5 VA 3 5 ` ' //K, 12 51 9 1 8 9' L 6 25 /- 3 5 1 j / / 12 1 5 1 7 7 ` 1 5 7 v �/1 L IWO L 72 1 / W/ 1 -1 //LL- - MIN IN EMBEDMHE3EDH ENT 92 7 3 //1 r / 3 5 ' /� � j / 9 1 3 1 5 5 j 3 / 7 3 ,+// L 1 / L / (/ 3 WIPP/ ,,,r/ 230 1�1aC 4.8 125 125 11 12.51 6 7 12 3 12.5 125 125 125 625 8 12.51 c 625 ,k ' 62 12.5 10 8 12 1 3 5 9 v A L 12.5 10 10 12 3 625 9 �� 5 1/L-m ELCO MALE/ 72 FEMALE - PANELMATE w/ 12 5 7 7 io 'f / L Br 3 12 5 7 9 10 3 5 8 L 1 -1 MIN. EMBEDMENT 92 WITH 1 /C -20 MACHINE 12 5 5 4 / 6 8 5 r A 3 !Ere r e/ 5 f e2 12.5 � / 5 c 6.250' • ' S / � �� L `I/trrd ' S ' 3 /, SCREW OR WINGNUT 230 12.5 12.5 9 12.5! 5 6 10 3 L 12.5 12.5 12.5 2.56.25 9 12.514. 7 �k 4.8 62 125 9 7 10 3 V/ L 8 VAO 3 125 11 11 2 5 4. 7 10V 5 1 / 4. m POWERS CALK -IN 72 W/ 7/8- 12 5 6 6 25� �� �� 12 5 7 9 11 3 6 mom EMBEDMENT a 1 /4+20 STAINLESS 92 STEEL 11 L 3 5 7 r 3 5 r 125 1. 7 8 t om/ L 7 3 MACHINE SCREW 230 /// L /F / L 1 r - 5 3 5 , re/, , 3 S 4 / 3 4. 8 625625525625 L 625625V, • 5 625625625625 5 62562 3 6 1 a 625625• i WI EN EN 6256 251625 3 c 62 1 /4.'m POWERS 62 2:A1'1AC 625 5 . . 625 5 625 ' ff 1. 3 NAIL -IN W/ 1 -1/8 MIN, 72 EMBEDMENT 6 25 3 5 3 r r 6 25 3 6 25 6 25 c EN 230 r r e or / I fASTENEIR - ANCHOR SCHEDULE DESIGN LOADS AND SPANS MA),MUM Sr ACING (INCHES) REQUIRED FOR VARIOUS • .• • • ] : .• JNLLS�3 • • • • • • • ••• •ANCHOR TYpE • • • • •• LOAD (W) ?SF MAX. (SEE NOTE 1) MIN. 3/4' EDGE DIS SPANS UP ID 5 -5" (SEE NOTE 1 SPANS UP TO 8 - -7" (SEE NOTE 1) SPANS UP TO 11' -0 " (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 112 I I l_?.13 C) OOM - _ - - -_ 5 L8 -1' 11 ' 1 • '9 « • 11 . :11 ... 1 - : g- S_ 62 11 111 8 111 7 1 511 5 1 1 /I. w000 LAG w/ 1_3/4" MIN THREAD P LE L ION OR O H SEAR ERP TO W000 GRAIN 72 11 11 1 7 11 1 5 1 4 11 1 L. 1 3 92 11 9 6 11 1 4. 1 3 11 1 3 I/ / 230 11 V // 11 ��� 11 1 / 3 (.8 6.25 6.2516.25 6.251 • 1 5 6.251 3 1 4 -or �j� 4.1 S 62 6.2516.2516.25 6.25�� . 6.251. 3 5/16 "m 0.0. BRASS w000 BUSHING W/ 1/4-20 SIDEWALK BOLT (3/4•'O HEAD) w/ MIN. EMBEDMENT 72 6.25 5 16 25 6 25'1 L 5 1 // / 1 3 92 6.25 3 1 1 L 6 3 L/ /i 230 4 .� /' V� V/ I / " VM IF-<,7iJW N1 MIN. SEPARAT LO.N_FR_OM -_ -__ - __ .___ __- _ , ___ .._. _ = POSITIVE DESIGN LOAD (W) (P.S.F.1 MAX. PANEL LENGTH (FT. - IN.) - Mt SE 0.RA 7 iO_N F.OR - IN.S I �LLATION5 .....- GREATER THAN 30 ABOVE GRADE (IN ) _ _...1 1K:,.. _-_. _ ZT4 ia:N :t7i•SrAt .113i oAas., :.. .,--: -'..._- r34 . 3r an ;_G aor`_ (IN.) SYSTEMS 13.2 SYSTEM 3 MIOSPAN TUBE MIDSPAN BOLTS NO MIDSPAN BOLTS CR TUBE REQUIRED ALL CONDITIONS 40.0 5- 7 2 -1/1. 2 -3/8 3 -1/2 1 -1/8 8- 5 2 -1 /L 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 3 -1/2 1 -3 /L 11 - 0 3 3 N/ A 2 -7/8 50. 5- 7 I 2 -1 /1... 2 -3/8 3 -1/2 1-1/L. 8- 5 2 -1 /L 2 -3/9 3 -1/2 1 -7/8 8- 8 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N/ A 3 60.0 5- 7 2 -1 /4 2 -3/8 3 -1/2 1 -1 /L 8- 5 2 -v4. 2 -3/8 3 -1/2 2 8- 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N / A 3 70.0 5- 7 2 -1 /L 2 -3/8 3 -1/2 1 - 1 /L 8- 5 2 -1/1. 2 -3/8 3 -1/2 2 -1/8 8- 8 3 3 3 -1/2 2 -1/4 9- 9 3 3 N/ A 3 • 01 /04 /00 1 ?- 5'' • - • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • •. • N / A ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANC EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN OR EQUAL T O NEGATIVE DESIGN LOAD ON SHUTTER ANC SEL SPAN GREATER THAN CR EQUAL TO SHUTTER SPAN 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW ELOCK CR w0CD FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE CF EXISTING STRUCTURE ANO APPROPRIATE T•iabLI TiON DETAILS._F R_ 1QE!�TtxsTy4►d OF�t�Nt?EC.TtOfy_ TYPE. - L- µ ANCHOR SNALL IN ACCORDANCE WITH MANUFACTURERS' RECCL^MENOATIONS. 5 MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. WHERE EXISTING STRUCTURE IS W000 FRAMING. W000 FRAMING CONDITIONS VARY FIELD VERIFY THAT FASTENERS ARE INTO ADECUATE W000 PIECE FRAMS. ING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUO FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4. (MIN.) WOOL STUD. 3 /L" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. w000 STUD SHALL BE "SOuTHERN PINE" G =0.55 CR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD CR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. CR WAFER HEAD (SIDEWALK BOLT). U.O.N DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCE ?TABLE USES. 9 DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10 - A - DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED W INGINU T . APPROVED AS COMPLYING WITH DK SOUTH FUR= BUILDING CODE DAT • 2 }a o BY ,� 1. PRODUCT CON dr IL DIV!S:ON BUILDING CODE COMPLIAtICE OFFIC3 ACEPW:CE no. 7'' -01 L✓ lO1- . ammtiommitime i V.J. KNEZEVIC H PROFESSIONAL MGI / IF " NO 3 P 0004 1041• o 4S n0 7/19/99j [Prawn 0y 1 •C (0•••9n o• ) "' CP. 0,1 SIIPE Or • -•n9 no I 99 -097 sneer L 01 1. I