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760 REDFIN DR ACC22-0022 FL20743_R1_II_FPA-82000_1SERIES 82000 HORIZONTAL_ SLIDING WINDOW, NON-IMPACT TABLE 1. DESIGN PRESSURE RATINGS GLASS 1/8"-1/8" I.G. ANNEALED MINIMUM 5/32"ANNEALED MINIMUM DESIGN PRESSURE RATING +30/-30 PSF +20/-20 PSF IMPACT RATING NONE NONE 0 LIU I S =2 LU > 0 4" MAX. FROM CORNER, TYP. 0 0 I E I 0 LU I X< 0 r-- GENERAL NOTES 1. THIS PRODUCT, FABRICATED AND ANCHORED AS DETAILED IN THIS DRAWING, IS NON-IMPACT RESISTANT AND REQUIRES THE USE OF IMPACT PROTECTIVE DEVICES (SHUTTERS) IN WINDBORNE DEBRIS REGIONS. 2. THIS PRODUCT HAS BEEN TESTED TO AAMA/WDMA/CSA 101/1.S.2/A440-08/11, AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 5TH EDITION (2014), NOT INCLUDING THE HIGH VELOCITY HURRICANE ZONE. PRODUCTS SHALL BE CONSTRUCTED AS INDICATED IN INTERTEK/ATI REPORTS F5086.01-109-44-RO AND F9644.01-109-44-RO; FOR DETAILS NOT SHOWN IN THIS DRAWING SEE REPORTS. 3. ALLOWABLE CONFIGURATIONS: X0 (OPERABLE/FIXED) OR OX (FIXED/OPERABLE) 4. THE DESIGN PRESSURE RATINGS AS SHOWN IN TABLE 1, THIS SHEET, ARE AS LIMITED BY ASTM E-1300 04 GLASS TABLES, AND TESTED WATER AND STRUCTURAL PRESSURES.OTHER GLASS, ANNEALED OR TEMPERED OF GREATER OR EQUAL THICKNESS TO THOSE NOTED IN TABLE 1, WHICH MEETS ASTM E 1300 REQUIREMENTS FOR EACH PROJECT, MAY BE USED. 5. THE 4/3 ALLOWABLE STRESS INCREASE FACTOR (SHORT-TERM INCREASE FACTOR) HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE INTO WOOD SUBSTRATE. 6. INSTALLATION OF WOOD BUCKS TO THE SUBSTRATE TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (A.H.J.). BUCKING, OPENINGS, & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE.ADEQUACY OF THE STRUCTURE TO RECEIVE THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR A. H.J. 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER 20 TO PREVENT GALVANIC REACTIONS.WOOD BUCKS, IF USED, SHALL BE PRESSURE TREATED, WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER WINDOW MATERIALS. 8. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, OR AS APPROVED, SIGNED, AND SEALED BY A FLORIDA-REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC BASIS. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS AND IS NOT ADDRESSED BY THIS DOCUMENT. 0 0 0 . 0 0 3 2 iii 27 11/16" MAX. SASH D.L.0. WIDTH 0 0 63" MAX. OVERALL WIDTI I . 0 0 . ill 4 0 2 -3 0 EXTERIOR ELEVATION 0 tE CD LIJ I LIJ X L- X 00 0 0 28 5/16" MAX. FIXED D.L.0. WIDTH 1 2 . 0 0 SILL ANCHOR SPACING SAME AS HEAD 0 0 14" MAX. 0. C. TYP. 5 2 6 LU 1- -0 1 SHEET 1 2 3 4 IL <Z 48 TABLE OF CONTENTS DESCRIPnON ELEVAnON, GEN. NOTES SECnON DETAILS ANCHORAGE DETAILS, NOTES B.O.M., JOINERY, PART DRAWINGS INSTALLATION FASTENER LOCATION, TYP., SEE SHEET 3 Lucas A. Turner 2016-06-17 11 : 18-04:00 AB'0*ORE M,·'44> v:Ic c EN $2'.44.4;..p:2 -4 No 58201 % 13 E*E 1* E*. -O 1 ./r=se-·. STATE op .:GE''0.. .+EL' *0'* ORk 0'' 311- 6/17/2016 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 Z E 0 - 0 9 < (f) 01CK I 5 0001-Z 10- D 3 00 CE I - ED 0 0 * 4ZO_00 © M) LLI I 0 0 (/) 0-G) 0 LL r v LU DRAWN BY: DATE: SCALE: -1 »00Z 0000N Z N 2 =00 0 r n OD I v LLIZ- > = LuZ -26003 LAT 6/15/16 REVISION: REVISION: NTS DRAWING # FPA-82000 SHEET DESCRIPTION NOTES, ELEVATION SHEET 1 of 4 By Toni Gindlesperger at 9:33 am, Apr 27, 2022By Mike Jones at 3:55 pm, May 04, 2022 TYP. I.G. --- -AIR GAP 5 rGLAZING CD1/8" ANN. --# -1/8" ANN. @DETAILKGLASS MIN.GLASS MIN. El /- SILICONE 10]-L -7, TYPICAL VERTICAL SECTION </ 11 *L-L_-1/ 11 INBJ 0-3- 4 ls---' -r'0714«L-j Ifu f-L 0 4 2 TYPICAL HORIZONTAL SECTION CD - 5/32" ANN. m GLASS MIN. 9--/- SILICONE G«, «f t 6 TYPICAL SINGLE GLAZING DETAIL L 5 2 'ill,/4OREW :ptbNo 58201 % 13 5 : : SE*E :*=*.S 13::t=E St %- STATE OF *'WiSO'* A .4/4'%-'9':.< O R i 05Y't-:445*lia).lixa*''."'a"I",tlb Ze 6/17/2016 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 Z E 0 - 0 « C (f) 01CK I 5 0001-Z 10- D 3 00 CE I - ED 0 0 * 4ZO_00 © M) LLI I 0 0 (/) 0-G) 0 LL r v LU DRAWN BY: DATE: SCALE: -1 »00Z 0000N Z N 2 =00 0 r n OD I v LLIZ- > = LuZ -26003 LAT 6/15/16 REVISION: REVISION: NTS DRAWING # FPA-82000 SHEET DESCRIPTION SECTION DETAI LS SHEET 2 of 4 1-1/2" MIN. EMBED. BUILDING SHEATHING AND WRAP -- BY OTHERS SEALANT BEHIND FIN BY INSTALLER, --FULL PERIMETER GENERAL ANCHOR NOTES: 1. INSTALL ONE ANCHOR AS SHOWN ABOVE AT EACH LOCATION SHOWN IN THE ELEVATION ON SHEET 1 FOR PRODUCT PERIMETER. 2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16" OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE. 3. SHIMS SHALL BE LOAD-BEARING (PLASTIC OR METALLIC) AND CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE. 4. SPECIFIED ANCHOR EMBEDMENT TO WOOD SUBSTRATE SHALL BE BEYOND SHEATHING, WALL FINISH OR STUCCO. 5. THE INSTALLATION DETAIL SHOWN IS ALSO APPLICABLE FOR INSTALLATION TO WOOD BUCKS INSTALLED OVER CONCRETE/MASONRY, WITH ATTACHMENT OF 2X TO CONCRETE/MASONRY BY OTHERS. r fL JJ- . SPRUC/PINE/FIR MIN. WOOD SUBSTRATE BY OTHERS [L SEALANT BY INSTALLER, FULL PERIMETER INSTALLATION FASTENER, #8 PAN HEAD WOOD SCREW, SEE LOCATIONS SHEET 1 TYPICAL INSTALLATION HEAD, SILL, AND JAMB 1 *.t 32 ZE L_1 5 16 n ACO LU = CD\n r- LU 'oe T.% 5, "444 mb.*' C E IV 8'•*"68.. il.'. 0 :29:: No 58201 519 $ .E*::*E*Et:5< 5 s 1 2 STATE OF i 4/2-0.. .41-5.4..k «GN,KE@*s' 'r* 6/17/2016 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 Z E 0 - 0 « C (f) 01CK I 5 0001-Z 10- D 3 00 CE I - ED 0 0 * 4ZO_00 © M) LLI I 0 0 (/) 0-G) 0 LL r v LU DRAWN BY: DATE: SCALE: -1 »00Z 0000N Z N 2 =00 0 r n OD I v LLIZ- > = LuZ -26003 LAT 6/15/16 REVISION: REVISION: NTS DRAWING # FPA-82000 SHEET DESCRIPTION INSTALLATION DETAI LS SHEET 3 of 4 ITEM NO. 1 2 3 4 5 6 7 R0 00 0 08 4 82000 SERIES WINDOW BILL OF MATERIALS DWG. NO. HMST82-01 HMST82-03 HMST82-05 HMST82-06 HMST82-07 HMST130-1 OB H M ST 130-10A --- 1.280" [32.50]--- 3lf INTERLOCK HMST82-06 Or 0 NAME MAIN FRAME SASH LOCKED SASH INTERLOCK TRACK IG GLASS BEAD SINGLE GLASS BEAD MATERIAL 1 lIU PVC PVC PVC PVC PVC PVC PVC 3.228" [82.00] . r- 0- 0 1 MAIN FRAMEHMST82-01 r--7 Or 0 DESCRIP. EXTRUSION EXTRUSION EXTRUSION EXTRUSION EXTRUSION EXTRUSION EXTRUSION TRACK5HMST82-07 r-1& ic) *1002 H.A'- 1.346" [34.20] <-1 . rm Or 0 1.161"1.161" -[29.50] --1- [29.50] 1 7 r-7-- - .r M Z-. - S- SASH2HMST82-03 2 CO If) * rt-1 0 4-1 --f-0.067" [1,711 IG GLASS BEAD6H M ST130-1 OB 0.6 0 LOCKED SASH3HMST82-05 1.004"[25.50] | r-1 il 10 1 0 L= Ir, 0 0 SINGLE GLASS BEAD7H M ST{30-1 OA 1 1--1 40 »'NOREM,lb..5 <,6.6.4.14..Ie..14- 4 2 No 58201*.31 5 :..:*Eas i Fir S%%:.. STATE OF /efb* o Ri 05'31/'>'<f/0 MIC et'f 6/17/2016 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 Z E 0 - 0 « C (f) 01CK I 5 0001-Z 10- D 3 00 CE I - ED 0 0 * 4ZO_00 © M) LLI I 0 0 (/) 0-G) 0 LL r v LU DRAWN BY: DATE: SCALE: -1 »00Z 0000N Z N 2 =00 0 r n OD I v LLIZ- > = LuZ -26003 LAT 6/15/16 REVISION: REVISION: NTS DRAWING # FPA-82000 SHEET DESCRIPTION BOM, PART DWGS, CORNER SHEET 4 of 4