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PLY GEM WINDOWS4712/4812 SINGLE-HUNG (NON-IMPACT) Ply WINDOWSGem <br /> 433 N.MAIN ST.,PO BOX 559, <br /> NOTES: ROCKY MOUNT,VA 24151 <br /> 1. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE SIZE CHART PH:540-484-63" <br /> FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS OVERALL SIZE FX:540-1.84-6.683 <br /> DETERMINED By ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER PRODUCT MAX. DESIGN <br /> PRODUCT WIDTH HEIGHT RATING PRESSURE tu <br /> 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE <br /> STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. <br /> OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 48' 83.93" H-LC50 +50/-60 PSF <br /> 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED 4712FL 53' 72' H-R50 +50/-60 PSF <br /> IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO <br /> SUBSTRATE TYPE. A MINIMUM CENTER-TO-CENTER SPACING OF 3" SHALL BE MAINTAINED 53" 72" H-R50 +50/-60 PSF <br /> - <br /> BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4712E 48' 83.93* H-LC50 +50/-60 PSF Z Z Z <br /> '3;o P - <br /> 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL 13E BEYOND WALL DRESSING OR STUCCO. FOR Z. Q p: <br /> o <br /> MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-112" THICK, EMBEDMENT SHALL BE�0_ 4812F 48" 84" H-LC50 +50/-60 PSF <br /> BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH 0 M ti Co <br /> -4 0 48' 96' H-LC30 +30/-30 PSF LU t: <br /> MASONRY ARE OPTIONAL. Co 0 <br /> n 70 <br /> 8 <br /> WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, *P7- r-r__ —0- - <br /> 5. ERS, SHALL rn*P- W <br /> BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS C)0 in 0 U) <br /> E <br /> z . <br /> TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL TO — rl_70 m TABLE OF CONTENTS <br /> x Z 0 <br /> Z <br /> BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). o r . SHEET SHEET DESCRIPTIONo <br /> 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED t- Lucas <br /> o I GENERAL&INSTALLATION NOTES <br /> BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, 2 ELEVATIONS IN ANCHOR LAYOUTS Tumer <br /> fn Nf. 201�9_05-21 <br /> BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH <br /> V 0 0 3 4712FL VERTICAL&HORIZONTAL SECTIONS 16:57+19:0 z <br /> INSTALLATION. 0 <br /> 4 4712F VERTICAL IS HORIZONTAL SECTIONS 0 W <br /> 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND 6) 4812E VERTICAL,HORIZONTAL SECTIONS GLAZING DETAILS z <br /> V 0 5 <br /> FRAME. MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD-BEARING AND CAPABLE OF 41011' <br /> - 1-- 0 <br /> TRANSFERRING LOADS TO THE SUBSTRATE. TAB STALLATION FASTENERS TABLE "Itiftilf", <br /> 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF o' AorEw gyp <br /> ANCHOR TYPE MIN.EMBED. MIN EDGE . ....... <br /> ID ATE TYPE -6 <br /> THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 <br /> AND IS NOT ADDRESSED BY THIS DOCUMENT. FIN INSTALLATION Na 53231 <br /> AB STAL ATE <br /> 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. A 2x Mt OU THERN PINE WOOD BID COMMON NAIL(0.13 MIN.) <br /> (G <br /> 4 - <br /> 0 <br /> (G 0.5 OR 0.131'MIN,ROOFING I NAIL 2-1/2' 3/8* j*= <br /> 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE 0;o I, <br /> 2X MIN SPRUCE-PINE-FIR WOOD r.. Cr *cu FF <br /> M B #8 WOOD SCREW 1-5/8" 3/8, 4t, <br /> PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICAL (G=0.5 <br /> ?— 1 4 0 R I <br /> :1�5 16 GAUGUR0.0601 STEEL 36 KSI MIN.1#10-16 SELF-DRILLING SCREW FULL,PLUS 3 <br /> ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED in CIYIELD OR 1/8'ALUM.6063-T5 MIN. I(TEKS/DRIL-FLEX/KWIK-FLEX) THREADS MIN. 3/8' /C, <br /> It"NAL <br /> PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 0 FRAME INSTALLATION <br /> 11. A WIND LOAD DURATION FACTOR CID = 1.6 WAS USED FOR THE ANALYSIS OF WOOD ER <br /> ONLY. N 0 . CONCRETE(2 KSI MIN.) 3116'ITW TAPCON I-I/2* 1-1/8* <br /> 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL.CERNI HOLLOW OR GROUT-FILLED CMU 1. 5/21/2019 <br /> E (117 PCF MIN.) 3/16'ITW TAPCON 2- LUCAS A. TURNER, P.E. <br /> TESTING LABORATORIES 110-13259-1, 110-13262-1. 110-13264-1 a 110-13431-L Z2x MIN.SOUTHERN PINE WOOD FL PE # 58201 <br /> F (G=0.55) 3/16'ITW TAPCON 1-3/8* 718' TURNER ENGINEERING & <br /> 13. DESIGNATION 'X' IS FOR OPERABLE PANEL AND "0' IS FOR FIXED PANEL. rn CONSULTING, INC. <br /> 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALAW G 2X MIN.SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8* 7/8* (COA # 29779) <br /> SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. (G=0.55) 2428 OLD NATCHEZ TRACE <br /> 15. USE A BACKER ROD ON ALL JOINTS>3/4'DEEP AND/OR WIDER THAN 1/4*. FINIS _ H 16 GAUGE(0.060*)STEEL 36 KM;MIN- *IE16 SELF-DRILLING SCREWI FULL PLUS 112' TRAIL. CAMDEN.TN 383 20 <br /> V_ YIELD OR 1/8'.ALUM.6063-TN TKS/DRIL-FLEX/KWIK-FLEX) THREADS MIN. PH. 941-380-1574 <br /> CAULK JOINT SHOULD BE A MINIMUM OF 3/8" DEEP. NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD.TRUSS,PAN,OR HEX WASHER HEAD,0.42" DWG#: <br /> MIN.HEAD OR WASHER DIAMETER FOR FIN ANCHORS,0.355-MIN.HEAD OR WASHER DIAMETER <br /> FOR FRAME ANCHORS. ALL NAILS SHALL HAVE FULL ROUND HEAD(OR USE CAPS/WASHERS),0,42- PGW029 <br /> FL 14039 C= MIN.HEAD OR WASHER DIAMETER. SHEET: <br /> I OF 5 <br />