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P I y <br /> PLY GEM WINDOWS 471214812 SINGLE-HUNG (NON-IMPACT) T <br /> 433 N.MAiN ST.,PO BOX <br /> NOTES: ROCKY MOUNT.VA 24151 <br /> 1. THIS INSTALLATIO.WHAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE SIZE CHART PH:540-404-6348 <br /> FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS OVERALL SIZE Fk 540-484-6683 <br /> DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER PRODUCT MAX. DESIGN <br /> STRUCTURES 00 NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. PRODUCT —;WH7 HEIGHT RATING PRESSURE o: C; C; <br /> 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE <br /> OF APPROVED IMPACT PROTECTIVE DEVICES(SHUTTERS). 4712FL 48' 83.93" H-LC50 +50f-60 PSF <br /> 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED 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-RSO +50/-60 PSF <br /> 4712F <br /> BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 48' 83.93' H-LC50 +50/-60 PSF z z <br /> z 0 <br /> 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR 2 P: <br /> MASONRY OPENINGS WITH WOOD SUCKS LESS THAN 1-1/2' THICK, EMBEDMENT SHALL BE 4812F 48' 84' H-LC50 +50/-60 PSF ti 2: <br /> BEYOND WOOD SUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD SUCKS WITH 48, 96' H-LC30 +30t-30 PSF <br /> MASONRY ARE OPTIONAL. Uj <br /> 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL =2 <br /> 0 <br /> w< Z <br /> BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS �d T 2 -J <br /> TABLE OF CONTENTS >- t Q <br /> TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL <br /> BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION(AHJ). SHEET SHEET DESCRIPTION <br /> Uj <br /> 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED Lucas <br /> I GENERAL&INSTALLATION NOTES LL <br /> BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, Tumer <br /> 2 ELEVATIONS&ANCHOR LAYOUTS <br /> BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH 2019-05-21 <br /> 3 4712FL VERTICAL 8 HORIZONTAL SECTIONS 16:57+19:0 r z <br /> INSTALLATION. 4 4-712F VERTICAL&HORIZONTAL SECTIONS 0 <br /> 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND <br /> FRAME. MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD-BEARING AND CAPABLE OF .0 <br /> 1 5 14812F VERTICAL,HORIZONTAL SECTIONS a GLAZING DETAILS <br /> TRANSFERRING LOADS TO THE SUBSTRATE. TABLE 1:INSTALLATION FASTENERS TABLE <br /> 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF 0 xAOREw <br /> IDTSUBSTRATE TYPE ANCHOR TYPE MIN.EMBED. MIN.EDGE <br /> THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 DISTANCE <br /> AND IS NOT ADDRESSED BY THIS DOCUMENT. FIN INSTALLATION <br /> N. 58201 tA <br /> 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. A ZX MIN.SOUTHERN PINE WOOD 8D COMMON NAIL(0.131'MIN.) 2-1/21 3/8' A <br /> (G=0.55) OR 0.131*MIN.ROOFING NAIL <br /> :a <br /> 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF 2X MIN.SPRUCE-PINE-FIR WOOD Z�0% STATE OF *.4U <br /> B (G=0.55) #8 WOOD SCREW 1-5/8' .318" .-Aw <br /> PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. I v­'+- <br /> 16 GAUGE(0.060")STEEL 36 KSI MIN.1#10-16 SELF-DRILLING SCREW FULL,PLUS 3 ll"A'%4.0 R.%0* N <br /> ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO C HELD OR-1/8'ALUM.6063-TB MIN. I(TEKSiDRIL-FLEX/KWIK-FLEX) THREADS MIN. 3/8" <br /> PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. FRAME INSTALLATION <br /> 11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS D CONCRETE(Z KSI MIN.) 3/16'ITW TAPCON 1-118* <br /> 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED HOLLOW OR GROUT-FILLED CMU 5/21/2019 <br /> E (117 PCF MIN.) 3/16"ITW TAPCON 21 LUCAS A, TURNER, P. <br /> TESTING LABORATORIES 110-13259-1, 110-13262-1, 110-13264-1 8. 110-13431-1. FL PE # 58201 <br /> 13. DESIGNATION "X" IS FOR OPERABLE PANEL AND '0' IS FOR FIXED PANEL. F 2X MIN.SOUTHERN PINE WOOD 3/16"ITW TAPCON 1-5/8, 7/8* TURNER ENGINEERING <br /> (G=0.55) CONSULTING. INC. <br /> 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I -SEALANT G 2X MIN.SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8, 718* (COA# 29779) <br /> SPECIFICATIONS FOR'USE WITH ARCHITECTURAL FENESTRATION PRODUCTS, (G=0.55) 2428 OLD NATCHEZ TF <br /> GAUGE(l,?11')ITEE.L!l IM:"IN.I#IEKSl'DSR'LF-DRI L"'SCREW STRAIL,.CA?ADEN. 1 38 <br /> L.0 1/ ALUM.6 Tr I THREADS LLMIN. <br /> PH 941-380-157- <br /> 15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED I' YIEL 16 D R ) N. (T L_FLE)L�1KftlSFL i.) <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- PGW02( <br /> RK SHALL COMPLY WITH PREVAILING MIN.HEAD OR WASHER DIAMETER. <br /> FL 14039 ALL WO SHEET: <br /> OF <br /> R Em V 11"m qvmvP <br /> NATIONAL ELECTRIC CODE, CITY OF ZEPH. 1019 <br /> YR <br /> AND THE CITY OF ZEPHYRHILLS <br /> ORDINANCES PLAN EXAMINM� <br />