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V --1 11 1 1 p1' i 11 if,, ll __ STRUCTURAL LUMBER INTERI❑R LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32' EXP 1 OR 7/16' STRUCTURAL 1, U.N.O. ALL PLYWOOD USED FOR INTERIOR APPLICATI❑NS SUCH AS SUB FLO❑RING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.D. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERI❑R APPLICATION. WOOD IN ,CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 'DESIGN SPECIFICATI❑N FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES' BY THE ANSI/TPI 1-2007 BCSI UNTREATED W❑❑t SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PR❑VIDED AT BEARING L❑CATI❑NS WITHOUT WOODEN TOP PLATES, ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8' STUCCO FINISH PER ASTM C, 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST 2 LAYERS 3/8' THICK EACH. 3RD LAYER 1/8' THICK INSTALLATI❑N OF EXTERI❑R LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703,7 FASTENERS AND TIE DOWNS 1 FASTENERS AND TIE DOWNS SHALL C❑NSIST OF BUT ARE NOT LIMITED TO 1 SHAPES, ANGLES, CHANNELS 1 ASTM A36/36M 05 F = 36 Ksi ROUND METAL PIPE I ASTM A53, GRADE B Fy = 35y Ks! SQUARE METAL TUBING I ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS I ASTM A325 MACHINE BOLTS 1 GALVANIZED ASTM A307 SHEET METAL ACCESSORIES SHALL CONFORM TO I Fy = 33KsiWITH G90 GALVANIZED C❑ATING IN ACCORDANCE WITH ASTM A525-87, NAILS SHALL C❑NSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131', 10d = 0.148', 12d = 0,148', 16d = 0.162. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERI❑R APPLICATION ARE TO RECEIVE AN ANTI-C❑RROSIVE C❑ATING BY MANUFACTURER PRIOR TO INSTALLATION. ALL FASTENERS AND TIE DOWNS ARE TO PR❑VIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM, ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATI❑NS, CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRI❑R TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U,N,O, ALTERNATES TO -J' BOLTS ARE NOTED ON PLANS. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRRIOR TO OR WHILE PLACING GROUT, NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD FASTENING SHOULD BE TYPE 'W' 114' DRYWALL SCREWS AT 12' ❑,C, FOR CEILINGS AND 1 DRYWALL SCREWS AT 12' O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBA❑RD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATI❑N) SHALL BE 6' O.C. AT EACH SUPPORT, MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE �-, THIS SHALL APPLY T❑ B❑TH CEILING AND WALL INSTALLATION, DRYWALL SHIMS SHALLE USED ONLY WHERE NECESSARY, OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITH❑UT ADDITI❑NAL TAPING OR CAULKING, DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. EXTERIOR COVERING R703,7 EXTERI❑R PLASTER INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND THE PR❑VISIONS OF THE CODE, R703,7.1 LATH LATH AND LATH ATTACHMENTS SHALL BE OF CORRISI❑N-RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2-INCH-LONG (38mm), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 mm) HEAD, OR 7/8-INCH LONG (22.2 mm), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 mm), OR AS ❑THERWISE APPROVED R703,7.2 PLASTER PLASTERING WITH P❑RTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD, OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTI❑N R317.1 OR GYPSUM BACKING, IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER ❑R OTHER FACING MATERIAL OR IS COMPLETELY C❑NCELAED, PLASTER APPLICATION NEED BE ONLY TWO COATS , PR❑VIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702,1(1) R703,7,2.1 WEEP SCREEDS A MINIMUM 0,019-INCH (0,5 mm) (N❑. 26 GALVANIZED SHEET GAGE), C❑RRISI❑N-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES (89 mm) SHALL BE PR❑VIDED AT OR BELOW THE F❑UNDATI❑N PLATE LINE ON EXTERI❑R STUD WALLS IN ACCORDANCE WITH ASTM C926, THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 mm) ABOVE THE EARTH OR 2 INCHES (51 mm) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, R703.73 WATER-RESISTANT BARRIERS WATER-RESISTANT BARRIERS SHALL BE INSTALLED AS REQUIRED IN SEDCTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER, THE INDIVIDUAL LAYERS SHALL BE INSTALLED (INSTALLED IN ACCORDANCE WITH SECTION R703,4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTLY BETWEEN THE LAYERS, EXCEPTI❑N1 WHERE THE WATER-RESISTANT BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPERATED FROM THE STUCCO BY AN INTERVENING, SUBSTANTIALLY N❑NWATER-ABS❑RBING LAYER OR DESIGNED DRAINAGE SPACE, R703.7.4 APPLICATION EACH COAT SHALL BE KEPT IN A MOIST CONDITI❑N FOR AT LEAST 48 HOURS PRIOR TO APPLICATION OF THE NEXT COAT. EXCEPTI❑N1 APPLICATIONS INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTI❑N 8 TO SECTION X1.4.2 OF THE APPENDIX. R703,7,5 CURING THE FINISH COAT FOR TWO -COAT CEMENT PLASTER NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE FIRST COAT, FOR THREE -COAT CEMENT PLASTER, THE SECOND COAT SHALL NOT BE APPLIED SOONER THAN 48 HOURS AFTER APPLICATI❑N OF THE FIRST C❑AT, THE FINISH COAT FOR THREE COAT CEMENT PLASTER SHALL NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE SECOND COAT, EXCEPTION: APPLICATI❑N INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTI❑N 8 TO SECTI❑N X1.4.2 OF THE APPENDIX. TABLE R302,6 DWELLING -GARAGE SEPARATI❑N SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS EQUIVALENT APPLIED TOGTHEUGARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NNRDE❑R EQBIVA�EN�NCH TYPE X GYPSUM STRUCTURE(S) SUPPORTING FL❑❑R/CEILING ASSEMBLIES NOT LESS THAN 1/2-INCH GYPSUM BOARD USED FOR SEPERATI❑N REQUIRED BY THIS SECTION OR EQUIVALENT GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR UNIT ON SAME LOT EQUIVALE'!T APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA FLASHING SHALL COMPLY WITH R903.2 UNDERLAYMENT SHALL COMPLY WITH SECTION R90511 VALLEYS SHALL COMPLY WITH R905.2,8.2 DRIP EDGE SHALL COMPLY WITH R905.2.8.2 PER FLORIDA BUILDING CODE 2020, 7th EDITI❑N PROPER ATTACHMENT OF SOFFITS PANELS TO RESIST WIND LOADS, IN ACCORDANCE WITH R704.2.1/R702.2.2 PER FLORIDA BUILDING CODE 2020, 7th EDITI❑N ASPHALT ROOF SHINGLES ARE CLASSIFIED IN ACCORDANCE WITH IN ACCORDANCEAWITH OR R90ASTM 2 6.1D FBC 7thSS F EDITION (2020) - RESIDENTIAL, ❑PTI❑NAL1 LEAD BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT VENT STACK SEE PLUMBING FOR SIZE AND L❑CATI❑NS FLEXIBLE BOOT FLASHING WITH INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE AT BASE ----,- INSTALL SHINGLES OVER FLANGE AT HEAD SHINGLE R❑❑FING OVER 15# FELT OVER 7/ 16' OR 15/32' CDX PLYWOOD N❑TES1 1, INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTI❑NS 2, APPLY R❑❑FING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY ROOF PENETRATION FLASHING DETAIL MyKIM01u M:�1i i= UNDERLAPP VENT HOD 2020 FBC RESIDENTIAL SECTI❑N R703,4 FLASHING APPROVED C❑RRISI❑N RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHI❑N IN A MANNER TO PREVENT ENTRY OF WATER INT❑ THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS, SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATI❑N PRODUCTS SHALL BE SEALED AT THE JUNCTI❑N WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSI❑N AND C❑NTRACTION, ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT, FLUID APPLIED MEMBRANES USED AS FLASHING IN EXTERI❑R WALLS SHALL COMPLY WITH AAMA 714, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERI❑R WALL FINISH, APPROVED C❑RR❑SI❑N RESISTANT FLASHINGS SHALL BE INSTALLED AT THE F❑LL❑WING LOCATI❑NS. 1, EXTERI❑R WINDOW AND DOOR OPENINGS, FLASHING AT EXTERIOR WINDOW AND DOOR ❑PENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER C❑MPLYING WITH SECTI❑N 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712, FLASHING AT EXTERI❑R WIND❑W AND DOOR ❑PENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE F❑LL❑WING. 1.1 THE FENESTRATI❑N MANUFACTURERS INSTALLATI❑N AND FLASHING INSTRUCTIONS OR THE APPLICATI❑NS NOT ADDRESSED IN THE FENESTRATI❑N MANUFACTURERS INSTRUCTI❑NS IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS, WHERE FLASHING INSTRUCTI❑NS OR DETAILS ARE NOT PR❑VIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR ❑PENINGS PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE ❑PENINGS USING PAN FLASHING SHALL BE INC❑RPORATE FLASHING OR PR❑TECTION AT THE HEAD AND SIDES MORE OF THE FOLL❑WING. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PR❑FESSI❑NAL 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS 1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300 OR FMA/AAMA/WDMA 400 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY C❑NSTRUCTI❑N WITH FRAME OR STUCCO WALLS WITH PR❑JECTING LIPS ON BOTH SIDES UNDER STUCCO C❑PINGS 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL C❑PINGS AND SILLS 4. CONTINU❑USLY ABOVE ALL PROJECTING WOOD TRIM 5, WHERE EXTERI❑R PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME C❑NSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS 7. AT BUILT-IN GUTTERS .,,,,-1— , — . - -T T"-•'ISTING WALLS IGINAL WALL THIRD CURSE) EXISTING I TKITE-I EXTERIOR WINDO W FILL IN FLf 50 ► a1i _uLI. I\ ROOF VENTS (OFF RIDGE) DETAIL -';IS I iNG LINTEL STANDARD VALLEY FLASHING ROOF UNDERLAYMENT UNDERLAPMENT TO LAP OVER VALLEY METAL A MINIMUM OF 2' :UT TOP CORNER OF UNDERLAYMENT TO NSURE PROPER DIVERSION OF WATER INT❑ FHE METAL VALLEY VALLEY FLASHING (EXTEND ENTIRE WIDTH OF VALLEY METAL BEYOND ROOF EDGE VALLEY UNDERLA YMENT do FLASHING DETAIL HIP & RIDGE CUT FROM METRIC THREE TAB SHINGLES PREVAILING 5I ---\ WIND DIRECTION `-5 5/8" FAST DIS ANCJ STANDARD MANSARD OR NORMAL WIND AREAS HIGH WIND AREAS 0 0 5" EXPOSURE NEW ADDITI❑N WALLS TIED TO EXISTING WALLS WITH #5 REBAR IMBEDDED 8' INT❑ ❑RIGINAL WALL AND 12' INT❑ NEW BLOCK WALL (EVERY THIRD COURSE) EXTERIOR DOOR FILL IN I hereloy certif y that I have reviewed this plan and found it to loe in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W. Smith, P.E. #53608 ��`Q•.:NGENSe •• ��i SHINGLE NAILING NOTES: ALL NAILS MUST PENETRATE AT LEAST 3/4" INTO THE WOOD ROOF DECK. NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN IN "HIGH WIND AREAS") ROOF —TO —WALL FLASHING NOTES: 4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL, RUBBER VALLEY FLASHING OR 12" WIDE - 26 GAUGE GALVANIZED METAL WITH SHINGLES OVER THE TOP. MATERIAL SPECIFICATIONS: UNDERLAYMENT SHALL CONFORM TO ASTM D226, TYPE I OR ASTM 4869, TYPE I. ENING FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH FBC R905.2.8 ASPHALT SHINGLES SHALL COMPLY TO ASTM D225 OR ASTM D3462. VALLEY LINER • UNDERLAYMENT ROOF SHINGLE 8c FLASHING INSTALLATION SPEC'S NOT TO SCALE REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308,4) IR308,3 HUMAN PS DESI NE D I❑N DSSIINDIVIDUAL T I N R30$L4 GSHAALLD AREAS AS ASTHI EC TEST REQUIREMENTS❑ OF INHAZARDOUS A16D❑CFR,LPART101201 CRITERIA THOSE CATEG❑RY I ❑R CATEGORY II AS INDICATED IN TABLE R308.3,1 EXCEEPITIIOENSSi ED E IN N TH FIRE ESIgT 2, L ❑UVEREDWWIND❑WS AND AL�USIES SHL D❑��PANYD WTTHE SECTION R3pg zNT LOCATIONS SALL COMPANY WITH ANSI Z97,1-14 R308.4 HAZARDOUS LOCATIONS, THE ❑NSIDERED gpE I HqZ THE 1F[&L&p NGIN HSWINGING D❑❑RS EXCEPT CJALSUSIESRD❑US L❑CATIONS FOR THE PURPOSE OF GLAZINGi 2, GLAZING IN FIXED AND SLIDING PANELS ❑F SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASEMBLIES 3. GLAZING IN STORM DOORS 4. GLAZING IN ALL UNFRAMED SWINGING DOORS 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLP❑❑LS, SAUNAS, STEAM ROOMS, BATHROOMS, AND SHOWERS GLAZING IN ANY PART OF A BUILDING WALL ENCLOSURE THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN 24-INCH ARC OF THE DOOR IN A CLOSED P❑SITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE L❑CATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE F❑LL❑WING C❑NDITI❑NS, 71 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 7.2 BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR 7.3 TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES H❑RTIZ❑NTALLY OF THE GLAZING 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTUAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR OR OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EGDE OF THE GLAZING IS LESS THANK 50 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES HORTIZ❑NALLY OF THE WATER'S EDGE, THIS SHALL BE APPLY TO SINGLE GLAZING AND ALL PANELS IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES H❑RTIZ❑NALLY OF A WALKING SURFACE WHEN THE EXP❑SSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES H❑RTIZ❑NALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTI❑N WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD. EXCEPTI❑N, THE F❑LLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS 1. ❑PENINGS IN DOORS THROUGH WHICH A 3-INCH SPHERE IS UNABLE TO PASS, 2. DECORATIVE GLASS IN ITEMS 1.6 OR 7, 3. GLAZING IN SECTION R308,4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R308.4.2. ITEM 3, IN WALLS PERPENDICULAR R❑ THE PLANE OF THE DOOR IN A CLOSED POSITI❑N OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTI❑N R308.4, ITEM 2. 5. GLAZING IN SECTION R308,43, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDES) OF THE GLAZSING 36 INCHES ± 2 INCHES ABOVE THE FLOOR. THE BAR DHALL BE CAPABLE OF WITHSTANDING A HORIZ❑NTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITH❑UT C❑NTACTING THE GLASS AND BE A MINIMUM OF 1-112 INCHES 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND ❑THE MULTIPLE GLAZED PANELS IN SECTION R308,4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER H❑RTIZ❑NAL (WITHIN 45 DEGREES OF H❑RTIZ❑NTAL SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WIND❑WS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTI❑N R308,2 8. MIRR❑RS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINU❑US BACKING SUPPORT, 9. SAFETY GLAZING IN SECTI❑N R308,4 IS NOT REQUIRED WHERE, 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISI❑NS OF SECTI❑N 1014 OF THE FLORIDA BUILDING CODE, BUILDING AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES FROM THE RAILING.