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I 1_
<br />THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
<br />DRAWINGS OF ALL OTHER DISCIPLINES AND THE SPECIFICATIONS. THE
<br />CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO
<br />SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES, AND OTHER ITEMS TO
<br />BE PLACED OR SET IN THE STRUCTURAL WORK.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY
<br />PRECAUTIONS AND OSHA REGULATIONS DURING WORK. THE ENGINEER WILL NOT
<br />ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS.
<br />THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO
<br />NOT INDICATE THE METHODS OR MEANS OF CONSTRUCTION. THE CONTRACTOR
<br />SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND
<br />HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND
<br />CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY,
<br />ADEQUACY, AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY
<br />SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
<br />THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES
<br />AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION
<br />OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
<br />DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE
<br />CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF
<br />CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ENGINEER.
<br />LOADING APPLIES TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION
<br />SHALL NOT EXCEED THE SAFE LOAD- CARRYING CAPACITY OF THE STRUCTURE
<br />MEMBERS. THE LIVE LOADING USED IN THE DESIGN OF THIS STRUCTURE ARE
<br />INDICATED IN THE "DESIGN CRITERIA NOTES". DO NOT APPLY ANY CONSTRUCTION
<br />LOADS UNTIL THE STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER
<br />AND UNTIL ALL TEMPORARY BRACING IS IN PLACE
<br />G/C. BUILDER TO SUBMIT SHOP DRAWINGS, IN NO CASE SHALL REPRODUCTION
<br />OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. AS A MINIMUM,
<br />SUBMIT THE FOLLOWING FOR REVIEW:
<br />A. CONCRETE MIX DESIGNS INCLUDING MASONRY GROUT.
<br />B. MASONRY CONSTRUCTION MATERIAL CERTIFICATES.
<br />C. MATERIAL TEST REPORTS FOR MASONRY UNIT STRENGTH fm.
<br />D. REINFORCING STEEL SHOP DRAWINGS.
<br />E. STRUCTURAL STEEL SHOP DRAWINGS
<br />F. POST -TENSIONED SLAB -ON -GRADE SYSTEM SHOP DRAWINGS. (*)
<br />G. PRE -CAST HOLLOW CORE SLABS. (*)
<br />H. PRE-ENGINEERED WOOD TRUSS SYSTEM. (* SEE NOTES)
<br />ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS AND CALCULATIONS SIGNED AND
<br />SEALED BY A FLORIDA REGISTERED ENGINEER.
<br />8. CONTRACTOR TO MAKE PROVISIONS OF WINDOW PROTECTION AGAINST FLYING
<br />DEBRIS. METHOD TO BE APPROVED BY INSPECTOR AT C.O. INSPECTION.
<br />9. SIGNED & SEALED FOR STRUCTURAL PORTION OF DRAWING ONLY
<br />10. PLANS IN ACCORDANCE WITH FBC-2020 7TH EDITION FOR WIND LOADS &
<br />PRESSURES AS NOTED IN DESIGN CRITERIA.
<br />1. STAPLES NOT PERMITTED
<br />2. DRYWALL NAILS SHALL CONFORM TO ASTM C 514.
<br />3. SIDING APPLIED TO 5/8" NET WOOD SHTG,15/32" WOOD STRUCTURAL PANEL OR 10 PARTICLEBOARD SHT
<br />4. CORROSION RESISTANT NAILS SPACED 8" O.C. AT EDGES 818' O.C. AT INTERMEDIATE SUPPORTS.
<br />NAILS SHALL HAVE A MIN EDGE DISTANCE OF 3/8"
<br />5. SIDING APPLIED TO STUDS SPACED 18.O.C. MAX.
<br />6. SIDING APPLIED DIRECTLY TO STUDS SPACE 24" O.C. MAX.
<br />7. USE ANNULAR OR SPIRAL THREAD NAILS FOR COMBINATION SUBFLOOR UNDERLAYMENT (SINGLE FLOOR)
<br />8. NAIL MUST BE OF SUFFICIENT LENGTH TO ACCOMMODATE THICKNESS OF SIDING AND SHTG. IF USED,
<br />AND ALLOW MIN. STUD PENETRATION OF 11120
<br />9. FOR V WOOD STRUCTURAL PANELS,12" O.C. INTERMEDIATE NAILING SHALL BE PERMITTED.
<br />TABLE R302.6 DWELLING -GARAGE SEPARATION
<br />WOOD CONSTRUCTION, CONNECTIONS AND NAILING REQUIREMENTS SHALL CONFORM TO
<br />THE 2020 FLORIDA BUILDING CODE. REFERENCE FASTENING SCHEDULE TABLE.
<br />ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUM
<br />MOISTURE CONTENT.
<br />ALL LOAD BEARING WALL FRAMING SHALL BE NO.2 GRADE SOUTHERN PINE or SPF or P.T.
<br />ALL JOIST AND RAFTER FRAMING SHALL BE NO.2 GRADE, SOUTHERN PINE OR HEM -FIR.
<br />ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE
<br />SHALL BE PRESSURE -TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS
<br />ASSOCIATION SPECIFICATIONS.
<br />BOLT HEADS SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16"
<br />LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT
<br />BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS.
<br />PREFABRICATED "MICRO -LAM" LUMBER HEADERS AND BEAMS SHALL AS MANUFACTURED
<br />BY "TRUSS JOIST MacMILLIAN CORP." BOISE, IDAHO OR APPROVED EQUAL.
<br />DO NOT CUT OR NOTCH MICRO -LAM MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL.
<br />8. PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND
<br />OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG TIE COMPANY",
<br />OR EQUAL. INSTALL ALL ACCESSORIES AS PER THE MANUFACTURES REQUIREMENTS. ALL
<br />STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, GRADE A) AND
<br />BE GALVANIZED (COATING G60).
<br />►� �13����1'uM:I�
<br />INTERIOR LOAD BEARING WALLS SPF #2
<br />ALL EXTERIOR FRAMING SPF #2
<br />ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
<br />ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER
<br />ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
<br />SHEATHING 15/32' EXP 1 OR 7/16' STRUCTURAL 1, U.N.O.
<br />ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
<br />SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
<br />IF ❑SB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
<br />GREATER SECTION PROPERTIES.
<br />ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN
<br />CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
<br />DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
<br />SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />ANSI/TPI 1-2007 BCSI
<br />UNTREATED W❑❑b SHALL NOT BE IN DIRECT CONTACT WITH C❑NCRETE, SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING L❑CATIONS WITHOUT WOODEN TOP PLATES,
<br />ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8' STUCCO FINISH PER
<br />ASTM C, 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' OVER METAL LATH, FIRST
<br />2 LAYERS 3/8' THICK EACH, 3RD LAYER 1/8' THICK
<br />INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
<br />PER FLORIDA CODE R703.7
<br />FASTENERS AND TIE DOWNS
<br />FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS ; ASTM A36/36M 05 F = 36 Ks!
<br />ROUND METAL PIPE : ASTM A53, GRADE B Fy, = 35y Ks!
<br />SQUARE METAL TUBING ASTM A500, GRADE B Fy = 46Ksi
<br />HIGH STRENGTH BOLTS ASTM A325
<br />MACHINE BOLTS : GALVANIZED ASTM A307
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsiWITH G90
<br />GALVANIZED C❑ATING IN ACCORDANCE WITH ASTM A525-87.
<br />NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS : 8d = 0.131', 10d = 0.148', 12d = 0.148', 16d = 0.162
<br />ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE C❑ATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />ALL FASTENER TIE DOWNS, BEAM HANGERS, J❑IST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
<br />SPECIFICATIONS.
<br />CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DESIGN PLANS, U.N,D, ALTERNATES TO "J' BOLTS ARE NOTED ON PLANS.
<br />CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
<br />NOTE:
<br />GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
<br />FASTENING SHOULD BE TYPE "W' 11/4" DRYWALL SCREWS AT 12" D.C. FOR CEILINGS AND 1
<br />DRYWALL SCREWS AT 12" D.C. FOR WALLS, ALL ENDS AND EDGES OF WALLBA❑RD SHALL
<br />OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS
<br />(EDGES IN VERTICAL APPLICATION) SHALL BE 6' D.C. AT EACH SUPPORT, MINIMUM SCREW /
<br />NAIL DISTANCE FROM EDGE SHALL BE ' THIS SHALL APPLY TO BOTH CEILING AND WALL
<br />INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, OPENINGS
<br />CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
<br />ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITH❑UT ADDITIONAL TAPING
<br />OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING,
<br />NOTE:
<br />ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
<br />AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
<br />MASONRY INSTALLATION - WINDOWS
<br />BUCKSTRIPS SHOULD BE PLACED AND SET IN A BEAD OF SEALANT. SEAL THE EXTERIOR JOINT BETWEEN THE MASONRY AND THE
<br />BUCKSTRIP. ALL GAPS ARE TO BE SEALED. BUCKSTRIPS WILL RUN THE ENTIRE LENGTH OF THE WINDOW OPENING. IF THE SILL IS
<br />PRE -CAST, A BUCKSTRIP IS NOT REQUIRED. BUCKSTRIPS ARE TO BE MADE OF PRESSURE TREATED SPRUCE, YELLOW PINE, OR
<br />COMPARABLE LUMBER. UNDER FLORIDA BUILDING CODE, A BEVEL OR TAPER LOCATED ON THE BUCK IS PERMITTED IF THE WINDOW
<br />FRAME IS COMPLETELY SUPPORTED AT BOTH THE INTERIOR AND EXTERIOR BY THE BUCKSTRIP.
<br />3/4" THICK WOOD BUCKSTRIPS :
<br />FASTENERS FOR INSTALLATION WILL BE MASONRY SCREWS (MINIMUM 3/16" X 2 3/4"), INSTALLED THROUGH THE BUCKSTRIP AND
<br />WINDOW INTO THE MASONRY. WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (MINIMUM 1 1/4") IS
<br />MAINTAINED IN THE MASONRY. FASTENERS WILL BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" O.C.
<br />THEREAFTER IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD MEASURE
<br />NO LESS THAN 3/4" X 2 1/8".
<br />1 1/2" THICK (OR GREATER) WOOD BUCKSTRIPS (NOT SHOWN) :
<br />WINDOW FASTENERS FOR INSTALLATION SHOULD BE A MINIMUM #10 X 1 1/2" WOOD SCREWS, INSTALLED INTO THE BUCKSTRIP
<br />THROUGH THE WINDOW. WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (OF MINIMUM 1 1/4") IS
<br />MAINTAINED IN THE BUCKSTRIP. FASTENERS SHOULD BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18"
<br />O.C. IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD BE NO LESS THAN
<br />1 1/2' X 2 1 /8". TO MAINTAIN A 1 1 /4" EMBEDMENT, BUCKSTRIPS SHOULD BE INSTALLED USING MINIMUM 3/16" X 2 3/4"
<br />MASONRY SCREWS AND BE 18" O.C. THEREAFTER.
<br />FRAME INSTALLATION - WINDOWS
<br />INSTALLATION FASTENERS FOR WINDOWS ARE TO BE A 1 1/2" (MINIMUM), 4D NAILS OR #6 X 1 1/2" DRYWALL SCREW, WITH AN
<br />EMBEDMENT OF 1 1/2" (MINIMUM). FASTENERS SHOULD BE LOCATED AT A MAXIMUM OF 4" FROM EACH CORNER AND 18" O.C.
<br />THEREAFTER FOR SCREWS AND 9" O.C. FOR NAILS. IT IS RECOMMENDED FOR ALL SCREWS AND/OR NAILS TO BE SEALED,
<br />PREVENTING INTRODUCTION OF WATER AND AIR. PRODUCT MAY BE SHIMMED AS NECESSARY.
<br />ATTACH WINDOW AND DOOR FRAMES TO BLOCK WALL
<br />WITH TAPC❑N SCREWS SPACED AT WINDOE/DOOR
<br />MANUFACTURERS SPEC'S (TAPCONS MUST PENETRATE
<br />THROUGH BUCKSTRIPS AND INTO BLOCK 1-1/4' MIN.)
<br />4' P,T, BUCKSTRIP
<br />TACHED TO BLOCK
<br />TH 0.097' X 1-3/8'
<br />NAILS SPACED AT
<br />D.C. MAXIMUM
<br />'ONRY BLOCK
<br />NOTE, WINDOWS AND DOORS MUST BE INSTALLED SUCH
<br />THAT THE MINIMUM GAP BETWEEN THE FRAM AND
<br />BUCKSTRIPS IS 1/2'.L IF THICKER BUCKSTRIP MATERIAL
<br />IS NEEDED RIP IT FROM 1-1/2' MATERIAL AND ATTACH
<br />TO BLOCK WITH 3/16' TAPC❑NS AT 8' ❑,C. (TAPCON MUST
<br />PENETRATE BLOCK 1-1/4' MINIMUM)
<br />WINDOW BUCKSTRIP DETAIL DOOR BUCKSTRIP DETAIL
<br />NOT TO SCALE NOT TO SCALE
<br />2020 FBC RESIDENTIAL SECTION R703,4 FLASHING
<br />APPROVED C❑RRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY
<br />OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS.
<br />SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION
<br />PRODUCTS SHALL BE SEALED AT THE JUNCTION WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA
<br />800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION. ASTM
<br />C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT, FLUID APPLIED
<br />MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714, THE FLASHING SHALL EXTEND
<br />TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED C❑RR❑SI❑N RESISTANT FLASHINGS SHALL BE INSTALLED AT
<br />THE FOLLOWING L❑CATIONS.
<br />1, EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
<br />TO THE SURFACE OF THE EXTERIOR WALLd FINISH OR TO THE WATER RESISTANT BARRIER C❑MPLYING WITH SECTION
<br />703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA
<br />712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR
<br />MORE OF THE FOLLOWING.
<br />1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS
<br />NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE
<br />FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT
<br />PA❑NVFLLASSHING SHALL IBE SHALL BE
<br />SLOPED IINASUCHEASMAN � R AST TOI❑DIRECTD WATERD TO❑� DOOR
<br />SURFACE
<br />OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE
<br />OPENINGS USING PAN FLASHING SHALL BE INCORP❑RATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
<br />MORE OF THE FOLL❑WING,
<br />1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PR❑FESSI❑NAL
<br />1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS
<br />1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300
<br />OR FMA/AAMA/WDMA 400
<br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH
<br />PROJECTING LIPS ON BOTH SIDES UNDER STUCCO C❑PINGS
<br />3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL C❑PINGS AND SILLS
<br />4, CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM
<br />5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION
<br />6. AT WALL AND ROOF INTERSECTIONS
<br />7. AT BUILT-IN GUTTERS
<br />EXTERIOR COVERING R703
<br />R703,7 EXTERIOR PLASTER
<br />INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND THE
<br />PROVISIONS OF THE CODE,
<br />R703.7.1 LATH
<br />LATH AND LATH ATTACHMENTS SHALL BE OF CORRISION-RESISTANT MATERIALS, EXPANDED METAL OR WOVEN
<br />WIRE LATH SHALL BE ATTACHED WITH 1-1/2-INCH-LONG (38mm), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 mm)
<br />HEAD, OR 7/8-INCH LONG (22.2 mm), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 mm), OR
<br />AS OTHERWISE APPROVED
<br />R703.72 PLASTER
<br />PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER
<br />METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY,
<br />CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD, OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION
<br />R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER
<br />FACING MATERIAL OR IS COMPLETELY CONCELAED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PR❑VIDED
<br />THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1)
<br />R7033.21 WEEP SCREEDS
<br />A MINIMUM 0.019-INCH (0.5 mm) (NO. 26 GALVANIZED SHEET GAGE), CORRISION-RESISTANT WEEP SCREED OR
<br />PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES (89 mm) SHALL BE
<br />PR❑VIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM
<br />C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 mm) ABOVE THE EARTH OR 2
<br />INCHES (51 mm) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN
<br />TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE,
<br />THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED,
<br />R703.7.3 WATER-RESISTANT BARRIERS
<br />WATER-RESISTANT BARRIERS SHALL BE INSTALLED AS REQUIRED IN SEDCTION R703,2 AND, WHERE APPLIED OVER
<br />WOOD -BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE
<br />AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER, THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />(INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS
<br />DIRECTLY BETWEEN THE LAYERS.
<br />EXCEPTION: WHERE THE WATER-RESISTANT BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A
<br />WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPERATED
<br />FROM THE STUCCO BY AN INTERVENING, SUBSTANTIALLY NONWATER-ABSORBING LAYER OR DESIGNED DRAINAGE
<br />SPACE.
<br />R703.7.4 APPLICATION
<br />EACH COAT SHALL BE KEPT IN A M❑IST CONDITION FOR AT LEAST 48 HOURS PRIOR TO APPLICATION OF THE
<br />NEXT COAT.
<br />EXCEPTION: APPLICATIONS INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM
<br />C926 SECTION 8 TO SECTION X1.4.2 OF THE APPENDIX.
<br />R703.7,5 CURING
<br />THE FINISH COAT FOR TWO -COAT CEMENT PLASTER NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER
<br />APPLICATION OF THE FIRST COAT. FOR THREE -COAT CEMENT PLASTER, THE SECOND COAT SHALL NOT BE
<br />APPLIED SOONER THAN 48 HOURS AFTER APPLICATION OF THE FIRST COAT, THE FINISH COAT FOR THREE COAT
<br />CEMENT PLASTER SHALL NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE SECOND COAT.
<br />EXCEPTION: APPLICATION INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM
<br />C926 SECTION 8 TO SECTION X1A,2 OF THE APPENDIX,
<br />STUCCO FINISH PER ASTM 926-C
<br />7/8" THICK - 3 LAYERS (3/8" SCRATCH COAT, 3/8"
<br />BROWN COAT, 1/8" FINISH COAT) OVER METAL
<br />LATH FASTENED @ 6" O.C. VERT. INTO
<br />FRAMING MEMBERS & 2 LAYERS MOISTURE
<br />BARRIER.
<br />PROVIDE WEED SCREED @ BOTTOM OF
<br />FLANGE SET BELOW TOP OF FOUNDATION AND
<br />PLATE LINE.
<br />SEPARATION
<br />MATERIAL
<br />FROM THE RESIDENCE AND ATTICS
<br />NOT LESS THAN 1/2-INCH GYPSUM BOARD OR
<br />EQUIVALENT THE GARAGE SIDE
<br />FROM HABITABLE ROOMS ABOVE THE GARAGE
<br />THAPPLIED NV
<br />D8IRDEUR ERBIVACENT CH TYPE X GYPSUM
<br />USEDCFORESEPERATIONTREQUIRED BY THIS ASSEMBLIES
<br />NOT
<br />TEQUIVALENTN 1/2-INCH GYPSUM BOARD
<br />GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING
<br />NOT LESS THAN 1/2-INCH GYPSUM BOARD OR
<br />UNIT ON SAME LOT
<br />EQUIVALENT APPLIED TO THE INTERIOR SIDE
<br />IF EXTERIOR WALLS THAT ARE WITHIN THIS AREA
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS L❑CATIONS
<br />(RE: FBRC R308,4)
<br />IRND08,A THEEDMAANS IMPACT EDLI❑NDSS�CTID�INVIRD3UOAJ.4GSHAALELD AREASlTIHECTESIT REQUIREMENTS❑ OFNCPSCA 6 ❑CFR,LPARTI❑1201 SUCH AS
<br />CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308,3.1
<br />1E1��XCpELPTIOENDSi ED �� g E I �R q ❑THE FIRE IS /�
<br />2, L❑UEREDWWINDOWSA AND JALOUSIES SHALL ❑C❑MPANY WITH SECTION R308.2NT LOCATIONS SALL COMPANY WITH ANSI Z97.1-14
<br />R308.4 HAZARDOUS LOCATIONS.
<br />p SI E IC H Z
<br />THE 1F GLAZINGGIN SWINGING N DIR�D PT (JAL❑USIESRD❑US L❑CATIONS FOR THE PURPOSE OF GLAZING
<br />2, GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
<br />ASEMBLIES
<br />3. GLAZING IN STORM DOORS
<br />4, GLAZING IN ALL UNFRAMED SWINGING DOORS
<br />5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHROOMS, AND SHOWERS
<br />GLAZING IN ANY PART OF A BUILDING WALL ENCLOSURE THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
<br />GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE
<br />6, GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
<br />WITHIN 24-INCH ARC OF THE DOOR IN A CLOSED P❑SITI❑N AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
<br />ABOVE THE FLOOR OR WALKING SURFACE
<br />7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE L❑CATIONS DESCRIBED IN ITEMS 5 AND 6
<br />ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
<br />7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET,
<br />7.2 BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR
<br />7.3 TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR
<br />7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES H❑RTIZONTALLY OF THE GLAZING
<br />8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTUAL
<br />BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS,
<br />9. GLAZING IN WALLS AND FENCES ENCLOSING IND❑❑R OR OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
<br />BOTTOM EGDE OF THE GLAZING IS LESS THANK 50 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
<br />H❑RTIZ❑NALLY OF THE WATER'S EDGE. THIS SHALL BE APPLY TO SINGLE GLAZING AND ALL PANELS IN MULTIPLE GLAZING.
<br />10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES HORTIZONALLY OF A WALKING
<br />SURFACE WHEN THE EXPOSSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE
<br />ADJACENT WALKING SURFACE,
<br />11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES H❑RTIZ❑NALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
<br />ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD,
<br />EXCEPTION, THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
<br />1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH SPHERE IS UNABLE TO PASS,
<br />2. DECORATIVE GLASS IN ITEMS 1,6 OR 7.
<br />3. GLAZING IN SECTION R308.4. ITEM 6. WHEN THERE IS AN INTERVENING WALL ❑R OTHER PERMANENT BARRIER BETWEEN THE
<br />DOOR AND THE GLAZING.
<br />4. GLAZING IN SECTION R308,4,2, ITEM 3, IN WALLS PERPENDICULAR RO THE PLANE OF THE DOOR IN A CLOSED P❑SITI❑N OR
<br />WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH, GLAZING IN
<br />THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2,
<br />5. GLAZING IN SECTION R308,43, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZSING 36
<br />INCHES ± 2 INCHES ABOVE THE FLOOR, THE BAR DHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS
<br />PER LINEAR FOOT WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1-1/2 INCHES
<br />6. OUTBOARD PANES IN INSULATING GLASS UNITS AND ❑THE MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
<br />THE BOTTOM EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORTIZ❑NAL
<br />(WITHIN 45 DEGREES OF HORTIZ❑NTAL SURFACE ADJACENT TO THE GLASS EXTERIOR.
<br />7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308,2
<br />8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT,
<br />9. SAFETY GLAZING IN SECTION R308.4 IS NOT REQUIRED WHERE,
<br />9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS,
<br />C❑MPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING AND
<br />9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES FROM THE RAILING,
<br />D.W.SMITH,M.S.,P.E.#53608
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525
<br />PHONE: ( CELL) 813-469-2289 E-MAIL: dwsf[pe@eo.rthtink.net
<br />BOWMAN PATRICIA
<br />4616 WISTERIA DR
<br />ZEPHYRHILLS, FLORIDA
<br />N OTES
<br />SHEET OF
<br />I hereby certif y that I have reviewed this plan and f ound it to be in
<br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition
<br />David W, Smith, RE, #53608
<br />RICK COLLHARDT - DRAFTSMAN
<br />PHONE:(CELU 813-781-3651 E-MAIL: rgollhardt@tarp
<br />SCALE DATE
<br />DO NOT SCALE 1 JUN 2023
<br />DESIGN/DRAWN CHECKED
<br />. rn core R. GOLLHARDT D.W.S.PE
<br />3OF4
<br />JOB NO.
<br />2023-0514
<br />
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