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GENERAL STRIICTIIRAL NOTES'
<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 AN
<br />HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AN
<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 CONSTRUCTIO
<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 FL
<br />DEBRIS. METHOD TO BE APPROVED BY INSPECTOR AT C.O. INSPECTION.
<br />19. 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 />SLAP ON GRADE NOTES_
<br />PROVIDE CONCRETE SLABS OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR
<br />BARRIER, PROPERLY LAPPED AND TAPED.
<br />WALKWAYS AND OTHER EXTERIOR SLABS ARE NOT INDICATED ON THE
<br />STRUCTURAL DRAWINGS. SEE THE SITE PLAN AND ARCHITECTURAL DRAWINGS
<br />FOR LOCATIONS, DIMENSIONS, ELEVATIONS, JOINTING DETAILS AND FINISH
<br />DETAILS. PROVIDE 4" WALKS REINFORCED WITH 6X6 - WI.4XWI .4WWF UNLESS
<br />OTHERWISE NOTED.
<br />ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301,
<br />"SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". GUIDE FOR
<br />CONCRETE FLOOR AND SLAB CONSTRUCTION" ACI 302. HOT WEATHER
<br />CONCRETING SHALL BE IN ACCORDANCE W/ ACI 306
<br />FLASHING SHALL COMPLY WITH R903.2
<br />UNDERLAYMENT SHALL COMPLY WITH SECTION R905.1.1
<br />VALLEYS SHALL COMPLY WITH R905.2.8.2
<br />DRIP EDGE SHALL COMPLY WITH R905.2.8.2
<br />PER FLORIDA BUILDING CODE 2020, 7th EDITION
<br />PROPER ATTACHMENT OF SOFFITS PANELS TO RESIST
<br />WIND LOADS, IN ACCORDANCE WITH R704.2.1/R702.2.2
<br />PER FLORIDA BUILDING CODE 2020, 7th EDITION
<br />ASPHALT ROOF
<br />SHINGLES ARE CLASSIFIED IN ACCORDANCE WITH
<br />ASTM D7158-CLASS G OR H, OR ASTM D3181-CLASS F
<br />IN ACCORDAN E WITH TABLE R905.2.6.1, FBC 7th
<br />EDITION (2020) - RESIDENTIAL.
<br />SEPARATION
<br />FROM THE RESIDENCE AND ATTICS
<br />NET Egg 7}{MA'T/E2R�IIAA{L�ypS M gpp�� p�
<br />98UIR NTAAPPLIED TO THEUGARAGE SIDE
<br />FROM HABITABLE ROOMS ABOVE THE GARAGE
<br />BEARD SRTE4UTAj2N-T CH TYPE X GYPSUM
<br />uTRUCTURE($1 SU _POaJRTIREGWFII�00R[�C,EILINS SE�$EMBLIES
<br />ORTEQUIVAB!NUT 1/2-INCH GYPSUM BOARD
<br />rGARAGESSEuDFFOORRLaaOttCrrAETERAD LESS THAN 3 FEET FROM A DWELLING
<br />NIT ON SAME LOT
<br />�nUIV EXTERALENTIOR W�l6j6I T A THINR10ARD THIS REA
<br />0�
<br />STFFI NOTFSo
<br />ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
<br />WITH THE "MANUAL OF STEEL CONSTRUCTION" OF THE RISC.
<br />UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE
<br />FOLLOWING ASTM SPECIFICATIONS:
<br />MEMBER
<br />HHS
<br />STEEL PIPE
<br />OTHER SHAPES/PLATES
<br />CONNECTION BOLTS
<br />TREADED RODS
<br />ASTM
<br />A500 (Grad B)
<br />A53 (TYPE E, GR B)
<br />A36
<br />325(Grad A)
<br />307(Grad A)
<br />A36
<br />MIN. STRENGTH
<br />46 KSI
<br />35 KSI
<br />36 KSI
<br />90 KSI
<br />45 KSI
<br />36 KSI
<br />3. ALL CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS AND DESIGNED BY THE
<br />FABRICATOR BASED ON THE AISC MANUAL PART 2 WITH REACTIONS FROM THE
<br />"ALLOWABLE UNIFORM LOAD" TABLES UNLESS REACTIONS ARE SHOWN ON PLAN. SUBMIT
<br />SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEE
<br />4. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 AND AISC 14th EDITION SEC. 8.
<br />USING E70XX ELECTRODES. UNLESS OTHERWISE NOTED, PROVIDE CONT. MIN. SIZED
<br />FILLET WELDS PER AISC REQUIREMENTS. ALL WELDING SHALL BE DONE BY A CURRENTLY
<br />CERTIFIED WELDER IN ACCORDANCE WITH "AWS".
<br />5. HOLES IN STEEL FOR OTHER TRADES SHALL BE DRILLED OR PUNCHED AND DETAILED
<br />ON THE SHOP DRAWINGS. ALL SLOTTED HOLES SHALL BE PROVIDE WITH SMOOTH EDGES.
<br />BURNING OF HOLES AND TORCH CUTTING AT THE SITE IS NOT PERMITTED.
<br />6. U.O.N. ALL STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH ONE COAT OF TYPE I,
<br />OXIDE PRIMER PAINT, SEE SPECIFICATIONS. IF APPLICABLE, VERIFY THAT PRIMER
<br />COATINGS ARE COMPATIBLE WITH SPRAYED ON FIRE PROOFING.
<br />7. COLUMNS, ANCHOR BOLTS BASE PLATES ETC. HAVE BEEN DESIGNED FOR THE FINAL
<br />COMPLETED CONDITION AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADING
<br />ENCOUNTERED DURING STEEL ERECTION AND CONSTRUCTION. ANY INVESTIGATION OF
<br />THE COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. FOR ADEQUACY DURING THE STEEL
<br />ERECTION AND CONSTRUCTION PROCESS IS THE SOLE RESPONSIBILITY OF THE
<br />CONTRACTOR.
<br />8. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE
<br />WEATHER, INCLUDING ALL BRICK SHELF ANGLES SHALL BE HOT -DIPPED GALVANIZED IN
<br />ACCORDANCE WITH ASTM A153.
<br />9. PROTECTION COATINGS DAMAGED DURING THE TRANSPORTING, ERECTING AND FIELD
<br />WELDING PROCESSES SHALL BE REPAIRED IN THE FIELD TO MATCH THE SHOP APPLIED
<br />COATING.
<br />10. ALL REINFORCED STEEL SHALL CONFORM TO ACI 318-14.
<br />MIN. REBAR YIELD STRENGTH: Fy = 60.000 PSI
<br />THE BUILDING SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH THE
<br />RECOMMENDATIONS OF THE SOILS ENGINEER.
<br />IF THE SITE PREPARATION REQUIREMENTS ARE NOT SPECIFIED BY A
<br />GEOTECHNICAL REPORT THE FOLLOWING PROCEDURES SHOULD BE USED AS A
<br />MINIMUM.
<br />WITHIN AN AREA A MINIMUM OF 5 FEET BEYOND THE BUILDING LIMITS, EXCAVATE
<br />MINIMUM OF 4" OF EXISTING SOIL. REMOVE ALL ORGANICS, PAVEMENT, ROOTS,
<br />DEBRIS AND OTHERWISE UNSUITABLE MATERIAL.
<br />THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED FOR POCKETS
<br />OF SOFT OR UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED
<br />BY THE GEOTECHNICAL ENGINEERITESTING AGENCY.
<br />FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN
<br />LIFTS AND COMPACT TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY
<br />ON THE MODIFIED PROCTOR TEST.
<br />ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE
<br />FROM ALL ORGANICS OR OTHERWISE DELETERIOUS MATERIAL.
<br />PROVIDE FIELD DENSITY TESTS FOR EACH 2O00 P.S.F. OF BUILDING AREA FOR
<br />EACH LIFT OF CONTROLLED FILL.
<br />NOTM-
<br />1. STAPLES NOT PERMrTTED
<br />2. DRYWALL NAILS SHALL CONFORM TO ASTM C 5%
<br />3. SIDING APPLIED TO 5W NET WOOD SHTG, ISW WOOD STRUCTURAL PANEL OR 11r PARTIICLEBOARD SHIM
<br />4. CORROSION RESISTANT NAILS SPACED 8' O.C. AT EDGES 8 8' O.C. AT INTERMEDIATE SUPPORTS.
<br />NAILS SHALL HAVE A MIN EDGE DISTANCE OF 3W
<br />5. SIDING APPLIED TO STUDS SPACED 18' O.C. MAX.
<br />8. SIDING APPLIED DIRECTLY TO STUDS SPACE W O.C. MAX.
<br />7. USE ANNULAR OR SPIRAL THREAD NAILS FOR COMBINATION SUBFLOOR/UNDERLAYMENT (SINGLE FLOOR)
<br />6. NAIL MUST BE OF SUFFICIENT LENGTH TO ACCOMMODATE THKMESS OF SIDING AND SHTG. IF USED,
<br />AND ALLOW MIN. STUD PENETRATION OF 110
<br />9. FOR 1' WOOD STRUCTURAL PANELS,120 O.C. INTERMEDIATE NAILING SHALL BE PERMITTED.
<br />TABLE R302.6 DWELLING -GARAGE SEPARATION
<br />1. ROOF WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY THE MANUFACTURER TO
<br />SUPPORT THE FOLLOWING LOADS:
<br />A. ROOF TRUSS GRAVITY LOADING CASE
<br />TOP CHORD LOADING:
<br />LIVE LOAD: 20 PSF (ON THE HORIZONTAL PROJECTION)
<br />DEAD LOAD: 25 PSF (ON THE SURFACE AREA) FOR ASPHALT SHINGLES
<br />35 PSI (ON SURFACE AREA) FOR CEMENT OR CLAY TILE
<br />BOTTOM CHORD LOADING:
<br />ATTIC LIVE LOAD: 10 PSF
<br />ATTIC LIVE LOAD WITH STORAGE: 30 PSF
<br />DEAD LOAD (FOR 11T CD GYPSUM):5 PSF FOR 1/2" CD GYPSUM
<br />B. ROOF TRUSS WIND LOADING CASE
<br />TRUSSES ARE TO BE DESIGNED FOR WIND LOADING AS SHOWN ON DESIGN
<br />ANALYSIS, UPLIFT SHALL DEDUCT 2/3 OF DEAD LOADS.
<br />2. WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE
<br />WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE "NDS" NATIONAL
<br />DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ANSI/AF&PA AND THE NATIONAL
<br />DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION
<br />"ANSVTPI".
<br />3. WOOD MATERIALS SHALL BE SOUTHERN PINE, DOUGLAS FIR OR LARCH AND SHA
<br />BE KILN DRIED AND USED AT 19% MAXIMUM MOISTURE CONTENT. PROVIDE GRADE
<br />NO.2 OR BETTER REQUIRED TO SATISFY STRESS REQUIREMENTS.
<br />4. CONNECTOR PLATES SHALL BE NOT LESS THAN 0.036 INCHES (20 GAUGE) IN
<br />COATED THICKNESS, SHALL MEET OR EXCEED ASTM A653 GRADE 33 OR HIGHER AND
<br />SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-525 (COATING G60).
<br />5. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING
<br />AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE TRUSS. THE
<br />GUIDELINES SET FORTH BY THE TRUSS PLATE INSTITUTION PUBLICATION "HIB-91,
<br />COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING
<br />METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM REQUIREMENT.
<br />6. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED NOR
<br />OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN APPROVAL OF THE TRUSS
<br />MANUFACTURER'S ENGINEER.
<br />7. SUBMIT COMPLETE SHOP DRAWING FOR ALL WOOD TRUSSES SHOWING MEMBER
<br />SIZES, SPAN, DIMENSIONS, CHORD PITCH, LOADING AND REACTIONS. SHOP
<br />DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A
<br />PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.
<br />8. IF THE NET UPLIFT FORCES SHOWN ON THE FINAL ENGINEERED TRUSS
<br />CALCULATIONS ARE GREATER THAN THE CAPACITY OF THE SPECIFIED CONNECTC
<br />THE CONTRACTOR SHALL SUPPLY CONNECTORS TO MEET THOSE UPLIFT FORCES
<br />A MINIMUM.
<br />TYPE MODEL# MANUFACTUREUPLIFT CAP. FASTENERS
<br />A
<br />H2.5A
<br />SIMPSON
<br />545#
<br />10 - 8d
<br />B
<br />H5
<br />SIMPSON
<br />455#
<br />8 - 8d
<br />C
<br />H10S
<br />SIMPSON
<br />1010#
<br />16 - 8"1 1/2"
<br />D
<br />H14
<br />SIMPSON
<br />1350#
<br />12 - 8dX 1 1/20
<br />13-8d
<br />E
<br />H10A 2
<br />SIMPSON
<br />1080#
<br />9- W 1 1/2"
<br />F
<br />LTS
<br />SIMPSON
<br />74M
<br />12 -10d
<br />G
<br />MTS
<br />SIMPSON
<br />10"
<br />14 -10d
<br />H
<br />SP1
<br />SIMPSON
<br />585#
<br />10 -10d
<br />1
<br />SP2
<br />SIMPSON
<br />1065#
<br />12 -10d
<br />J
<br />DSP
<br />SIMPSON
<br />7&W
<br />8 -10d
<br />K
<br />(1)FGTR
<br />SIMPSON
<br />5000#
<br />18 SDS 114" X 3"
<br />21 /20 X 5" TITEN
<br />L
<br />(2)FGTR
<br />SIMPSON
<br />9400#
<br />36 SDS 1/40 X 3"
<br />41/2" X 5" TITEN
<br />M HETA20 SIMPSON 1810# 9 -10DX 1 1/20
<br />N HETA24 SIMPSON 1810# 9 -10DX 1 1/20
<br />NOTES:
<br />USP CONNECTORS MAY BE SUBSTITUTED IF THEY MEET OR
<br />EXCEED THE UPLIFT VALUES SHOWN.
<br />CONNECTOR SCHEDULE TABLE IS BASED ON LATEST SIMPSON
<br />CATALOG, FOR SP #2
<br />FLORIDA APPROVAL
<br />10456.2
<br />10456.2
<br />10"6.5
<br />10446.5
<br />10"6.5
<br />10456.7
<br />13872.14
<br />10456.10
<br />10456.10
<br />10456.1
<br />11473.2
<br />11473.2
<br />11473.3
<br />11473.3
<br />R703.3.2Fasteners.
<br />Exterior wall coverings shall be securely fastened with aluminum, ggalvanized
<br />stainless steel or rust -preventative coated nails in accordance wlfh Table F 703.3(1)
<br />or with other Approved corrosion -resistant fasteners in accordance with the wall
<br />covering manuracturer
<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 />R703.7.2 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, PROVIDED
<br />THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1)
<br />R703.7.2.1 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 />PROVIDED 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 NON WATER- ABSORBING LAYER OR DESIGNED DRAINAGE
<br />SPACE.
<br />R703.7.4 APPLICATION
<br />EACH COAT SHALL BE KEPT IN A MOIST 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 X1.4.2 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 />TABLE R905.2.6.1 CLASSIFICATION OF ASPHALT SHINGLES
<br />Maximum Basic Wind Speed, Vult,
<br />From Figure R301.2(4)
<br />Vasd as determined in accordance
<br />with Section R301.2.1.3
<br />ASTM D 158
<br />ASTMI D3161
<br />110
<br />85
<br />D GorH
<br />DorF
<br />116
<br />90
<br />D G or H
<br />D or F
<br />129
<br />100
<br />G or H
<br />D or F
<br />142
<br />110
<br />G or H
<br />F
<br />155
<br />1 120
<br />G or H
<br />F
<br />168
<br />130
<br />H
<br />F
<br />181
<br />140
<br />H
<br />F
<br />194
<br />150
<br />H
<br />F
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FBRC R308.4)
<br />RNNDI 88CA3 HppUMAN IMPACT ILNO SDS INDIVIDUAL GLAZED
<br />AZLELDPASEEgASSTM INCLUDINGEEQ LASS MIRROR
<br />IR OF IN HAZARDOUS
<br />6 CFR LOCATIONRT S
<br />SUCH
<br />THOSE
<br />CATEGY OR
<br />I Of� CATEGORY II AS INDICATED IN TABLE R308.3.
<br />EST1E1XCEPLHO�N�S: yy���p GL UgE �N RE p
<br />2. L8UVERGEDg�WINLLDOgWESACA�NND I�pEALEO�USIgEpSE SHIACLLOO��q�SPAND ,Ql�l�fl♦N F�SIS$ANT LOCATIONS SALL COMPANY WITH ANSI Z97.1-14
<br />R30THE HAZARDOUS IN SWINGING DOORSREXCEPTCJALOUSIESRDONUYS wL101CHAl10CNS FOR 30THE 2PURPOSE 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 POSITION 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 LOCATIONS 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 HORTIZONTALLY 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 INDOOR 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 />HOR71ZONALLY 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 HORTIZONALLY 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 OR 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 POSITION 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 R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZSING 36
<br />INCHES f 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 OTHE 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 HORTIZONAL
<br />(WITHIN 45 DEGREES OF HORTIZONTAL 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 />COMPLYING 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 />hereby certify that I have reviewed this plan and found it to be in
<br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition
<br />David W. Smith, P.E. #53608
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