|
CODE
<br />FRAME
<br />ROUGH OPENING
<br />CODE
<br />FRAME
<br />ROUGH OPENING
<br />12
<br />1858X251
<br />2
<br />22
<br />361
<br />2X251
<br />2
<br />13
<br />1858X3778
<br />23
<br />361
<br />2X3778
<br />14
<br />1 18
<br />5
<br />8 X
<br />50 1
<br />8
<br />24
<br />36
<br />1/2
<br />X
<br />50 1
<br />8
<br />245
<br />36
<br />1/2
<br />X
<br />55 1/2
<br />15
<br />1858X621
<br />2
<br />25
<br />361
<br />2X621
<br />2
<br />16
<br />18
<br />5
<br />8 X
<br />71 1/2
<br />26
<br />36
<br />1/2
<br />X
<br />71 1/2
<br />17
<br />1858X831
<br />2
<br />27
<br />361
<br />2X831
<br />2
<br />1/2 32
<br />26X251
<br />2
<br />32
<br />5258X251
<br />2
<br />1/2 33
<br />26X3778
<br />33
<br />5258X3778
<br />1/2 34
<br />26X501
<br />8
<br />34
<br />5258X501
<br />8
<br />345
<br />52
<br />5
<br />8 X
<br />55 1/2
<br />1/2 35
<br />26X621
<br />2
<br />35
<br />5258X621
<br />2
<br />1/2 36
<br />26X71
<br />78
<br />36
<br />5258X71
<br />1/2
<br />1/2 37
<br />26X831
<br />8
<br />37
<br />5258X831
<br />2
<br />2024
<br />24
<br />X
<br />28
<br />3050
<br />36
<br />X
<br />60
<br />2030
<br />24
<br />X
<br />36
<br />3060
<br />36
<br />X
<br />72
<br />2040
<br />24
<br />X
<br />48
<br />3424
<br />40
<br />X
<br />28
<br />2050
<br />24
<br />X
<br />60
<br />3430
<br />40
<br />X
<br />36
<br />2060
<br />24
<br />X
<br />72
<br />3440
<br />40
<br />X
<br />48
<br />2424
<br />28
<br />X
<br />28
<br />3450
<br />40
<br />X
<br />60
<br />2430
<br />28
<br />X
<br />36
<br />3460
<br />40
<br />X
<br />72
<br />2440
<br />28
<br />X
<br />48
<br />3824
<br />44
<br />X
<br />28
<br />2450
<br />28
<br />X
<br />60
<br />3830
<br />44
<br />X
<br />36
<br />2460
<br />28
<br />X
<br />72
<br />3840
<br />44
<br />X
<br />48
<br />2824
<br />32
<br />X
<br />28
<br />3850
<br />44
<br />X
<br />60
<br />2830
<br />32
<br />X
<br />36
<br />3860
<br />44
<br />X
<br />72
<br />2840
<br />32
<br />X
<br />48
<br />4024
<br />48
<br />X
<br />28
<br />2850
<br />32
<br />X
<br />60
<br />4030
<br />48
<br />X
<br />36
<br />2860
<br />32
<br />X
<br />72
<br />4040
<br />48
<br />X
<br />48
<br />3024
<br />36
<br />X
<br />28
<br />4050
<br />48
<br />X
<br />60
<br />3030
<br />36
<br />X
<br />36
<br />4060
<br />48
<br />X
<br />72
<br />3040
<br />36
<br />X
<br />48
<br />GENERAL NOTES
<br />SUPPLEMENTAL NOTES
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR
<br />THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED
<br />FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />BEFORE REQUESTING THE FRAMING INSPECTION.
<br />A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION
<br />AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER
<br />HEATER OR ELECTRIC PANEL.
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS.
<br />IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN
<br />1'-0" OF THE BUILDING SIDE WALLS.
<br />TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE
<br />SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN
<br />5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.
<br />INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.
<br />SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED.
<br />BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH
<br />PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL
<br />ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.
<br />MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL
<br />OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.
<br />CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR
<br />SOIL TREATMENT.
<br />SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE
<br />STRUCTURE SIDEWALLS.
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING
<br />LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE
<br />RETREATED.
<br />ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.
<br />A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPT BY A LICENSED PEST CONTROL
<br />COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL
<br />STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES & LAWS OF THE FLORIDA DEPT OF
<br />AGRICULTURE AND CONSUMER SERVICES."
<br />AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN
<br />1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR
<br />OTHER CELLULOSE CONTAINING MATERIAL.
<br />NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF
<br />ANY BUILDING OR PROPOSED BUILDING.
<br />FL#
<br />CODE
<br />VERSION
<br />STATUS
<br />MANUFACTURER
<br />CATEGORY
<br />SUB
<br />CATEGORY
<br />PRODUCT MODEL
<br /># OR NAME
<br />PRODUCT
<br />DESCRIPTION
<br />RESISTANT GLAZING
<br />15585.1
<br />2010
<br />APPRVD
<br />CROFT LLC
<br />WINDOWS
<br />SINGLE HUNG
<br />96 SERIES
<br />SINGLE HUNG
<br />ALUMINUM SH WINDOW
<br />16079.1
<br />2010
<br />APPRVD
<br />CROFT LLC
<br />EXTERIOR
<br />DOORS
<br />SLIDING EXT
<br />DOOR
<br />ASSEMBLIES
<br />3000 SERIES
<br />SLIDING GLASS DOOR
<br />821-R3
<br />2010
<br />APPRVD
<br />UNITED STEEL
<br />PRODUCTS COMPANY
<br />STRUCTURAL
<br />COMPONENTS
<br />WOOD CONNECTOR
<br />ANCHORS
<br />10655-R1
<br />2010
<br />APPRVD
<br />SIMPSON STONG-TIE
<br />COMPANY
<br />STRUCTURAL
<br />COMPONENTS
<br />WOOD CONNECTOR
<br />ANCHORS
<br />1774.1
<br />2010
<br />APPRVD
<br />COMMERCIAL CONC
<br />COMPANY
<br />STRUCTURAL
<br />COMPONENTS
<br />PRECAST PRE-
<br />STRESSED
<br />LINTELS
<br />8" &12" LINTELS
<br />158.1
<br />2010
<br />APPRVD
<br />CAST CRETE
<br />CORPORATION
<br />STRUCTURAL
<br />COMPONENTS
<br />HIGH STREGTH
<br />CONCRETE
<br />LINTELS
<br />4", 6", 8" AND 12"
<br />WIDE LINTELS
<br />4904-R4
<br />2010
<br />APPRVD
<br />MASONITE
<br />INTERNATIONAL
<br />EXTERIOR
<br />DOORS
<br />SWINGING EXT
<br />DOOR ASSEMBLIES
<br />STEEL DOOR WITH
<br />OR WITHOUT SIDELITES
<br />5444.1
<br />2010
<br />APPRVD
<br />CERTAINTEED
<br />CORPORATION
<br />ROOFING
<br />ASPHALT
<br />SHINGLES
<br />3-TAB / ARCH
<br />LAMINATED
<br />SHINGLE
<br />2075.2
<br />2010
<br />APPRVD
<br />FL METAL PRODUCT
<br />COMPANY INC
<br />ROOFING
<br />ROOFING
<br />ACCESSORIES
<br />RIDGE VENT
<br />15961.2
<br />2010
<br />APPRVD
<br />SOUTHEASTERN
<br />METAL MFG CO
<br />ROOFING
<br />ROOFING
<br />ACCESSORIES
<br />OFF RIDGE VENT
<br />15279.20
<br />2010
<br />APPRVD
<br />CLOPAY BLDG
<br />PRODUCTS CO
<br />EXTERIOR
<br />DOORS
<br />SECTIONAL EXT
<br />DOOR ASSEMBLIES
<br />WINDCODE W4
<br />GARAGE DOOR
<br />13389.1
<br />2010
<br />APPRVD
<br />CERTAINTEED
<br />CORPORATION
<br />PANEL WALLS
<br />SOFFITS
<br />VINYL SOFFITS
<br />13531
<br />1 2010
<br />APPRVD
<br />PIyFASTner LLC
<br />rSTRLIC COMP
<br />ANCHORS
<br />MASONRY GENERAL NOTES STRUCTURAL DESIGN CRITERIA w W W
<br />1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODE 1. FBC / FBCR 2010 $ N a
<br />REQUIRMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-08). 2. ASCE/SEI 7-10 CODE (140 mph) - - - - - -
<br />2. CONCRETE BLKS SHALL CONFORM TO ASTM C 90 (28 DAY STRENGTH=2000 3. STRUCTURE RISK CATEGORY = II
<br />PSI, FM=1350 PSI) LAID IN RUNNING BOND. 4. ENVELOPE PROCEDURE FOR LOW RISE BUILDINGS
<br />3. MORTAR SHALL BE TYPE S OR M. 5. EXPOSURE FACTOR = B
<br />4. WHERE SHOWN, CELLS OF MASONRY BLOCK SHALL BE FILLED WITH CONCRETE 6. INTERNAL PRESSURE COEFFICENT = f0.18
<br />WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS & 1-#5. 7. 2nd FL LOADS: LIVE LOAD-40 PSF/DEAD LOAD-10 PSF _
<br />8. ROOF LOADS: LIVE LOAD-20 PSF/DEAD LOAD-10 PSF `� `� `�
<br />5E PROVIDE KNOCK -OUT IN CONCRETE MASONRY UNIT AT BASE OF EACH FILLED 9. COMPONENT & CLADDING WALL PRESSURE= (+35.3) (-47.2) PSF (MAX) " " 3" 3"
<br />CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION.
<br />DRAINAGE ROOFING / FLASHING SINGLE DOOR DOUBLE DOOR SINGLE DOOR W/ SDLT SINGLE DOOR W/(2) SDLTS
<br />PROVIDE AN ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE ROOF DEAD LOAD - 7# P.S.F. ROOF LIVE LOAD - 20# P.S.F. ALL ROOF EXTERIOR PRE -HUNG DOORS
<br />FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE" COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO SECURE PRE -HUNG DOOR UNIT
<br />CIRCUMSTANCES. THE ALTERNATIVE IS TO PROVIDE A MINIMUM OF 5% FIELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
<br />SLOPE AWAY FROM THE FOUNDATION. PROVIDED.) ROOF SHEATHING NAILING SCHEDULE FOR 7/16" OSB ROOF USE #10 WOOD SCREWS/TAPCONS
<br />STEMWALL FOOTING DECK, USE 8d CC NAILS, SPACE 6" O.C. AT EDGES & 6" O.C. IN FIELDS. USE SIMPSON 1/4" X 1 1/2" MIN NAILON PINS AT THRESHOLD
<br />STEMWALL FOOTING AS SHOWN ON WALL SECTION UP TO 36" HIGH CAN BE GAF SENTINEL/TIMBERLINE/CERTAIN TEED FIBERGLASS SHINGLES SECURE
<br />w/(5) NAILS PER SHINGLE ON 15# FELT OVER 7/16" OSB ROOF DECK. DOOR INS TALATION/FASTENER PLACEMENT
<br />USED WITH UNBALANCED FILL. UNBALANCED FILL GREATER THAN 36" SHALL BE PRODUCT MEETS ASTM D3462, D3161 F, D7158 G AND UL 997 FOR WIND NOT TO SCALE
<br />TEMPORARILY SUPPORTED DURING BACKFILLING & CONCRETE SLAB PLACEMENT SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN. 16%26GA VALLEY
<br />BY CONTRACTOR. THE MAXIMUM STEMWALL HEIGHT SHALL BE 10'-0" METAL PLACED OVER FELT NAILED 12" o.c. ® EDGES. WHERE WALLS MEET
<br />WINDOWS ROOF LINE, ALL FLASHING SHALL CONFORM TO FBC REQUIREMENTS. ROOF PITCH ROOF PITCH
<br />ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />FRAMED WALLS PER ELEVATION PER ELEVATION
<br />101/IS2 STANDARD AND LABELED AS SUCH. WINDOWS TO BE INSTALLED PER ALL INTERIOR NON -BEARING WALLS MEET R6021.3.1. LUMBER TO BE
<br />MANUFACTURERS REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE. WINDOWS STD SPF OR HIGHER GRADE. CONNECT BEAM TO TRUSS
<br />IN MASONRY WALLS SHALL BE ANCHORED THROUGH 1x BUCK INTO MASONRY.
<br />ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF.
<br />W/SIMPSON MTS12.
<br />I
<br />TRUSS STRAP PER
<br />WINDOWS IN WOOD FRAMED WALLS MAY BE INSTALLED WITHOUT BUCKS. ALL
<br />ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON PLAN)
<br />U.N.O.
<br />GENERAL NOTES
<br />MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5x THE DESIGN LOAD.
<br />THE LOWEST PART THE
<br />FRAMED GARAGE WALLS TO HAVE MIN 1/2" GYPSUM BIRD (IF AREA ABOVE
<br />I
<br />PRECAST LINTEL W/(1) #5
<br />OF CLEAR OPENING OF THE WINDOW TO BE A MIN. OF
<br />24" ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW
<br />GARAGE IS HABITABLE, USE 5/8" TYPE X GYPSUM BIRD ON CLNG).
<br />2 SYP BEAM (SIZE PER
<br />(T&B) CONTINUOUS SSFPAN
<br />IS LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR THE SURFACE BELOW.
<br />TRUSS ANCHORS
<br />LAN) STRAP W/(1) SIMPSON
<br />BETWEEN COLUMNS W /MIN.
<br />EXCEPT FOR WINDOWS WHOSE OPENINGS WONT ALLOW A 4" DIA. SPHERE TO
<br />TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) SIMPSON
<br />HETA20
<br />8" BEARING SURFACE
<br />EACH END CAP
<br />PASS AND OPENINGS THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F
<br />HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(9) 10d NAILS
<br />2006 OR ASTM F 2090.
<br />EACH STRAP FOR (1) PLY OR HIP GIRDER. USE (2) SIMPSON HHETA20 EACH END
<br />ALL CELLS THAT FLOOR
<br />ALL CELLS THAT FLOOR
<br />GARAGE DOOR
<br />FOR (2/3) PLY GIRDER. USE (2) SIMPSON HHETA20 EACH END FOR GABLE END
<br />PLAN INDICATES REBAR
<br />PLAN INDICATES REBAR
<br />GARAGE DOOR TO BE 140 MPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL
<br />TRUSS, USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE
<br />SHALL BE CONCRETE FILLED.
<br />SHALL BE CONCRETE FILLED.
<br />2x6 PT EA SIDE w/(3) 1/2"x8" "J" BOLTS w/2" WASHERS SPACED EQUALLY
<br />MISPLACED TRUSS STRAP IN THE CASE WHERE TRUSS STRAP IS MISSING THE
<br />ALONG LEGNTH EMBEDED INTO POURED CELLS (OPTION: MAY USE 1/2"x6"
<br />FOLLOWING METHOD MAY BE USED AS AN ALTERNATE. SUBSTITUTE A SIMPSON
<br />WEDGE ANCHORS W/2" WASHERS) ANCHOR 2x6 PT ABOVE DOOR TO LINTEL W/
<br />WEDGE ANCHORS, CONCRETE SCREWS OR P.D.F.'s A PERMANENT LABEL
<br />MTS18 OR HUGHES RT18 TW (OR EQUIVALENT) FOR EACH HETA20-18 MISSED.
<br />CMU COLUMN AT FRONT
<br />CMU COLUMN AT FRONT
<br />.145"0
<br />IS REQUIRED AND THE INSTALLATION INSTRUCTIONS ARE REQUIRED TO BE
<br />CONNECT TRAP TO BOND BEAM WITH (3) 3/16" X 1 3/4" HEX HEAD TAPCONS.
<br />ENTRY PORCH W/#5
<br />VERTICAL.
<br />ENTRY PORCH W/#5
<br />ANDAVAILABLEON THEJOB SITE AS WELL. THIS ADDITION ENABLES
<br />THIS SUBSTITUTION IS GOOD FOR A MAXIMUM UPLIFT OF 1,000# PER STRAP.
<br />ICON) (COLUMN
<br />VERTICAL. (COLUMN HEIGHT
<br />ENOVIDESDA
<br />ELECTRICAL NOTES
<br />SIZE & REBAR PLACEMENT
<br />i4
<br />PER ELEVATION) (COLUMN
<br />EXTERIOR PRE -HUNG DOORS
<br />ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY
<br />ilT
<br />PER FLOOR PLAN)
<br />SIZE &REBAR PLACEMENT
<br />PER FLOOR PLAN)
<br />1x DOOR BUCK (IF READ) TO BE ATTACHED TO MASONRY WALL w/1 1/2 006
<br />AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL
<br />ELECTRIC CODE (2008 NEC).
<br />WIRE COLLATED NAILS ® 4"O.C. 2x DOOR BUCK (IF READ) TO BE ATTACHED TO
<br />SMOKE DET. LOCATED ON WALL 12" TO BOT. OF BOX OUT, VANITY LIGHTS
<br />I
<br />(
<br />MASONRY WALL w/2 1/2x.106 WIRE COLLATED NAILS @ 4" O.C. SECURE PRE-
<br />80" TO CENTER OF BOX OUT. FRONT DOOR GFI 4" OFF SLAB CENTER (SEE
<br />FOOTING DOWELS:
<br />HUNG DOOR UNIT PRE MFG SPECS.
<br />PLAN FOR LOC.) TV & PHONE LOCATIONS PER COLOR SHEET. OTHER
<br />I
<br />I
<br />2-#5 EMBED. 6 MIN.
<br />ATTIC ACCESS
<br />ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS
<br />FOOTING DOWELS:
<br />INTO FTG. W/ 90° HOOK
<br />UNDER SINK. MICROWAVE PRE -WIRE. 1OKW & 5 TON - 6/2 ROMEX. FRONT
<br />2-#5 EMBED. 6" MIN.
<br />4111
<br />ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MIN. OPENING OF
<br />DOOR GFI 4" OFF SLAB CENTER (SEE PLAN FOR LOCATION)
<br />I
<br />INTO FTG. W/ 90" HOOK
<br />22"00".
<br />ALL ELECTRICAL AT SLIDING GLASS DOOR TO BE ON RIGHT HAND SIDE
<br />^r
<br />EXTERIOR SIDING
<br />REGUARDLESS OF GARAGE HANDING.
<br />USE OF AFCI RECEPTACLES AND TAMPER
<br />..•:Y
<br />:• ;;
<br />":':+
<br />:..
<br />;;• .�,: ;::•:^•
<br />; '.. ; ': •'
<br />PAD PER FOUND PLAN
<br />MIN 3/8" LP SMARTPANEL OR 7/16" OSB SHEATHING NAIL w/8d CC 6" O.C.
<br />EDGES & 6" O.C. IN FIELDS
<br />RESISTANT RECEPTACLES
<br />LATH
<br />"``
<br />.`:' :•'��
<br />PAD PER FOUND PLAN
<br />:.:
<br />LTA"'' '' • .
<br />26 GA VALLEY METAL
<br />(SEE GENERAL NOTES
<br />FOR NAIL PATTERN)
<br />ROOF DECK
<br />W/15# FELT
<br />/--SHINGLES
<br />TYPICAL
<br />/NOTES
<br />EACH SIDE
<br />\
<br />VALLEY
<br />FLASHING
<br />DETAIL
<br />NOT TO SCALE
<br />SIDING
<br />ROOF VENTILATION CALCULATIONS
<br />FLORIDA BUILDING CODE 2010
<br />SECTION 806.2 - 1 /300
<br />METAL TOTAL ATTIC SPACE - 3640.00
<br />FLASHING NET FREE VENT NEEDED - 873.60
<br />�' # OF RIDGE VENTS - NA
<br />SHINGLE # OF OFF RIDGE VENTS - 6.00
<br />Q
<br />w
<br />ROOF CEMENT
<br />ROOF DECK
<br />FLASHING DETAIL
<br />NOT TO SCALE
<br />COMPONENTS AND CLADDING
<br />FLORIDA BUILDING CODE 2010
<br />SECTION 301.2 140 MPH
<br />NO.
<br />ZONE
<br />EFFECTIVE
<br />WIND AREA
<br />DESIGN WIND
<br />PRESSURE
<br />A
<br />4
<br />10
<br />+35.3/-38.2
<br />B
<br />4
<br />20
<br />+33.7/-36.7
<br />C
<br />4
<br />50
<br />+31.6/-34.6
<br />D
<br />4
<br />100
<br />+30.0/-33.0
<br />AA
<br />5
<br />10
<br />+35.3/-47.2
<br />BB
<br />5
<br />20
<br />+33.7/-44.0
<br />CC
<br />5
<br />50
<br />+31.6/-39.8
<br />DID
<br />5
<br />100
<br />1 +30.0/-36.7
<br />TYPICAL EXAMPLES
<br />A
<br />1/2
<br />32,
<br />1/2
<br />33, 1/2 34, 22
<br />B
<br />1/2
<br />SH
<br />35,
<br />32-34,
<br />1/2
<br />3-0
<br />36, ALL SH 2-
<br />DOOR OR LESS
<br />C
<br />SH
<br />35,
<br />36, 5-0
<br />OR 6-0 SGD
<br />D
<br />8-0 SGD, 8-0 OHD
<br />16-0
<br />X
<br />7-0
<br />OHD
<br />< +22.0/-26.9
<br />MISPLACED WALL RIENFORCING NOTE
<br />ALL ATTACHMENTS FOR SECURING WIRE LATH SHALL BE SPACED NOT
<br />I, '::•°.:• ".' ':_
<br />MASONRY COLUMN
<br />DETAIL
<br />MORE THAN 6" APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS
<br />W/PRECAST LINTELI/4"
<br />TAPCONS W/MIN. 1
<br />IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING
<br />AND BE TIED BETWEEN SUPPORTS NOT TO EXCEED 9". ALL METAL LATH
<br />MASONRY COLUMN DETAIL
<br />NOT TO SCALE
<br />1/2" EMBEDMENT -
<br />CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING
<br />SHALL BE LAPPED 1" MIN. METAL WIRE LATH SHALL BE ATTACHED TO
<br />W/UPSET BEAM
<br />(ENTRY)
<br />1/4
<br />TAPCON ON EACH SIDE
<br />TAP O.C. (MAX) H DE
<br />IN THE CORRECT ORIGINAL LOCATION. THE BAR SHALL BE TIED INTO THE BOND
<br />VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4d GALVANIZED
<br />NAILS WITH A PENETRATION OF 3/4" AND BENT OVER AT LEAST 3
<br />NOT TO SCALE
<br />OF COLUMN WITHIN 6"
<br />BEAM w A MIN. HOOK OF 10". IF THE NEW DOWEL LOCATION IS MORE THAN 8"
<br />/
<br />STRANDS OF LATH. A BOND BREAK SHALL BE PROVIDED BETWEEN THE
<br />SIMPSON H2.5 CLIP
<br />1X2 OPEN BACK
<br />OFFSET FROM ORIGINAL LOCATION THE BOTTOM OF THE BAR SHALL HAVE A
<br />WATER- RESISTIVE BARRIER &THE CEMENT PLASTER CONSISTING OF ONE
<br />TRUSS TO TOP (2) 2X4 TOP PLATE
<br />OTTOM CHORD
<br />1 1/2" MIN.
<br />#5x24" LONG DOWEL DRILLED 4" INTO THE CONCRETE SLAB & SET IN SIMPSON
<br />OF THE FOLLOWING: TWO LAYERS OF AN APPRVD WATER-RESISTANT
<br />PLATE (TYP)
<br />OF TRUSS
<br />EMBEDMENT
<br />:.•
<br />SET EPDXY. IF LESS THAN 8" NO EPDXY NEEDED. CELL SHALL BE FILLED
<br />BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT
<br />7 /16" OSB SHEATHING
<br />'
<br />w/ A MIN. 2500 PSI CONCRETE.
<br />BARRIER OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER
<br />(CONY.) ATTACH W/
<br />ATTACH STUD TO TRUSS
<br />..r•r •��::;,;.,..,.,,,•.;,;
<br />""•"'"''''''''••• "
<br />WIRE LATH.
<br />8d NAILS ® 6"o.c.
<br />W/(1) SIMPSON H2.5T
<br />�.:...�,..,.; .
<br />FLASHING, SEALANTS, AND WEATHERSTRIPPING
<br />FENESTRATION
<br />EDGE & FIELD
<br />WHERE TRUSS DOES NOT
<br />;� ::'s;: •'.
<br />ALL FENESTRATIONS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE
<br />JUNCTURE OF EXTERIOR PLASTER AND ANY FENESTRATION PRODUCT IS
<br />2x4 (SYP)
<br />16" O.0
<br />OCCUR STUD, USE
<br />CONC. ATTACHMENT
<br />BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C
<br />REQD TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12
<br />(2) 2X4
<br />SIMPON SP EACH STUD
<br />DETAIL - N.T.S.
<br />920, ASTM C 1281, AA812, OR OTHER APPROVED STANDARD.
<br />PLUMBING
<br />TOP PLATE
<br />2x4 BRIDGING
<br />NOT TO SCALE
<br />LOAD -BEARING
<br />PRESSURE
<br />CLASS OF MATERIAL
<br />(LBS. PER SQ/FT)
<br />CRYSTALLINE BEDROCK
<br />12,000
<br />SEDIMENTARY AND FOLIATED ROCK
<br />4,000
<br />SANDY GRAVEL AND/OR GRAVEL
<br />3,000
<br />(GW AND GP)
<br />SAND, SILTY SAND, CLAYEY SAND,
<br />2,000
<br />SILTY GRAVEL AND CLAYEY GRAVEL
<br />(SW,SP,SM,SC,GM AND GC)
<br />CLAY, SANDY CLAY, SILTY CLAY,
<br />1,500
<br />CLAYEY SILT, SILT AND SANDY SILT
<br />(CL,ML,MH AND CH)
<br />ON MONO SLABS THE SEWER AND HVAC CONDENSATE LINE WILL GO
<br />2X4 ®
<br />TYPICAL MIDPOINT
<br />UNDER THE FOOTER, ON A STEM WALL THE LINES WILL GO THROUGH THE
<br />16" O.C.
<br />1/2" x 8" ANCHOR
<br />BLOCK FOR THE LINE THAT PASSES THROUGH IT WILL BE SLEEVED WITH
<br />BOLTS @ 32" O.C.
<br />A PIPE TWICE THE SIZE OF IT 3" WILL BE SLEEVED WITH 6" AND 3/4" W
<br />2X4 BOTTOM
<br />4" THICK REINF.
<br />& ® ENDS
<br />SLEEVED WITH 1 1/2"•
<br />r
<br />I
<br />PLATE
<br />CONC. SLAB W/
<br />_
<br />2500 P.S.I. 8X12
<br />P.T. 2X4 BOTTOM PLATE
<br />SIMPSON HETA20
<br />® 24" O.C. STRAPPED
<br />SPREAD FOOTER
<br />W/2 #5 REBAR
<br />LVSIMPSON
<br />SP EACH STUD
<br />TO STUD & BOTTOM PLATE AND
<br />EMBEDDED INTO
<br />BOND BEAMi%`'
<br />L•
<br />„_„
<br />NOT TO SCALE
<br />LINTEL SCHEDULE
<br />LINTEL
<br />SIZE
<br />REINF
<br />L1
<br />8"x 16"
<br />1-#5 T&B
<br />L2
<br />8"x 24"
<br />1- 5 T&B
<br />L3
<br />8"x 32'
<br />1-#5 T&B
<br />*PRECAST LINTEL, (1) #5 REBAR IF
<br />OVER 6' NO REBAR REQ'D IF LESS
<br />THAN 6'
<br />KNEE WALL DETAIL
<br />NOT TO SCALE
<br />L3 - 12"
<br />t;
<br />INTERIOR BEARING WALL
<br />•' L2
<br />K.O. COARSE NOT TO SCALE
<br />Ll
<br />'k''
<br />K.O. COARSE
<br />K.O. COARSE
<br />ALL CELLS, K.O. &
<br />'
<br />P.C. LINTEL FILLED
<br />a•;
<br />'
<br />ALL CELLS, K.O. &
<br />�.;
<br />ALL CELLS, K.O. &
<br />w/3000 PSI CONC
<br />P.C. LINTEL FILLED P.C. LINTEL FILLED
<br />!:
<br />w/3000 PSI CONC
<br />!:
<br />w/3000 PSI CONC
<br />!:
<br />P.C. LINTEL
<br />P.C. LINTEL
<br />P.C. LINTEL
<br />(2) 2x8 BEAM
<br />B/BEAM 10'-8"
<br />B/BEAM 10'-4�" AFF
<br />2x4 STUDS ® 16"o.c.
<br />FRAMED TO T/BEAM -
<br />T/CMU 9'-4"
<br />" OSB 8d NAILS
<br />® 6"o.c. EDGE & FIELD
<br />2x4 PT CONT
<br />"0x3rTAPCON @ 16"o.c.
<br />Z
<br />J
<br />Q�
<br />3Dm
<br />M
<br />_err
<br />21aa
<br />a
<br />¢ov=i
<br />16 RISERS @ 77-
<br />16 TREADS Q 10" TREAD
<br />(2) 2x6 #2 SYP TREADS
<br />2x6 PT BETWEEN 40x3i"
<br />STRINGERS 2- TAPCONS
<br />EA END & MID POINT-
<br />CONVENTIONAL- VALLEY
<br />FRAMING D ETAI L
<br />GABLE END, COMMON RIDGE BEAM
<br />TRUSS OR GIRDER TRUSS - (SEE NOTE #6)
<br />VALLEY RAFTERS
<br />(24" O.C. MAX)
<br />12
<br />P
<br />TRUSS TYPICAL
<br />(24" O.C.) POST SEE
<br />NOTE #8)
<br />CONSTRUCTION SEQUENCE (ALL MATERIAL 32 OR BETTER) TRUSS MUST
<br />BE SHEATHED
<br />1. INSTALL BASE TRUSSES.
<br />2. APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES.
<br />IF SHEATHING IS NOT APPLIED, PROVIDE 2x4 PURLINS AT 24" O.C.
<br />ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY
<br />FRAMING. CONNECT PURLINS TO EACH TRUSS WITH (2) - 16d NAILS.
<br />3. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS.
<br />4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS
<br />WITH (2) 16d NAILS.
<br />5. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING
<br />RIDGE OF THE (a.) GABLE END, (b.) GIRDER TRUSS OR (c.) COMMON
<br />TRUSS TO ROOF SHEATHING.
<br />6. SET 2 x 6 #2 RIDGE BEAM. SUPPORT WITH 2 x 4 POSTS SPACED 48" O.C.
<br />BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST
<br />TO ROOF SHEATHING WITH (3) 10d TOE NAILS.
<br />7. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BEAM. MAXIMUM RAFTER
<br />SPACING IS 24" O.C. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH (3) 16d
<br />NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 16d TOE NAILS.
<br />8. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48" O.C. (OR LESS) ALONG
<br />EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN
<br />DRAWING. ALLIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO
<br />POST WITH (4) 10d NAILS. FASTEN POST TO SHEATHING WITH (3) 16d TOE
<br />NAILS. FOR PURLIN APPLICATION, CONNECT 2x4 POST TO FACE OF TOP CHORD
<br />WITH (4) 10D NAILS.
<br />3 TAB FIBERGLASS SHINGLES ON 15#
<br />FELT, 1/2" CDX SHEATHING OR 7/16"
<br />O.S.B. - 8d NAILS ® 6" o.c.
<br />SIMPSON HETA20 ® EA
<br />END OF EA TRUSS
<br />(OR EQUAL)
<br />2x SUB FASCIA
<br />ALUMINUM OR
<br />VINYL SOFFIT
<br />PRECAST CONC. LINTEL-'
<br />w/1 - #5 CONT. @ SPANS
<br />6'-0" AND GREATER
<br />LANDIN
<br />2x8 NAILED ALUM. WINDOW
<br />TO STUDS (SIZE PER PLAN)
<br />1x RISERS
<br />(3) STRINGER CUT
<br />FROM 2x12 #2 SYP
<br />ATTACH STRINGER TO-' PRE -CAST CONC. SILL
<br />2x6 PT w/2-16d NAILS
<br />STAIR STRINGER DETAIL
<br />N.T.S.
<br />HANRAIL @ 34"-38" ABOVE
<br />LEADING EDGE OF TREAD. 4"
<br />MAX CLEAR BETWEEN SPINDLES.
<br />ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES
<br />OR PROVIDE EQUIVALENT GRASPABILITY.
<br />1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE
<br />AN OUTSIDE DIAMETER OF AT LEAST 1 1/4" (32 MM) AND NOT
<br />GREATER THAN 2" 51 MM). IF THE HANDRAIL IS NOT CIRCULAR IT
<br />SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" (102MM) AND
<br />NOT GREATER THAN 6 1 4" (160MM) WITH A MAXIMUM CROSS SECTION
<br />OF DIMENSION OF 2 1 /4' (57 MM).
<br />2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4"
<br />(160MM) SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH
<br />SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITH A
<br />DISTANCE OF 3/4" (19MM) MEASURED VERTICALLY FROM THE TALLEST
<br />�W/
<br />PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16"
<br />1" x 2" OPEN BACK
<br />110 x 2" S.M.S.
<br />(8MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE
<br />® 24" O.C. (MAX)
<br />PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8"
<br />(10MM) TO A LEVEL THAT IS NOT LESS THAN 1 3/4"" (45MM) BELOW
<br />THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE
<br />TYP. SCREEN WALL
<br />HANDRAIL ABOVE THE RECESS SHALL BE 1 1/4" (32MM) TO A MAXIMUM
<br />ATTACHMENT DETAIL
<br />OF 2 EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01" (0.25MM).
<br />NOT TO SCALE
<br />j OSB SHEATHING
<br />8d NAILS ® 6"o.c.
<br />EDGE & FIELD -\
<br />CANTILEVER BEAM
<br />TO ROOF DECK
<br />r-USP RT18
<br />`- 2x4 BLOCKING
<br />2'-0"o.c. 2-16d
<br />NAILS EA END
<br />PRE-ENG WD TRUSS
<br />ENTRY BEAM DETAIL
<br />N.T.S.
<br />STUCCO FINISH
<br />VALLEY PLATE
<br />(SEE NOTE #4)
<br />POST (SEE
<br />NOTE 8)
<br />SIMPSON H2.5 CLIP
<br />TRUSS TO TOP (2)
<br />PLATE (TYP) 7/16" OSB SHEATHING
<br />�/(CONT.) ATTACH W/
<br />8d NAILS ® 6"O.C.
<br />EDGE & FIELD
<br />(2) 2X4
<br />TOP PLATE
<br />2X4
<br />16" O.C.
<br />2X4 BOTTOM
<br />PLATE
<br />I II II L-SIMPSON HETA20 ® 24" O.C. STRAPPED
<br />TO STUD & BOTTOM PLATE AND
<br />EMBEDDED INTO BOND BEAM
<br />GABLE END, COMMON
<br />TRUSS OR GIRDER TRUSS KNEE WALL DETAIL
<br />NOT TO SCALE
<br />LIVE LOAD = 30 PSF (MAX)
<br />DEAD LOAD = 15 PSF (MAX)
<br />NAIL OSB TO -
<br />D.O.L. INC. = 1.15
<br />2X4 BLOCKING
<br />ASCE 7-10 (MWFRS) 140 MPH
<br />W/(2) 8d
<br />EACH END
<br />NOTE 48" O.C. MAXIMUM
<br />POST SPACING
<br />NAIL OSB
<br />SHEATHING TO
<br />2X4 ® EDGE W,
<br />MIN. 8d 6" O.C.
<br />ROOF PITCH
<br />PER ELEVATION
<br />-ENGINEERED TRUSS
<br />OTHERS)
<br />R-19 BAT. INSUL. MIN.
<br />(SEE ENERGY CALC.)
<br />�4" GYP CEILING BIRD
<br />LINTEL BLOCK w/1 #5 CONT.
<br />FILLED w/3000 PSI CONC.
<br />1/2" GYP. BRD. @ WALLS ON
<br />1x2 PT FURRING STRIPS @ 24"
<br />o.c. w/R4.2 MIN. INSUL.
<br />3 1/2" CONC. SLAB w/6x6
<br />#10 W.W.M. OR FIBERMESH
<br />#5 BAR DOWEL w/10" STD.
<br />HOOK (LAP MIN. 25" w/
<br />VERT. REINF. BAR)
<br />11 FIN. FLR.
<br />EXISTING UNDISTURBED
<br />OR ENGINEERED SOIL II=III=III
<br />z =1 I I=1 I •' I C I -I I I-
<br />II -III " II=III=1
<br />N III ;
<br />I'r' �I
<br />(2)-#5 CONT. CLR
<br />All
<br />TYPICAL CMU WALL SECTION
<br />NOT TO SCALE
<br />EXISTING
<br />UNDISTURBED OR , ... 4" THICK REINF. CONC.
<br />ENGINEERED SOIL SLAB W/ 2500 P.S.I.
<br />FIBERMESH 12X18 BELL
<br />�I =1 I FOOTER.
<br />III=III III
<br />(2)-#5 REBAR 12» 3" c'
<br />AL T MONO FO 0 TER
<br />DETAIL
<br />ARCH HEADER DE TAIL S
<br />N.T.S.
<br />BOND BEAM/ LINTEL
<br />2X4 NAILED TO
<br />MASONRY
<br />W/MIN. 2-1/2"
<br />CASE
<br />HARDENED/ T-
<br />NAILS 0 4" O.C.
<br />WINDOW BUCK
<br />ATTACHMENT
<br />PER MFG,
<br />ARCH/ELLIPSE/E YEBR 0 W
<br />FRAME CONNECTION N. T. S.
<br />NOT TO SCALE
<br />23
<br />5
<br />"�2
<br />ATTACH STUD TO
<br />(2) TOP PLATE W/(1)
<br />a
<br />USP RT 18 (UNLESS
<br />v
<br />N
<br />OTHERWISE NOTED)
<br />TRUSS SET 13'
<br />0
<br />a
<br />a
<br />T/CMU 9'-4"
<br />USP TA20 ®24° K.O. BLK w/
<br />O.C. STRAPPED TO 1-15 4 SIDES
<br />STUD & BOTTOM
<br />PLATE AND EMBEDDED
<br />INTO BOND BEAM
<br />CEMENT1110US
<br />COATING
<br />1-15 IN FILLED
<br />CELL ® EACH
<br />CORNER MIN
<br />LAP 19"
<br />#5 x 2'-6°
<br />DOWEL EACH
<br />CORNER
<br />GRADE
<br />(SEE FND. PLAN)
<br />e•
<br />•r "
<br />ENTRY COLUMN DE TAIL
<br />N.T.S.
<br />2x6
<br />7/16" OSB SHEATHING (SEE ARCH
<br />WINDOW DETAIL FOR BLOCKING)
<br />1X4 & 2X4 RAMSET
<br />W/ (3) 3-1/2" PINS
<br />CMU ENTRY WALL
<br />ENTRY DETAIL
<br />N.T.S.
<br />
|