|
CODE
<br />FRAME
<br />ROUGH OPENING
<br />CODE
<br />FRAME
<br />ROUGH OPENING
<br />12 1
<br />18
<br />5/8
<br />X
<br />25 1/2
<br />22
<br />36
<br />1/2
<br />X
<br />25 1/2
<br />13
<br />18
<br />5/8
<br />X
<br />37 7
<br />8
<br />23
<br />36
<br />1/2
<br />X
<br />37 7
<br />8
<br />14
<br />18
<br />5/8
<br />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 />5/8
<br />X
<br />71 1/2
<br />26
<br />36
<br />1/2
<br />X
<br />71 1/2
<br />17
<br />18
<br />5/8
<br />X
<br />83 1/2
<br />27
<br />36
<br />1/2
<br />X
<br />83 1/2
<br />1/2 32
<br />26
<br />X
<br />25 1/2
<br />32
<br />52
<br />5/8
<br />X
<br />25 1/2
<br />1/2 33
<br />26X3778
<br />33
<br />5258X3778
<br />1/2 34
<br />26
<br />X
<br />50 1
<br />8
<br />34
<br />52
<br />5
<br />8 X
<br />50 1
<br />8
<br />345
<br />52
<br />5/8
<br />X
<br />55 1/2
<br />1/2 35
<br />26
<br />X
<br />62 1/2
<br />35
<br />52
<br />5/8
<br />X
<br />62 1/2
<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 />1 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'-O" AWAY FROM BUILDING SIDE WALLS.
<br />IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN
<br />1'-O" 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, RETREATMENTIS 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 1'-O" 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'-O" 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 />MASONRY GENERAL NOTES STRUCTURAL DESIGN CRITERIA
<br />1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODE 1. FBC / FBCR 2010
<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 COEFFICIENT = 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 />VERTICAL. 8. ROOF LOADS: LIVE LOAD-20 PSF/DEAD LOAD-10 PSF
<br />5. PROVIDE KNOCK -OUT IN CONCRETE MASONRY UNIT AT BASE OF EACH FILLED 9. COMPONENT & CLADDING WALL PRESSURE= (+35.3) (-47.2) PSF (MAX)
<br />CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION. ROOFING / FLASHING
<br />DRAINAGE ROOF DEAD LOAD - 7# P.S.F. ROOF LIVE LOAD - 20# P.S.F. ALL ROOF
<br />PROVIDE AN ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO
<br />FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE" FIELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
<br />CIRCUMSTANCES. THE ALTERNATIVE IS TO PROVIDE A MINIMUM OF 5%
<br />SLOPE AWAY FROM THE FOUNDATION. PROVIDED.) ROOF SHEATHING NAILING SCHEDULE FOR 7/16" OSB ROOF
<br />STEMWALL FOOTING DECK, USE 8d CC NAILS, SPACE 6" O.C. AT EDGES & 6" O.C. IN FIELDS.
<br />GAF SENTINEL/TIMBERLINE/CERTAINTEED FIBERGLASS SHINGLES SECURE
<br />STEMWALL FOOTING AS SHOWN ON WALL SECTION UP TO 36" HIGH CAN BE w/(5) NAILS PER SHINGLE ON 15# FELT OVER 7/16" OSB ROOF DECK.
<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
<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.
<br />ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA FRAMED WALLS
<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.
<br />IN MASONRY WALLS SHALL BE ANCHORED THROUGH 1x BUCK INTO MASONRY. ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF.
<br />WINDOWS IN WOOD FRAMED WALLS MAY BE INSTALLED WITHOUT BUCKS. ALL ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON PLAN)
<br />MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5x THE DESIGN LOAD. FRAMED GARAGE WALLS TO HAVE MIN 1/2" GYPSUM BRD (IF AREA ABOVE
<br />THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO BE A MIN. OF GARAGE IS HABITABLE, USE 5/8" TYPE X GYPSUM BIRD ON CLNG).
<br />24" ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW
<br />IS LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR THE SURFACE BELOW. TRUSS ANCHORS
<br />EXCEPT FOR WINDOWS WHOSE OPENINGS WONT ALLOW A 4" DIA. SPHERE TO TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) SIMPSON
<br />PASS AND OPENINGS THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(9) 10d NAILS
<br />2006 OR ASTM F 2090. EACH STRAP FOR (1) PLY OR HIP GIRDER. USE (2) SIMPSON HHETA20 EACH END
<br />GARAGE DOOR FOR (2/3) PLY GIRDER. USE (2) SIMPSON HHETA20 EACH END FOR GABLE END
<br />GARAGE DOOR TO BE 140 MPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL TRUSS, USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE
<br />2x6 PT EA SIDE wA3) 1 /2"x8" "J" BOLTS w/2" WASHERS SPACED EQUALLY 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" 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/ MTS18 OR HUGHES RT18 TW (OR EQUIVALENT) FOR EACH HETA20-18 MISSED.
<br />ISDGE REQUIRED ANCHORS,CONCRETE
<br />THE CINSTALLATION INSTRUCTIONS DARE EQUIREDNTO BEENT CONNECT () /
<br />CONNECT TRAP TO BOND BEAM WITH 3 3 16" X 1 3/4" HEX HEAD TAPCONS.
<br />PROVIDED AND AVAILABLE ON THE JOB SITE AS WELL. THIS ADDITION ENABLES THIS SUBSTITUTION IS GOOD FOR A MAXIMUM UPLIFT OF 1,000# PER STRAP.
<br />ENABLES ASSURANCE OF COMPLIANCE ELECTRICAL NOTES
<br />EXTERIOR PRE -HUNG DOORS ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY
<br />1x DOOR BUCK ( IF READ) TO BE ATTACHED TO MASONRY WALL w 1 1/2 x.106 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 SMOKE DET. LOCATED ON WALL 12" TO BOT. OF BOX OUT. VANITY LIGHTS
<br />MASONRY WALL w/2 1/2x.106 WIRE COLLATED NAILS ® 4" O.C. SECURE PRE- 80" TO CENTER OF BOX OUT. FRONT DOOR GFI 4" OFF SLAB CENTER (SEE
<br />HUNG DOOR UNIT PRE MFG SPECS. PLAN FOR LOC.) TV & PHONE LOCATIONS PER COLOR SHEET. OTHER
<br />ATTIC ACCESS ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS
<br />UNDER SINK. MICROWAVE PRE -WIRE. 1OKW & 5 TON - 6/2 ROMEX. FRONT
<br />ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MIN. OPENING OF DOOR GFI 4" OFF SLAB CENTER (SEE PLAN FOR LOCATION)
<br />22%30". ALL ELECTRICAL AT SLIDING GLASS DOOR TO BE ON RIGHT HAND SIDE
<br />EXTERIOR SIDING REGUARDLESS OF GARAGE HANDING.
<br />MIN 3/8" LP SMARTPANEL OR 7/16" OSB SHEATHING NAIL w/8d CC 6" O.C. LATH
<br />EDGES & 6" O.C. IN FIELDS ALL ATTACHMENTS FOR SECURING WIRE LATH SHALL BE SPACED NOT
<br />MISPLACED WALL RIENFORCING NOTE MORE THAN 6" APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS
<br />AND BE TIED BETWEEN SUPPORTS NOT TO EXCEED 9". ALL METAL LATH
<br />IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING SHALL BE LAPPED 1" MIN. METAL WIRE LATH SHALL BE ATTACHED TO
<br />CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING NAILS C WITH WOOD
<br />PENETRATION WOFH3/4 AND EQUIVALENT ENT OVER 4ATGLEASTGALVANIZED
<br />IN THE CORRECT ORIGINAL LOCATION. THE BAR SHALL BE TIED INTO THE BOND STRANDS OF LATH. A BOND BREAK SHALL BE PROVIDED BETWEEN THE
<br />BEAM w/ A MIN. HOOK OF 10". THE BOTTOM OF THE BAR SHALL HAVE A WATER- RESISTIVE BARRIER & THE CEMENT PLASTER CONSISTING OF ONE
<br />#5x24" LONG DOWEL DRILLED 4" INTO THE CONCRETE SLAB & SET IN SIMPSON OF THE FOLLOWING: TWO LAYERS OF AN APPRVD WATER-RESISTANT
<br />SET EPDXY. CELL SHALL BE FILLED w/ A MIN. 2500 PSI CONCRETE. BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT
<br />BARRIER OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER
<br />FLASHING, SEALANTS, AND WEATHERSTRIPPING WIRE LATH.
<br />ALL FENESTRATIONS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE FENESTRATION
<br />BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C JUNCTURE OF EXTERIOR PLASTER AND ANY FENESTRATION PRODUCT IS
<br />920, ASTM C 1281, AA812, OR OTHER APPROVED STANDARD. REQD TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12
<br />SINGLE DOOR
<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 />DOORS-
<br />BOOR
<br />ASSEMBLIES
<br />IMPAG
<br />DOORS
<br />DOORS -
<br />--- -DE)OR
<br />WITH NON
<br />RESISTANT GLAZING
<br />10788
<br />2010
<br />APPRVD
<br />ALENCO WINDOWS
<br />WINDOWS
<br />SINGLE HUNG
<br />3700 SERIES
<br />SINGLE HUNG
<br />ALUMINUM SH WINDOW
<br />WITH IMPACT
<br />RESISTANT GLAZING
<br />14634.2
<br />2010
<br />APPRVD
<br />PLYGEM WINDOWS
<br />EXTERIOR
<br />DOORS
<br />SLIDING EXT
<br />DOOR
<br />ASSEMBLIES
<br />4700 SERIES
<br />SINGLE HUNG
<br />ALUMINUM SH WINDOW
<br />WITH IMPACT
<br />RESISTANT GLAZING
<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 CONIC
<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 />PlyFASTner LLC
<br />ISTRUC COMP
<br />ANCHORS
<br />DOUBLE DOOR SINGLE DOOR W/ SDLT SINGLE DOOR W/(2) SDLTS
<br />EXTERIOR PRE -HUNG DOORS
<br />SECURE PRE -HUNG DOOR UNIT
<br />USE #10 WOOD SCREWS/TAPCONS
<br />USE SIMPSON 1/4" X 1 1/2" MIN NAILON PINS AT THRESHOLD
<br />DOOR INSTALATION/FASTENER PLACEMENT
<br />NOT TO SCALE
<br />ROOF PITCH
<br />PER ELEVATION
<br />�- CONNECT BEAM TO TRUSS
<br />W/SIMPSON MTS12.
<br />U.N.O.
<br />2 SYP BEAM (SIZE PER
<br />PLAN) STRAP W/(1) SIMPSON
<br />HETA20
<br />ALL CELLS THAT FLOOR
<br />PLAN INDICATES REBAR
<br />SHALL BE CONCRETE FILLED.
<br />CMU COLUMN AT FRONT
<br />ENTRY PORCH W/#5
<br />VERTICAL. COLUMN HEIGHT
<br />PER ELEVATION) (COLUMN
<br />SIZE & REBAR PLACEMENT
<br />PER FLOOR PLAN)
<br />FOOTING DOWELS:
<br />2-#5 EMBED. 6" MIN.
<br />INTO FTG. W/ 90" HOOK
<br />PAD PER FOUND PLAN
<br />MASONRY COLUMN DETAIL
<br />W/UPSET BEAM (ENTRY)
<br />NOT TO SCALE
<br />ROOF PITCH
<br />PER ELEVATION
<br />TRUSS STRAP PER
<br />11J GENERAL NOTES
<br />PRECAST LINTEL W/(1) #5
<br />(T&B) CONTINUOUS SPAN
<br />BETWEEN COLUMNS W/MIN.
<br />8" BEARING SURFACE
<br />EACH END CAP
<br />ALL CELLS THAT FLOOR
<br />PLAN INDICATES REBAR
<br />SHALL BE CONCRETE FILLED.
<br />CMU COLUMN AT FRONT
<br />ENTRY PORCH W/#5
<br />VERTICAL. COLUMN HEIGHT
<br />PER ELEVATION) (COLUMN
<br />SIZE & REBAR PLACEMENT
<br />PER FLOOR PLAN)
<br />FOOTING DOWELS:
<br />2-#5 EMBED. 6" MIN.
<br />INTO FTG. W/ 90" HOOK
<br />PAD PER FOUND PLAN
<br />MASONRY COLUMN DETAIL
<br />W/PRECAST LINTEL
<br />NOT TO SCALE
<br />26 GA VALLEY METAL
<br />(SEE GENERAL NOTES
<br />FOR NAIL PATTERN)
<br />ROOF DECK
<br />W/15# FELT
<br />N, SHINGLES
<br />NOTES TYPICAL
<br />EACH SIDE
<br />VALLEY FLASHING DETAIL
<br />NOT TO SCALE
<br />(I METAL
<br />FLASHING
<br />CD
<br />SHINGLE
<br /><c
<br />LJ
<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 />N0.
<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 />+30.0/-36.7
<br />TYPICAL EXAMPLES
<br />A
<br />1/2
<br />32, 1/2
<br />33, 1/2 34, 22
<br />B
<br />1/2
<br />SH
<br />35, 1/2
<br />32-34, 3-0
<br />36, ALL SH 2-
<br />DOOR OR LESS
<br />C
<br />SH
<br />35, 36, 5-0
<br />OR 6-0 SGD
<br />D
<br />8-0 SGD, 8-0
<br />OHD
<br />16-0
<br />X
<br />7-0 OHD
<br />< +22.0/-26.9
<br />CONVENTIONAL VALLEY
<br />FRAMING DETAIL_
<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 PURUNS 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 />HIP SET TRUSSES
<br />(2) 2X10 CONNECT TO OUTSIDE
<br />SYP BEAM BEAMS W/USP HC
<br />CONNECT BEAMS W/
<br />HUC 2x10 -2 OR
<br />EQUAL
<br />=11=1
<br />(2) 2X10 SYP BEAM
<br />(2) 2X4 CONNECTED
<br />TO COLUMN W/(2)
<br />USP TA20 & TO (2)
<br />2X10 BEAM W/(2)
<br />USP RT18
<br />DECORATIVE
<br />FRAME
<br />16"0 COLUMN
<br />W/(2) #5
<br />- 24" X 24" CMU o
<br />COLUMN d
<br />COLUMN PAD
<br />PER FOUNDATION PLAN
<br />FRONT VIEW
<br />COLUMN
<br />LOAD -BEARING
<br />PRESSURE SIMPSON H2.5 CLIP
<br />CLASS OF MATERIAL (LBS. PER SQ/FT)
<br />TRUSS TO TOP (2)
<br />CRYSTALLINE BEDROCK 12,000 PLATE (TYP)
<br />7/16" OSB SHEATHING
<br />ROOF SHEATHING
<br />SEDIMENTARY AND FOLIATED ROCK 4,000 (CONT.) ATTACH W/
<br />PER GENERAL NOTES
<br />SANDY GRAVEL AND/OR GRAVEL 3,000 8d NAILS © 6"o.c.
<br />XEDGE
<br />BACK NAIL W/ (2)
<br />W/SIMPON H2.5 (OR12d COMMONS
<br />ATTACH TO TOP CHORDk'r"0R'Lc"
<br />(GW AND GP) & FIELD
<br />EQUAL)
<br />2X4 LADDER/OUTLOOKER
<br />SAND, SILTY SAND, CLAYEY SAND, 2,000
<br />1
<br />Q
<br />24" OVERHANG SPACE 24` SCISSOR TRUSS
<br />Q.C. 12"/16" OVERHANG
<br />SILTY GRAVEL AND CLAYEY GRAVEL (2) 2X4 Li
<br />SPACE 48" O.C.
<br />(SW SP,SM,SC,GM AND GC TOP PLATE Q
<br />)
<br />SIDING OR SHEATHING
<br />(SEE GENERAL NOTES
<br />CLAY, SANDY CLAY, SILTY CLAY, 1,500 2X4 �"�
<br />ATTACHMENT) FOR PANEL SIZE &
<br />2x4 RAT RUNS OR 2x4 BLOCKING
<br />o
<br />CLAYEY SILT, SILT AND SANDY SILT 16" O.C.
<br />FRAM ING
<br />ATTACH 2X4 DIAPHRAM TO SPACES FROM EACH ENDRATTA H
<br />(CL,ML,MH AND CH)
<br />GABLE TRUSS VERTICAL TO EACH BOTTOM CHORD MIN. (2)
<br />2X4 BOTTOM
<br />WEBS W /(2) 1Od 10d COMMON NAILS
<br />PLATE
<br />COMMON NAILS REW L NAILER
<br />GABLE END TRUSS KNEE WALL
<br />TRUSS BRACING PER STRAP TRUSS W/ SIMPSON
<br />TRUSS MFG. SPECS H"O (OR EQUAL) USING
<br />SIMPSON HETA20 © 24" O.C. STRAPPED
<br />CONTINUOUS (6) 10d NAILS (MIN) O 48"
<br />TO STUD & BOTTOM PLATE AND
<br />FOYER
<br />ARCH
<br />DETAIL
<br />(1)N#58EAM REBAR/
<br />EMBEDDED INTO BOND BEAM
<br />CATHEDRAL ® CABLE DETAIL
<br />NOT TO
<br />SCALE
<br />STRUCTURALLY CONTINUOUS WALL
<br />KNEE WALL DETAIL
<br />NOT TO SCALE
<br />NOT TO SCALE
<br />VALLEY PLATE
<br />(SEE NOTE #4)
<br />POST SEE
<br />NOTE 8)
<br />GABLE END, COMMON
<br />TRUSS OR GIRDER TRUSS
<br />LIVE LOAD = 30 PSF (MAX)
<br />DEAD LOAD = 15 PSF (MAX)
<br />D.O.L. INC. = 1.15
<br />ASCE 7-10 (MWFRS) 140 MPH
<br />NOTE 48" O.C. MAXIMUM
<br />POST SPACING
<br />OSB ROOF DECK -
<br />OVER ROOF SYSTEM
<br />(2) 2X10
<br />SYP BEAM
<br />CONNECT BEAM TO--J
<br />TRUSS BELOW W/
<br />MIN. (1) USP RT18
<br />SIDE VIE W
<br />L(2) 2X10 #2 SYP
<br />ATTACH TO KNEE
<br />WALLS W/(1) USP
<br />RT18 (0 EQUAL)
<br />6'-6"
<br />ENTRY
<br />2X10 #2 SYP
<br />BEAM/HEADER
<br />(TYPICAL)
<br />2) 2X4 16"0 CMU
<br />ON 2424 BASE
<br />TOP VIE W
<br />W/KNEE WALL DETAIL
<br />NOT TO SCALE
<br />STOP
<br />COLUMNS
<br />® 7'-4"
<br />2) 2X4
<br />
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