|
CODE
<br />FRAME
<br />ROUGH OPENING
<br />CODE
<br />FRAME
<br />ROUGH OPENING
<br />12
<br />18
<br />5
<br />8 X
<br />25
<br />1/2
<br />22
<br />36
<br />1/2
<br />X
<br />25 1/2
<br />13
<br />1858X3778
<br />23
<br />36
<br />1/2
<br />X
<br />37 7/8
<br />14
<br />1858X501
<br />8
<br />24
<br />361
<br />2X501
<br />8
<br />245
<br />36
<br />1/2
<br />X
<br />55 1/2
<br />15
<br />18
<br />5
<br />8 X
<br />62
<br />1/2
<br />25
<br />36
<br />1/2
<br />X
<br />62 1/2
<br />EGRESS
<br />16
<br />18
<br />5
<br />8 X
<br />71
<br />1/2
<br />26
<br />36
<br />1/2
<br />X
<br />71 1/2
<br />EGRESS
<br />17
<br />18
<br />5
<br />8 X
<br />83
<br />1/2-
<br />27
<br />36
<br />1/2
<br />X
<br />83 1/2
<br />EGRESS
<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 />5258X50
<br />i
<br />8
<br />345
<br />52
<br />5
<br />8 X
<br />55 1/2
<br />1 2 35
<br />26
<br />X
<br />62 1/2
<br />35
<br />52
<br />5
<br />8 X
<br />62 1/2
<br />EGRESS
<br />1/2 36
<br />26
<br />X
<br />71 7
<br />8
<br />36
<br />52
<br />5
<br />8 X
<br />71 i Z2
<br />EGRESS
<br />1/2 37
<br />26
<br />X
<br />83 1
<br />8
<br />37
<br />52
<br />5
<br />8 X
<br />83 1/2
<br />EGRESS
<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 />EGRESS
<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 />EGRESS
<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 />EGRESS
<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 />EGRESS
<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'-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, 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 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 2014
<br />REQURRMENTS 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 = It
<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 = t0.18
<br />WITH A MINIMUM COMPRESSIVE 'STRENGTH OF 3000 PSI AT 28 DAYS & 1-15, 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 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
<br />COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO
<br />FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE" FIELD INFECTOR 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 />STEMWALL FOOTING AS SHOWN ON WALL SECTION UP TO 36" HIGH CAN BE GAF SENTINEL/TIMBERLINE/CERTAINTEED FIBERGLASS SHINGLES SECURE
<br />USED WITH UNBALANCED FILL UNBALANCED FILL GREATER THAN 36" SHALL BE wA5) NAILS PER SHINGLE ON UNDERLAYIMENT OVER 7/16" OSB ROOF
<br />TEMPORARILY SUPPORTED DURING BACKFILLING & CONCRETE SLAB PLACEMENT DECK. PRODUCT MEETS ASTM D3462, D3161 F, D7158 G AND UL 997
<br />BY CONTRACTOR. THE MAXIMUM STEMWALL HEIGHT SHALL BE 10'-0' FOR WIND SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN.
<br />WINDOWS 16'x26GA VALLEY METAL PLACED OVER FELT NAILED 12" o.c. 0 EDGES.
<br />WHERE WALLS MEET ROOF LINE, ALL FLASHING SHALL CONFORM TO FBC
<br />ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA REQUIREMENTS. UNDERLAYMENTS SHALL CONFORM WITH ASTM D226, ASTM
<br />101/IS2 STANDARD AND LABELED AS SUCH. WINDOWS TO BE INSTALLED PER D4869, OR ASTM D6757.
<br />MANUFACTURERS REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE. WINDOWS
<br />IN MASONRY WALLS SHALL BE ANCHORED THROUGH 1x BUCK INTO MASONRY. FRAMED WALLS
<br />WINDOWS IN WOOD FRAMED WALLS MAY BE INSTALLED WITHOUT BUCKS. ALL ALL INTERIOR NON -BEARING WALLS MEET R6021.3.1. LUMBER TO BE
<br />MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5x THE DESIGN LOAD. STD FF OR HIGHER GRADE.
<br />THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO BE A MIN. OF ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF.
<br />24' ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON PLAN)
<br />IS LOCATED MORE THAN 72' ABOVE FINISHED GRADE OR THE SURFACE BELOW. FRAMED GARAGE WALLS TO HAVE MIN 1/2' GYPSUM BRD (IF AREA ABOVE
<br />EXCEPT FOR WINDOWS WHOSE OPENINGS WONT ALLOW A 4' DIA. SPHERE TO
<br />PASS AND OPENINGS . THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F GARAGE IS HABITABLE, USE 5/8" TYPE X GYPSUM BRD ON CL.NG).
<br />2006 OR ASTM F 2090. TRUSS ANCHORS
<br />GARAGE DOOR TRUSS TO BLJK WALL CALCULATED FOR WORST CASE SCENERIO (1) SIMPSON
<br />GARAGE DOOR TO BE 140 MPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(9) 10d NAILS 0
<br />2x6 PT EA SIDE w/(3) 1/2'x8' 'J' BOLTS w/2" WASHERS FACED EQUALLY EACH STRAP FOR (1) PLY OR HIP GIRDER. USE (2) SIMPSON HHETA20 EACH END
<br />ALONG LEGNTH EMBEDED INTO POURED CELLS (OPTION: MAY USE 1/2"x6' FOR (2/3) PLY GIRDER. USE (2) SIMPSON HHETA20 EACH END FOR GABLE END
<br />WEDGE ANCHORS W/2' WASHERS) ANCHOR 2x6 PT ABOVE DOOR TO LINTEL W/ TRUSS, USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE
<br />WEDGE ANCHORS, CONCRETE SCREWS OR .145'0 P.D.F.'s A PERMANENT LABEL MISPLACED TRUSS STRAP IN THE CASE WHERE TRUSS STRAP IS MISSING THE
<br />IS REQUIRED AND THE INSTALLATION INSTRUCTIONS ARE REQUIRED TO BE
<br />PROVIDED AND AVAILABLE ON THE JOB SITE AS WELL. THIS ADDITION ENABLES FOLLOWING METHOD MAY BE USED AS AN ALTERNATE. SUBSTITUTE A SIMPSON
<br />ENABLES ASSURANCE OF COMPLIANCE MTS18 OR HUGHES RT18 TW (OR EQUIVALENT) FOR EACH HETA20-18 MISSED.
<br />EXTERIOR PRE -HUNG DOORS CONNECT TRAP TO BOND BEAM WITH (3) 3/16' X 1 3/4' HEX HEAD TAPCONS.
<br />THIS SUBSTITUTION IS GOOD FOR A MAXIMUM UPLIFT OF 1,000# PER STRAP.
<br />1x DOOR BUCK (IF READ) TO BE ATTACHED TO MASONRY WALL w/1 1/2 x.106 WIRE COLLATED NAILS 0 4'O.C. 2x DOOR BUCK (IF READ) TO BE ATTACHED TO ELECTRICAL NOTES
<br />MASONRY WALL w/2 1/2006 WIRE COLLATED NAILS 0 4" O.C. SECURE PRE- ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY
<br />HUNG DOOR UNIT PRE MFG SPECS. AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL
<br />ELEATTIC ACCESS SMOKE IDET.LOCATED ONCWALL 12' TO BOT. OF BOX OUT. VANITY LIGHTS
<br />ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MIN. OPENING OF 80' TO CENTER OF BOX OUT. FRONT DOOR GA 4' OFF SLAB CENTER (SEE
<br />22'x30'. PLAN FOR LOC.) TV & PHONE LOCATIONS PER COLOR SHEET. OTHER
<br />ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS
<br />EXTERIOR SIDING UNDER SINK. MICROWAVE PRE -WIRE. 1OKW & 5 TON - 6/2 ROMEX. FRONT
<br />MIN 3/8" LP SMARTPANEL OR 7/16' OSB SHEATHING NAIL wJ8d CC 6O.C. DOOR GA 4" OFF SLAB CENTER (SEE PLAN FOR LOCATION)
<br />ALL ELECTRICAL AT SLIDING GLASS DOOR TO BE ON RIGHT HAND SIDE
<br />EDGES & 6" O.C. IN FIELDS REGUARDLESS OF GARAGE HANDING.
<br />MISPLACED WALL RIENFORCING NOTE USE OF AFCI RECEPTACLES AND TAMPER
<br />RESISTANT RECEPTACLES
<br />IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING LATH
<br />CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING ALL ATTACHMENTS FOR SECURING WIRE LATH SHALL BE SPACED NOT
<br />IN THE CORRECT ORIGINAL LOCATION. THE BAR SHALL BE TIED INTO THE BOND MORE THAN 6' APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS
<br />BEAM w/ A MIN. HOOK OF 10'. IF THE NEW DOWEL LOCATION IS MORE THAN 8' AND BE TIED BETWEEN SUPPORTS NOT TO EXCEED 9'. ALL METAL LATH
<br />OFFSET FROM ORIGINAL LOCATION THE BOTTOM OF THE BAR SHALL HAVE A SHALL BE LAPPED 1" MIN. METAL WIRE LATH SHALL BE ATTACHED TO
<br />#5x24' LONG DOWEL DRILLED 4' INTO THE CONCRETE SLAB & SET IN SIMPSON VERTICAL
<br />W AO SUPPPENETRORTS WITH OF 3TH� EQUIVALENT
<br />BENT OF 4d (.EAST GALVANIZED
<br />SET EPDXY. 5 LESS THAN $' NO EPDXY NEEDED_ CELL SHALL BE FILLED STRANDS OF LATH. A BOND BREAK SHALL BE PROVIDED BETWEEN THE
<br />w/ A MIN. 2500 PSI CONCRETE. WATER- RESISTIVE BARRIER & THE CEMENT PLASTER CONSISTING OF ONE
<br />FLASHING, SEALANTS, AND WEATHERSTRIPPING OF THE FOLLOWING: TWO LAYERS OF AN APPRVD WATER-RESISTANT
<br />BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT
<br />ALL FENESTRATIONS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE BARRIER OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER
<br />BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C WIRE LATH.
<br />920, ASTM C 1281, AA812, OR OTHER APPROVED STANDARD. FENESTRATION
<br />LOAD -BEARING
<br />PRESSURE
<br />CLASS OF MATERIAL
<br />(LBS. PER SO/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 />JUNCTURE OF EXTERIOR PLASTER AND ANY FENESTRATION PRODUCT IS
<br />READ TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12
<br />PLUMBING
<br />ON MONO SLABS THE SEWER AND HVAC CONDENSATE LINE WILL GO
<br />UNDER THE FOOTER, ON A STEM WALL THE LINES WILL GO THROUGH THE
<br />BLOCK FOR THE LINE THAT PASSES THROUGH IT WILL BE SLEEVED WITH
<br />A PIPE TWICE THE SIZE OF IT 3' WILL BE SLEEVED WITH 6' AND 3/4' WILL BE
<br />SLEEVED WITH 1 1/2'.
<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 />11827 R8
<br />2014
<br />APPR�P
<br />MI WINDOWS AN9
<br />BOORS -
<br />WINB()W5 -SINGLE
<br />HUN6
<br />ALUMINUM 511 WINDOW
<br />RESISTANT GEAZING
<br />15585.1
<br />2014
<br />APPRVD
<br />CROFT LLC
<br />WINDOWS
<br />SINGLE HUNG
<br />96 SERIES
<br />SINGLE HUNG
<br />ALUMINUM SH WINDOW
<br />16079.1
<br />2014
<br />APPRVD
<br />CROFT LLC
<br />EXTERIOR
<br />DOORS
<br />SLIDING EXT
<br />DOOR
<br />ASSEMBLIES
<br />3000 SERIES
<br />SLIDING GLASS DOOR
<br />17680.2
<br />2014
<br />APPRVD
<br />UNITED STEEL
<br />PRODUCTS COMPANY
<br />STRUCTURAL
<br />COMPONENTS
<br />WOOD CONNECTOR
<br />ANCHORS
<br />10655-R3
<br />2014
<br />APPRVD
<br />SIMPSON STING -TIE
<br />COMPANY
<br />STRUCTURAL
<br />COMPONENTS
<br />WOOD CONNECTOR
<br />ANCHORS
<br />1774-R4
<br />2014
<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 />2014
<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-R7
<br />2014
<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 />444.1
<br />2014
<br />APPRVD
<br />CERTAINTEED
<br />CORPORATION
<br />ROOFING
<br />ASPHALT
<br />SHINGLES
<br />3-TAB / ARCH
<br />LAMINATED
<br />SHINGLE
<br />075-R7
<br />2014
<br />APPRVD
<br />FL METAL PRODUCT
<br />COMPANY INC
<br />ROOFING
<br />ROOFING
<br />ACCESSORIES
<br />RIDGE VENT
<br />5219.1-R2
<br />2014
<br />APPRVD
<br />TAMCO
<br />ROOFING
<br />ROOFING
<br />ACCESSORIES
<br />OFF RIDGE VENT
<br />15279.20
<br />2014
<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 />2014
<br />APPRVD
<br />CERTAINTEED
<br />CORPORATION
<br />PANEL WALLS
<br />SOFFITS
<br />VINYL SOFFITS
<br />13192
<br />2014
<br />APPRVD
<br />Worries Hardie,Incc_ building
<br />PANEL WALLS
<br />SIDING
<br />SIDING
<br />DOUBLE DOOR SINGE 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 />I U.N.O.
<br />I 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/15
<br />VERTICAL (COLUMN HEIGHT
<br />PER ELEVATION) (COLUMN
<br />SIZE & REBAR PLACEMENT
<br />PER FLOOR PLAN)
<br />FOOTING DOWELS:
<br />2-15 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 />;ID,'I I TRUSS STRAP PER
<br />11J GENERAL NOTES
<br />PRECAST LINTEL W/(1 5
<br />(T&B) CONTINUOUS SPA
<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 />'s 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 />-SHINGLES
<br />NOTES TYPICAL
<br />EACH SIDE
<br />/
<br />VALLEY FLASHING
<br />DETAIL
<br />NOT TO SCALE
<br />SIDING
<br />METAL
<br />FLASHING
<br />c�
<br />SHINGLE
<br />a
<br />N ROOF CEMENT
<br />ROOF DECK
<br />FLASHING DETAIL
<br />MOTTO SCALE
<br />ROOF VENTILATION CALCULATIONS
<br />FLORIDA BUILDING CODE 2014
<br />SECTION 806.2 - 1/392ga C,
<br />TOTAL ATTIC SPACE - 673.92
<br />NET FREE VENT NEEDED - 3.00
<br /># OF RIDGE VENTS - NA
<br /># OF OFF RIDGE VENTS -
<br />COMPONENTS
<br />FLORIDA
<br />SECTION
<br />AND CLADDING
<br />BUILDING CODE 2014
<br />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 />DO
<br />5
<br />100
<br />+30.0/-36.7
<br />TYPICAL EXAMPLES
<br />A
<br />1/2
<br />32, 1/2 33, 1/2 34,
<br />22
<br />B
<br />1/2
<br />SH
<br />35, 1/2 36, ALL SH
<br />32-34. 3-0 DOOR OR
<br />2_
<br />LESS
<br />C
<br />SH
<br />35, 36, 5-0 OR 6-0
<br />SGD
<br />8-0 SGD, 8-0 OHD
<br />16-0 X
<br />7-0 OHD < +22.0/-26.9
<br />IOOE
<br />"S4
<br />o )
<br />12
<br />191 x26
<br />20X2618
<br />13
<br />191 X 38 3
<br />20X381 2
<br />14
<br />191 X505
<br />20X5034
<br />15
<br />t9 1 X 63
<br />20 X 63 1 8
<br />16
<br />191 X72
<br />20X721 8
<br />17
<br />19 1 X 84
<br />20 X 84 1 8
<br />1 2 32
<br />26 1 x 26
<br />27 3 X 26 1
<br />1233
<br />261 x383
<br />273 x3812
<br />1 234
<br />261 X 50 5
<br />273 X5034
<br />1 2
<br />26 1 X 63
<br />7 X 1
<br />1 2 36
<br />26 1 X 72
<br />27 3 X 72 1
<br />1 2 37
<br />26 1 X 84
<br />27 3 X 84 1
<br />22
<br />36 X 26
<br />27 3 X 26 1
<br />23
<br />36 X 38 3
<br />37 7 x 38 1
<br />24
<br />16 10
<br />377 X5034
<br />245
<br />36 X 50 1 4
<br />Sl 7 X 56 3
<br />25
<br />37 x 63 E
<br />37 7 X 63 1
<br />26
<br />37 X 72 E
<br />37 7 X 72 t
<br />27
<br />37 X 84 E
<br />37 7 X 84 1
<br />485
<br />48 X 63
<br />49 X 63 1 8
<br />32
<br />53 1 X 26
<br />54 X 26 t 8
<br />33
<br />53 1 X 38 3
<br />54 X 38 1 2
<br />34
<br />531 X 50 5
<br />54X5034
<br />345
<br />53 1 x 50 1/4
<br />54 X 56 3 8
<br />35
<br />53 1 X 63 E
<br />54 x 63 1 8
<br />35
<br />53 1 X 72 E
<br />54 x 72 1 8
<br />37
<br />53 1 x 84 E
<br />54 x 84 18
<br />M Q µ,�,�1 .MX5 WCE1181 W 1 NALX OPOOK 5CE
<br />A10 AM (1)`ACRMi W= SIZE FOR 61n1 - .oCt
<br />CODE
<br />SLIDING GLASS
<br />6W
<br />BLOCK
<br />MEMING
<br />SIZE FR"
<br />WEMING
<br />1/4 : 0 1/4
<br />n V4. n
<br />"!•�
<br />I O
<br />1/41 0 1/4
<br />73 V4. n
<br />1/4 1 0 1
<br />pV4. n
<br />10 SA 1 0
<br />M t/e Y 0 1/4
<br />wt . n
<br />19. 5A I 0 IM
<br />7/& 1 0 1/4
<br />IV . In
<br />10"10 1417AI
<br />O1/4
<br />u6 3A.n
<br />bm "M
<br />Vol
<br />m7/llty
<br />m 4M .n
<br />CONVENTIONAL VALLEY
<br />FRAMING DETAIL
<br />GABLE END, COMMON RIDGE BEAM
<br />TRUSS OR GIRDER TRUSS -7(SEE NOTE 16)
<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 PURUNS 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) lad 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. ALUGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO
<br />POST WITH (4) 10d NAILS_ FASTEN POST TO SHEATHING WITH (3) 16d TOE
<br />NABS. FOR PURUN APPUCATION, CONNECT 2x4 POST TO FACE OF TOP CHORD
<br />WITH (4) 10D NAILS.
<br />VALLEY PLATE
<br />(SEE NOTE 14)
<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' 0_C. MAXIMUM
<br />POST SPACING
<br />6 /f� /1, 5
<br />PLANS DESIGNED 81 ENGINEERED
<br />IN ACCORDANCE w/ FLORIDA
<br />BUILDING CODE 2014 5TH EDITHON
<br />REV DATE
<br />1 -
<br />2 -
<br />3 -
<br />J
<br />o
<br />'J
<br />0
<br />o
<br />z
<br />L li
<br />a
<br />z
<br />0
<br />02
<br />ZLL+
<br />" z
<br />W
<br />N
<br />en o
<br />W ~ co
<br />dLL un.
<br />O
<br />aC
<br />N
<br />G1 s � Lo
<br />8�aT
<br />U
<br />U
<br />"
<br />J
<br />3 1 o€
<br />ui ul
<br />c�"Q�'
<br />U
<br />�
<br />w
<br />O Z r E
<br />=.-
<br />u)
<br />ui
<br />v a c�
<br />>�
<br />e�
<br />W
<br />�
<br />E4
<br />O
<br />co
<br />IMM
<br />C
<br />W
<br />W
<br />c
<br />O
<br />F-4
<br />W
<br />W
<br />�
<br />H
<br />O'J
<br />Q)
<br />E
<br />O o
<br />� O
<br />w
<br />� tL
<br />a z
<br />O Y
<br />�L LL g
<br />ZZ O C>
<br />0
<br />• 1--�I o
<br />DRAWN
<br />CAM
<br />CHECKED
<br />CL
<br />DATE
<br />8-17-15
<br />SCALE
<br />NOTED
<br />JOB No.
<br />2895-2-0
<br />SHEET
<br />4
<br />t
<br />N
<br />
|