|
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 />1858X501
<br />8
<br />24
<br />361
<br />2X501
<br />8
<br />245
<br />36
<br />1
<br />2 X
<br />55 1
<br />2
<br />15
<br />18
<br />5/8
<br />X
<br />62 1
<br />2
<br />25
<br />36
<br />1
<br />2 X
<br />62 1
<br />2 EGRESS
<br />16
<br />1858X71
<br />1
<br />2
<br />26
<br />361
<br />2X71
<br />1
<br />2EGRESS
<br />17
<br />18
<br />5/8
<br />X
<br />83 1
<br />2
<br />27
<br />36
<br />1
<br />2 X
<br />83 1
<br />2EGRESS
<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 />5/8
<br />X
<br />55 1
<br />2
<br />1 2 35
<br />26
<br />X
<br />62 1
<br />2
<br />35
<br />52
<br />5/8
<br />X
<br />62 1
<br />2 EGRESS
<br />1/2 36
<br />26X71
<br />78
<br />36
<br />5258X71
<br />1
<br />2EGRESS
<br />12 3
<br />2
<br />_X
<br />83 1
<br />37
<br />2
<br />5/8
<br />X
<br />83 1.
<br />2 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'-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 FORM& 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'-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 />MASONRY GENERAL NOTES
<br />STRUCTURAL DESIGN CRITERIA
<br />1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODE
<br />1. FBC / FBCR 5th EDITION 2014
<br />REQUIRMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-11).
<br />2. ASCE/SEI 7-10 CODE (140 mph)
<br />2. CONCRETE BLKS SHALL CONFORM TO ASTM C 90 (28 DAY STRENGTH=2000
<br />3. STRUCTURE RISK CATEGORY = II
<br />PSI, FM=1350 PSI) LAID IN RUNNING BOND.
<br />4. ENVELOPE PROCEDURE FOR LOW RISE BUILDINGS
<br />3. MORTAR SHALL BE TYPE S OR M.
<br />5. EXPOSURE FACTOR = B
<br />4. WHERE SHOWN, CELLS OF MASONRY BLOCK SHALL BE FILLED WITH CONCRETE
<br />6. INTERNAL PRESSURE COEFFICIENT = t0.18
<br />WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS & 1-#5,
<br />7. 2nd FL LOADS: LIVE LOAD-40 PSF/DEAD LOAD-10 PSF
<br />VERTICAL.
<br />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
<br />9. COMPONENT & CLADDING WALL PRESSURE= (+35.3) (-47.2) PSF (MAX)
<br />CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION.
<br />ROOFING / FLASHING
<br />DRAINAGE
<br />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
<br />COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO
<br />FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE"
<br />FIELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
<br />CIRCUMSTANCES. THE ALTERNATIVE IS TO PROVIDE A MINIMUM OF 5%
<br />PROVIDED.) ROOF SHEATHING NAILING SCHEDULE FOR 7/16" OSB ROOF
<br />SLOPE AWAY FROM THE FOUNDATION.
<br />DECK, USE 8d RING SHANK NAILS, SPACE 6" O.C. AT EDGES & 6" O.C.
<br />STEMWALL FOOTING
<br />IN FIELDS. GAF SENTINEL/TIMBERLINE/CERTAINTEED FIBERGLASS SHINGLES
<br />STEMWALL FOOTING AS SHOWN ON WALL SECTION UP TO 36" HIGH CAN BE
<br />SECURE w/(5) NAILS PER SHINGLE ON UNDERLAYMENT OVER 7/16" OSB
<br />USED WITH UNBALANCED FILL. UNBALANCED FILL GREATER THAN 36" SHALL BE
<br />ROOF DECK. PRODUCT MEETS ASTM D3462, D3161 F, D7158 G AND UL
<br />TEMPORARILY SUPPORTED DURING BACKFILLING & CONCRETE SLAB PLACEMENT
<br />997 FOR WIND SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN.
<br />BY CONTRACTOR. THE MAXIMUM STEMWALL HEIGHT SHALL BE 10'-0"
<br />16"x26GA VALLEY METAL PLACED OVER UNDERLAYMENT NAILED 12" o.c.
<br />WINDOWS
<br />0 EDGES. WHERE WALLS MEET ROOF LINE, ALL FLASHING SHALL CONFORM
<br />ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA TO FBCREQUIREMENTS.M T
<br />101/IS2 STANDARD AND LABELED AS SUCH. WINDOWS TO BE INSTALLED PER
<br />ASTMRLA57NTS INSTALLEDLCONFORM
<br />ASTM AND
<br />D226,MANUFACTURERS '
<br />REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE. WINDOWS
<br />MANUFACTURERS SPECS.
<br />IN MASONRY WALLS SHALL BE ANCHORED THROUGH 1x BUCK INTO MASONRY.
<br />FRAMED WALLS
<br />WINDOWS IN WOOD FRAMED WALLS MAY BE INSTALLED WITHOUT BUCKS. ALL
<br />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.
<br />STD SPF OR HIGHER GRADE.
<br />THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO BE A MIN. OF
<br />24" ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW
<br />ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF.
<br />IS LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR THE SURFACE BELOW.
<br />ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON PLAN)
<br />EXCEPT FOR WINDOWS WHOSE OPENINGS WONT ALLOW A 4" DIA. SPHERE TO
<br />FRAMED GARAGE WALLS TO HAVE MIN 1/2" GYPSUM BIRD (IF AREA ABOVE
<br />PASS AND OPENINGS THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F
<br />GARAGE IS HABITABLE, USE 5/8" TYPE X GYPSUM BRD ON CLNG).
<br />2006 OR ASTM F 2090.
<br />TRUSS ANCHORS
<br />GARAGE DOOR
<br />TRUSS TO BILK WALL CALCULATED FOR WORST CASE SCENERIO (1) SIMPSON
<br />GARAGE DOOR TO BE 140 MPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL
<br />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 SPACED EQUALLY
<br />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"
<br />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/
<br />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
<br />IS REQUIRED AND THE INSTALLATION INSTRUCTIONS ARE REQUIRED TO BE
<br />MISPLACED TRUSS STRAP IN THE CASE WHERE TRUSS STRAP IS MISSING THE
<br />PROVIDED AND AVAILABLE ON THE JOB SITE AS WELL. THIS ADDITION ENABLES
<br />FOLLOWING METHOD MAY BE USED AS AN ALTERNATE. SUBSTITUTE A SIMPSON
<br />ENABLES ASSURANCE OF COMPLIANCE
<br />MTS18 OR HUGHES RT18 TW (OR EQUIVALENT) FOR EACH HETA20-18 MISSED.
<br />EXTERIOR PRE -HUNG DOORS
<br />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
<br />ELECTRICAL NOTES
<br />WIRE COLLATED NAILS 0 4"O.C. 2x DOOR BUCK (IF READ) TO BE ATTACHED TO
<br />MASONRY WALL w/2 1/2x.106 WIRE COLLATED NAILS ® 4" O.C. SECURE PRE-
<br />ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY
<br />HUNG DOOR UNIT PRE MFG SPECS.
<br />AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL
<br />ELECTRIC CODE (2011 NEC).
<br />ATTIC ACCESS
<br />SMOKE DIET. LOCATED ON WALL 12" TO BOT. OF BOX OUT. VANITY LIGHTS
<br />ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MIN. OPENING OF
<br />80" TO CENTER OF BOX OUT. FRONT DOOR GFI 4" OFF SLAB CENTER (SEE
<br />PLAN FOR LOC.) TV & PHONE LOCATIONS PER COLOR SHEET. OTHER
<br />22"00".
<br />ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS
<br />EXTERIOR SIDING
<br />UNDER SINK. MICROWAVE PRE -WIRE. 1OKW & 5 TON - 6/2 ROMEX. FRONT
<br />MIN 3/8" LP SMARTPANEL OR 7 OSB SHEATHING NAIL w CC 6" O.C.DOOR
<br />16
<br />/ " 8d
<br />/
<br />GFI 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
<br />REGUARDLESS OF GARAGE HANDING.
<br />MISPLACED WALL RIENFORCING NOTE
<br />USE OF AFCI RECEPTACLES AND TAMPER
<br />RESISTANT RECEPTACLES
<br />IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING
<br />LATH
<br />CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING
<br />ALL ATTACHMENTS FOR SECURING WIRE LATH SHALL BE SPACED NOT
<br />IN THE CORRECT ORIGINAL LOCATION. THE BAR SHALL BE 11ED INTO THE BOND
<br />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"
<br />AND BE 11ED BETWEEN SUPPORTS NOT TO EXCEED 9". ALL METAL LATH
<br />OFFSET FROM ORIGINAL LOCATION THE BOTTOM OF THE BAR SHALL HAVE A
<br />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
<br />VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4d GALVANIZED
<br />SET EPDXY. IF LESS THAN 8" NO EPDXY NEEDED. CELL SHALL BE FILLED
<br />NAILS WITH A PENETRATION OF 3/4 AND BENT OVER AT LEAST 3
<br />w/ A MIN. 2500 PSI CONCRETE.
<br />STRANDS OF LATH. A BOND BREAK SHALL BE PROVIDED BETWEEN THE
<br />WATER- RESISTIVE BARRIER & THE CEMENT PLASTER CONSISTING OF ONE
<br />FLASHING, SEALANTS, AND WEATHERSTRIPPING
<br />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
<br />BARRIER OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER
<br />BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C
<br />WIRE LATH.
<br />920, ASTM C 1281, AA812, OR OTHER APPROVED STANDARD.
<br />FFNFSTRATInN
<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 />JUNCTURE OF EXTERIOR PLASTER AND ANY FENESTRATION PRODUCT IS
<br />REQD 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 />RECIRCULATION OF AIR
<br />M1507.2 EXHAUSET AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE
<br />RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL
<br />BE EXHAUSTED DIRECTLY TO THE OUTDOORS.
<br />APPLIANCE PROTECTION
<br />M1307.3.1 ALL APPLIANCES SHALL BE PROTECTED FROM IMPACT BY AN
<br />APPROVED BARRIER
<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 />BOOR
<br />BOOR
<br />W:R I NON IMPAG
<br />BOORS
<br />BOORS -
<br />---
<br />DOOR
<br />11345-R2
<br />2014
<br />APPRVD
<br />CROFT LLC
<br />WINDOWS
<br />FIXED
<br />4400 SERIES
<br />ALUM. PICTURE WINDOW
<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 STONG-TIE
<br />COMPANY
<br />STRUCTURAL
<br />COMPONENTS
<br />WOOD CONNECTOR
<br />ANCHORS
<br />1774--134
<br />2014
<br />APPRVQ
<br />COMMERCIAL CONC
<br />PRODUCTS, INC.
<br />STRUCTURAL
<br />COMPONENTS
<br />PRECAST/PRE-
<br />STRESSED
<br />LINTELS
<br />8" &12" 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 />219.1-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 />Foducts0 Inic Building
<br />PANEL WALLS
<br />SIDING
<br />LAP SIDING
<br />9190-R6
<br />2014
<br />APPRVD
<br />LP Building Products
<br />PANEL WALLS
<br />SIDING
<br />SMART PANEL
<br />ENG. WOOD EXT PANEL
<br />17194.1
<br />1 2014
<br />1 APPRVDI
<br />ROBETEX INC
<br />I ROOFING
<br />UNDERLAYMENT
<br />TECH WRAP
<br />SYN. UNDERLAYMENT
<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 INSTALATIONIFASTENER PLACEMENT
<br />NOT T SCALE
<br />ROOF PITCH
<br />PER ELEVATION
<br />ROOF PITCH
<br />PER ELEVATION
<br />---CONNECT BEAM TO TRUSS
<br />W/SIMPSON MTS12.
<br />U.N.O.
<br />,II,
<br />W
<br />I
<br />TRUSS STRAP PER
<br />GENERAL NOTES
<br />#2 SYP BEAM (SIZE PER
<br />PLAN) STRAP W/(1) SIMPSON
<br />HETA20
<br />ISURFACE
<br />I
<br />PRECAST LINTEL W 1 #N5
<br />BE&TW►EENONTINUOUS 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 />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. (COLLI N 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 />HALL BATH ELEVATION
<br />MASTER BATH ELEVATION
<br />CMU COLUMN AT FRONT
<br />ENTRY PORCH W/#5
<br />VERTICAL. (COLU 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 />i- -
<br />'� PAD PER FOUND PLAN
<br />MASONRY COLUMN DETAIL
<br />W/PRECAST LINTEL
<br />NOT TO SCALE
<br />KITCHEN ELEVATION #3
<br />26 GA VALLEY METAL
<br />(SEE GENERAL NOTES
<br />FOR NAIL PATTERN)
<br />ROOF DECK
<br />W/15# FELT
<br />NOTES TYPICAL
<br />EACH SIDE
<br />VALLEY FLASHING DETAIL
<br />SIDING NOT To SCALE
<br />METAL
<br />FLASHING
<br />SHINGLE
<br />: 1. ROOF CEMENT
<br />ROOF DECK
<br />FLASHING DETAIL
<br />NOT TO SCALE
<br />CIABINET E'LEVA TIONS I
<br />ROOF VENTILATION CALCULATIONS
<br />FLORIDA BUILDING CODE 2014
<br />SECTION 806.2 - 1 300
<br />TOTAL ATTIC SPACE - 2065.00
<br />NET FREE VENT NEEDED - 495.60
<br /># OF RIDGE VENTS - 3
<br /># OF OFF RIDGE VENTS - NA
<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 />1 5
<br />1 50
<br />+31.6/-39.8
<br />DD
<br />1 5
<br />1
<br />3UX '-36.7
<br />TYPICAL EXAMPLES
<br />A
<br />1 /2 32, 1 /2 33, 1 /2 34, 22
<br />B
<br />1 /2 35, 1 /2 36, ALL SH 2-
<br />SH 32-34, 3-0 DOOR OR LESS
<br />C
<br />SH 35, 36, 5-0 OR 6-0 SGD
<br />8-0 SGD, 8-0 OHD
<br />16-0 X 7-0 OHD < +22.0/-26.9
<br />KITCHEN ELEVATION #2
<br />/4 » _ 1'
<br />CONVENTIONAL VALLEY
<br />FRAMING DETAIL
<br />GABLE END, COMMON RIDGE BEAM
<br />TRUSS OR GIRDER TRUSS - (SEE NOTE 16)
<br />VALLEY RAFTERS
<br />(24' O.C. MAX)
<br />TRUSS TYPICAL
<br />(24" 15.Cr
<br />POST (SEE
<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 BOT OM 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 RAFUS WITH 2 x 4 P057S 48' O.G, (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) 1 od 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) 1OD NAILS.
<br />CODE
<br />*ACTUAL* FLANGE
<br />WIN SIZES
<br />CK OPENING
<br />F GHT OOUNG)
<br />12
<br />191 8X26
<br />20X261 8
<br />13
<br />191 BX3838
<br />20X381 2
<br />14
<br />191 8X5058
<br />20X5034
<br />15
<br />191 8X63
<br />20X6318
<br />16
<br />191 8X72
<br />20X721 8
<br />17
<br />191 8X84
<br />20X841 8
<br />1/2 32
<br />261 8X26
<br />2738X261 8
<br />1 233
<br />261 8X3838
<br />2738X381 2
<br />1 234
<br />261 8X5058
<br />2738X5034
<br />1 235
<br />261 8X63
<br />2738X631 8
<br />1 236
<br />26118 X72
<br />2738X721 8
<br />1 237
<br />261 8X84
<br />2738X841 8
<br />22
<br />36X26
<br />2738X261 8
<br />23
<br />36X3838
<br />3778X381 2
<br />24
<br />36X5058
<br />3778X5034
<br />245
<br />36X501 4
<br />3778X5638
<br />25
<br />37 X 63 EGRESS
<br />37 7/8 X 63 1 8
<br />26
<br />37 X 72 EGRESS
<br />37 7/8 X 72 1 8
<br />27
<br />37 X 84 EGRESS
<br />37 7/8 X 84 1 8
<br />485
<br />48 X 63 EGRESS
<br />49 X 63 1 8
<br />32
<br />53 1 8 X 26
<br />54 X 26 1 8
<br />33
<br />53 1 8 X 38 318
<br />54 X 38 1 2
<br />34
<br />531 8X5058
<br />54X5034
<br />1 8 X 1/4
<br />X _
<br />35
<br />53 1 8 X 63 EGRESS
<br />54 X 63 1 8
<br />36
<br />53 t 8 X 72 EGRESS
<br />54 X 72 1 8
<br />37
<br />53 1 8 X 84 EGRESS
<br />54 X 84 1 8
<br />NOTE 11U LING Th100N5 7OGEIFER TAKE-�ZBLOCK OPEIt SQE
<br />AND AOO (1) ACTUAL 9InDOw SQE FOR EACH xooNVIL w�IDOw.
<br />SuaI cxwsS DOORS
<br />BLOCK
<br />OPENING
<br />SIZE FRAM
<br />FRAME OPENING
<br />II
<br />80 X M
<br />80 1/4 X 8D 1/4
<br />61 4 s 81
<br />II
<br />f
<br />72 X 80
<br />1/4 X 8D 1/4
<br />7! 4.81
<br />9g X 8D
<br />1/4 X 80 1/4
<br />97 4 a 81
<br />»
<br />tag SA x w
<br />108 7/8 X 80 1/4
<br />108 3A a.Q1
<br />4�x
<br />119 S/0 X 00
<br />119 7/8 X W 1/4
<br />121 t M
<br />tm s wax
<br />142 5/8 X 80
<br />142 7/8 X E 1/4
<br />144 : 81
<br />!-
<br />143 5A X 8D
<br />143 7/5 X W 1/4
<br />145 a M
<br />41
<br />191 S/8 X 8D
<br />1123 7/8 X 1/4
<br />193 3A a 81
<br />KITCHEN ELEVATION #1
<br />2x4 RAT RUNS OR
<br />2X4 BLOCKING 4'-0'
<br />O.C. FOR FIRST FOUR
<br />FRAMING SPACES
<br />FROM EACH END
<br />STRAP TRUSS W/
<br />%FSON HETA20 (OR
<br />EQUAL) USING (6)
<br />10d NAILS (MIN) 6
<br />48' O.C.
<br />VALLEY PLATE
<br />(SEE NOTE #4)
<br />IP400TSTE F8
<br />GABLE ENO, COMMON
<br />LNE 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 />2X6 PLATE
<br />CONTINUOUS 14'
<br />LENGTHS MINIMUM
<br />CONNECTED TO
<br />CMU WALL W/1/2`
<br />X 8' ANCHOR BOLT
<br />2-16d O 32' O.C.
<br />�- BOND BEAM L- 5d COOLER NAILS OR
<br />GWB54 0 7• Q.c.
<br />GABLE END TRUSS CONNECTION
<br />STRUCTURALLY CONT#&KUS WAU.
<br />NOT M SCALE
<br />ROOF SHEATHING
<br />PER GENERAL NOTES
<br />ATTACH TO TOP CHORD
<br />BACK NAIL W/ (2)
<br />W/SIMPON H2.5 (OR
<br />12d COMMONS
<br />EQUAL)
<br />2X4 LADDER/OUTLQOKER
<br />'T' OR "L'
<br />24" OVERHANG SPACE 24"
<br />(BRACING
<br />SCISSOR TRUSS
<br />O.C. 12"/16' OVERHANG
<br />(REQ'D)
<br />SPACE 48" O.C.
<br />NOT SHOWN
<br />SIDING OR SHEATHING
<br />(SEE GENERAL NOTES
<br />FOR PANEL SIZE &
<br />\Z12.4
<br />ATTACHMENT)
<br />RAT RUNS OR 2x4 BLOCKING
<br />48' O.C. FOR FIRST FOUR FRAMING
<br />ATTACH 2X4 DIAPHRAM TO
<br />SPACES FROM EACH END ATTACH
<br />GABLE TRUSS VERTICAL
<br />TO EACH BOTTOM CHORD MIN. (2)
<br />WEBS W/(2) 1 od
<br />10d COMMON NAILS
<br />COMMON NAILS
<br />RYWALL NAILER
<br />GABLE END TRUSS
<br />KNEE WALL
<br />TRUSS BRACING PER
<br />STRAP TRUSS W/ SIMPSON
<br />TRUSS MFG. SPECS
<br />HETA20 (OR EQUAL) USING
<br />CONTINUOUS
<br />(6) 10d NAILS (MIN) O 48'
<br />BOND BEAM W/
<br />O.C.
<br />(1) #5 REBAR
<br />CATHEDRAL @
<br />GABLE DETAIL
<br />STRUCTURALLY CONTINUOUS WALL
<br />NOT TO
<br />SCALE
<br />
|