|
. _L1--.11 1 . 1
<br />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
<br />112
<br />15
<br />18
<br />5
<br />8 X
<br />62
<br />112
<br />25
<br />36
<br />1
<br />2 X
<br />62
<br />1
<br />2 EGRESS
<br />16
<br />18
<br />5j
<br />8 X
<br />71
<br />1 2
<br />26
<br />36
<br />1
<br />2 X
<br />71
<br />1
<br />2 EGRESS
<br />17
<br />18
<br />5j
<br />8 X
<br />83
<br />1 2
<br />27
<br />36
<br />1
<br />2 X
<br />83
<br />1
<br />2 EGRESS
<br />32
<br />26X251
<br />2
<br />32
<br />5258X251
<br />2
<br />.1/2
<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
<br />1
<br />2
<br />1 2 35
<br />26
<br />X
<br />62 1
<br />2
<br />35
<br />52
<br />5
<br />8 X
<br />62
<br />1
<br />2 EGRESS
<br />112 36
<br />26
<br />X
<br />71 7
<br />8
<br />36
<br />52
<br />5
<br />8 X
<br />71
<br />1
<br />2 EGRESS
<br />112 37
<br />26
<br />X
<br />83 1
<br />8
<br />37
<br />52
<br />5
<br />8 X
<br />83
<br />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 />1 36
<br />X
<br />48
<br />GENERAL NOTES
<br />i�l
<br />r> >• �
<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'-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 CEMENTITTOUS 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 LONG 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 ALL 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 />1. MASOWY CONSTRUCTION SHALL OONFOIRM TO ACI STANDARD MOM CODE 1.,A "C I FE 2014 CODE 140 mph)
<br />REQURMENNTIS FOR ATE MASONRY STRUCTURES (ACI 530--08)_ 2_
<br />2_ CONfRM BUGS SHALL CONFORM TO ASTY C 90 (28 DAY STRENGTH=2000 3_ STRUCTURE RISK CATEGORY = N
<br />PSI, FM=1350 PSI) LAD N RUN VINIG BOND. 4. ENVELOPE PROCEDURE FOR LOW RISE BUILDINGS
<br />3. MORTAR SHALL BE TYPE S OR R 5. EXPOSURE FACTOR = 8
<br />4. WHERE SHOWN, CELLS OF MASONRY BLOCK SHALL BE FLIED WITH CONCRETE 6. INTERNAL PRESSURE COEFFICENT = tO.18
<br />■TH A M/WMUM COMPRESSIVE STRENGTH OF 300D PSI AT 28 DAYS & 1-/5 7. 2nd FL LOADS: LIVE LOAD-40 PSF/Dm LOAD-10 PSF
<br />VERTICAL_ & ROOF LOADS.UVE LOAD-20 PSF/DEAD LOAD-10 PSF
<br />5. PROVIDE KNOCK -OUT N CONCRETE MASONRY UIIT AT BASE OF EACH FU.ED 9. COMPONENT & CLAWING WALL PRESSURE= (+35.3) (-47.2) PSF (MAX)
<br />CELL TO ALLOW VISUAL 11ER>EXATIO N OF COMPLETE GROUT PENETRATION- f / R ASHM
<br />ROOF DEAD LOAD - 7/ P.S.F. ROOF UVE LOAD - 20# P_SF. ALL ROOF
<br />PROVIDE AN ALTERNATE IETFN00 OF OIVERING WATER AWAY FROM THE
<br />FRO VIDE (N, It"LTER WAS NEEDED N SITUATIONS A E AWAY FROM THE
<br />CATS ARE PRE-ENGI EMED TRUSSES. ERG. WILL BE SUPPLIED TO
<br />CIRCUMSTANCES- THE ALTERNATIVE IS TO PROVIDE A MNAA1 OF 5%
<br />HELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
<br />SLOPE AWAY FROM THE FOUNDATION.
<br />PROVIDED.) ROOF SHEATHING NAILING SCHEDULE FOR 7/16. OSB ROOF
<br />$TEWALL FOOTING
<br />DECK. USE 8d CC NAILS. SPACE 6' O.C. AT EDGES & 6. O.C. N FIELDS.
<br />GAF SENTNEL/TIMBERURE/CERTANTEED FIBERGLASS SHINGLES SECURE
<br />SIEHWAIL FOOTING AS 940M ON WALL SECTON UP TO 36' HGH CAN BE
<br />USED WITH UNBALANCED FLL_ LMMJ64MD FILL GREATER THIN 36' SHALL BE
<br />wA5) NAILS PER SO4GLE ON UNDERLAYMENT OVER 7/16. OSB ROOF
<br />TEMPORARILY SUPPORTED DURING BAC FLLNG & CONCRETE SLAB PLACEMENT
<br />DECK. PRODUCT MEETS ASTM D3462. D3161 F. D7158 G AND UL 997
<br />BY CONTRACTOR THE MAXIMUM STEHWALL HEIGHT SHALL BE 10*-0"
<br />FOR WIND SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN.
<br />16'1126GA VALLEY METAL PLACED OVER FELT NAILED 12' o_c_ O EDGES.
<br />VV�S
<br />WHERE WALLS MEET ROOF LINE, ALL FLASHING SHALL CONFORM TO FBC
<br />ALL WrDOWS TESTED AND APPROVED N ACCORDANCE NTH AN9/AMMA/NWWDA
<br />REOIREIENTS LMDERL.AYML NTS SHALL CONFORM WITH ASTY D226. ASTM
<br />1O1/!S2 STANDARD AND LABELED AS SUM WINDOWS TO BE INSTALLED PER
<br />D4869. OR ASTY D6757.
<br />MANUFACTURERS REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE.. 104DOWS
<br />N MASONRY WALLS SHALL BE ANCHORED THROUGH 1: BUCK INTO MASOI RY_
<br />FRAMED WALLS
<br />WIDOWS N WOOD FRAYED WALLS MAY BE NSTALLED WITHOUT BUCKS. ALL
<br />ALL INTERIOR NON -BEARING WADS MEET R6021.3.1. LUMBER TO BE
<br />MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5z THE DESIGN LOAD_
<br />STD SPF OR HGHER GRADE_
<br />THE LOWEST PART OF THE CLEAR OPENING WE THE V94DOW TO BE A MIL OF
<br />ALL INTERIOR FRAMED BEARING WALLS TO BE /2 SPF.
<br />24' ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW
<br />ALL WOW BEARING HEADERS TO BE #2 SYP (SIZES AS NOICATED ON PLAN)
<br />4 LOCATED MORE THAN 7Y ABOVE FIK9fD GRADE OR THE SURFACE BELOW_
<br />FRAMED GARAGE WALLS TO HAVE MIN 1 /2• GYPSUM EIRD (F AREA ABOVE
<br />EXCEPT FOR WINDOWS WHOSE OPO4W;S WONT ALLOW A 4' DUIL SPHERE TO
<br />GARAGE HABITABLE. USE 5/8' TYPE X GYPSUM BRD OWN CLING).
<br />PASS AND OPE1IrGS THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F
<br />2006 OR ASTM F 2090_
<br />TRUSS ANCHM
<br />GARAGE DOOR
<br />TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) 9MPSON
<br />GARAGE DOOR TO BE 140 UPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL
<br />HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED wA9) 10d NAILS O
<br />2X6 PT EA SIDE 3) 1/2'Wr 7 BOLTS w/2' WASHERS SPACED EQUALLY
<br />EACH STRAP FOR (1) PLY OR HIP (WIDER_ USE (2) SUPSON HHETA20 EACH END
<br />ALONG LEGNTH UARM INTO POURED CELLS (OPTXX MAY USE 1/2'x6"
<br />FOR (2/3) PLY GRADR USE (2) 9IPSON MUA20 EACH END FOR GABLE END
<br />WEDGE AN04O RS W/2' WASHERS) AN04OR 26 PT ABOVE DOOR TO LINTEL W/
<br />TRUSS. USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE
<br />WEDGE ANCHORS, CONCRETE SCREWS OR .145'4 P_DF.'s A PERMANENT LABEL
<br />IS REQURED AND THE NSTALLA TKXN NSIRUCTIONS ARE REQUIRED TO BE
<br />MISPLACED TRUSS STRAP N THE CASE WHERE TRUSS STRAP IS MISSING THE
<br />AND AVAILABLE ON THE JOB SITE AS WELL. THIS AMT04 ENABLES
<br />FOLLOWING METHOD MAY BE USED AS AN ALTERNATE SUBSTITUTE A SIMPSONPROVIDED
<br />ENABLES ASSURANCE OF COMPLIANCE
<br />MTS18 OR HHUGrES RT18 TW (OR EO LIVALENT) FOR EACH HETA20-18 MISSED.
<br />009" PRE -HUNG DOOR$
<br />CONNECT TRAP TO BOND BEAM WITH (3) 3/16- X 1 3/4- HEX HEAD TAPCONS_
<br />THIS SUBSTITUIHON IS CLOD FOR A YAXI141Y UPLIFT OF 1,000/ PER STRAP.
<br />ixDOORB"(F REm) TO BE ATTACHED TO MASONRY WALL t/1 1/2 L106
<br />ELECTFCAL NOTES
<br />WIRE COLLATED NAILS O 4-O.C. 2u DOOR BUCK (F REOD) TO BE ATTACHED TO
<br />MASONRY WALL ./2 1/2:106 WIRE COLLATED NAILS O 4' O.C. SECURE PRE-
<br />ELECTRICK SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY
<br />HUNG DOOR UNIT PRE MFG SPEC&
<br />AND DESIGNS SHALL BE PREPARED N ACCORDANCE WITH THE NATIONAL
<br />ELECTRIC CODE (2008 NEC).
<br />ATTIC ACCESS
<br />SMOKE OCT. LOCATED ON WALL 12' TO BOT. OF BOX OUT. VANITY LIGHTS
<br />ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MN. OPOIIG OF
<br />W TO CENTER OF BOX OUT. FRONT DOOR (FT 4• OFF SLAB CENTER (SEE
<br />PUN FOR LOC~) TV &PHONE LOCATIONS PER COLOR SHEET. OTHER
<br />22'1E30'_
<br />ELECTRICAL OPTIONS PER COLOR SHEET. 0194WWASA R, DISPOSAL OUTLETS
<br />EXTEIVOR $K)IING
<br />UNDER 9NK MICROWAVE PRE -WIRE_ 1()t(W & 5 TON - 6/2 R01EX FRONT
<br />DOOR (n 4• OFF SLAB CENTER (SEE POW F(XLOCATION)
<br />MN 3/8" LP SMARTPANEL OR 7/16' OSB SHEATHING NAIL v/8d C C 6' O.C.
<br />ALL ELECTROAL AT SLIDING GLASS DOOR TO BE ON RIGHT HAND SIDE
<br />EDGES & 6' 0_(� N FIELDS
<br />REGUARDLESS OF GARAGE HANONG.
<br />MISPI AM WALL RENFORC M NOTE
<br />USE OF CI
<br />RESISTANT RECEPTACLES RECEPTACLES AND TAMPER
<br />N THE CASE WHERE A FOOTNG DOWEL IS MISPLACED THE FOLLOWING
<br />LATH
<br />CORRECTION IS ACCEPTABLE- ADD A DOIMIIPDXR ./(1) #5 VERT REINFORCING
<br />All ATTACHMENTS FOR SECURING WARE LATH SHALL BE SPACED NOT
<br />N THE CORRECT ORKMAL LOCATIOAL THE BAR SHALL BE LED INTO THE BOND
<br />MOW THAN 6• APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS
<br />BEAM •/ A MIL HOOK OF 10*. F THE NEW DOWEL LOCATION IS MORE THAN 8"
<br />AND BE TIED BETME;N SUPPORTS NOT TO EXCEED 9". ALL METAL LATH
<br />OFFSET FROM ORI(1NAL LOCATICINI THE BOTTOM OF THE BAR SHALL HAVE A
<br />SHALL BE LAPPED 1 MN_ METAL WIRE LATH SMALL BE ATTACHED TO
<br />/5x24- LONIC DOWEL ORLLED 4- INTO THE CONICRETE SLAB & SET N SI PSUN
<br />VERTICAL WOOD SUPPORTS WITH TK EQUIVALENT OF 4d GALVAIWZED
<br />NAILS WITH A PENETRATION OF 3/4 AND BENT OVER AT LEAST 3
<br />SET EPDXY. F LESS THAN 8' KO EPDXY NEEDED_ CELL SHALL BE FILLED
<br />STRANDS OF LATH. A BOND BREAK
<br />1I/ A MIIN_ 2500 PSI CONCRETE.
<br />WATER- RESISTIVE BARRIER CEMENT PUNSTER CONSISTING OF ONE
<br />RASrF�d('. SEALANTS. AND WEAT1•ERSTAIPPNG
<br />OF THE FOLLONNG: TWD LAYERS OF AN APPRVD WATER-RESISTANT
<br />BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT
<br />ALL FIE ESTRATHOIS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE
<br />BARRIER R OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER
<br />BUILDING WALL WITH A SEALANT COMPLYN6 NTH AAYA 800 AND ASTM C
<br />WIRE LATH.
<br />920, ASTM C 1281. AA612, OR OTHER APPROVED STANDARD.
<br />FENESTRATION
<br />TRATH(WI PRODUCT IS
<br />LOAD -BEARING
<br />PRESSURE
<br />CLASS OF MATERIAL
<br />(Res. PERSQ/IFn
<br />CRYSTA{,LOW BEDROCK
<br />12.000
<br />SEDRAWARY AND FOLIATED ROCK
<br />4,C00
<br />SANDY GRAVEL AND/OR GRAVEL
<br />3.000
<br />(GW AND GP)AN
<br />SD. SILTY SAND. CLAYEY SAND.
<br />2.000
<br />SILTY GRAVEL AND CLAYEY GRAVEL
<br />(SW.SP.SM.SC.GY AND GC)
<br />CLAY. SANDY CLAY. SILTY CLAY,
<br />1.500
<br />CLAYEY SILT, SILT AND SANDY SILT
<br />(CL UL.MH AND CAM)
<br />.RINCTURE CF D(lEROR PIASTER Ow ANY PENES
<br />REOD TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12
<br />PL.UMBW
<br />ON MONO SLABS THE SEWER AND HVAC CONDENSATE LINE WILL GO
<br />UNDER THE FOOTER, ON A STEM WALL THE LINES WILL OO THROUGH THE
<br />BLOCK FOR THE LINE THAT PASSES THROUGH IT WILL BE SLEEVED WITH
<br />A PPE TWICE THE SIZE OF IT 3' WILL BE SLEEVED WITH 6" AND 3/4• WILL BE
<br />SLEEVED NTH 1 1/2•_
<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 />2010
<br />APPRV9
<br />llUNG_:ZAnL:z:z
<br />MI WINBOWS ANB
<br />BOORS T
<br />WINDOWS -SINGLE
<br />40
<br />ALUMINUM S11 WINDOW
<br />STANT GLAZING
<br />ASSEMBLIES -
<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 CONIC
<br />COMPANY
<br />STRUCTURAL
<br />COMPONENTS
<br />PRECAST PRE-
<br />STRESSE
<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-R7
<br />2010
<br />APPRVD
<br />CERTAINTEED
<br />CORPORATION
<br />ROOFING
<br />ASPHALT
<br />SHINGLES
<br />3-TAB / ARCH
<br />LAMINATED
<br />SHINGLE
<br />075-R6
<br />2010
<br />APPRVD
<br />FL METAL PRODUCT
<br />COMPANY INC
<br />ROOFING
<br />ROOFING
<br />ACCESSORIES
<br />RIDGE VENT
<br />5961.2
<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 />2010
<br />APPRVD
<br />PIyFASTner LLC
<br />STRUC 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 0 WOOD SCREWS/TAPCONS
<br />USE SIMPSON 11 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 />2 SYP BEAM (SIZE PER
<br />LAN) STRAP W/(i) 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 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 />.:
<br />PAD PER FOUND PLAN
<br />MASONRY COLUMN DETAIL
<br />W/UPSET N BSCALE
<br />EAM (ENTRY)
<br />ROOF PITCH
<br />PER ELEVATION
<br />lU I I GENERAL NOTES
<br />RUSS STRAP PRECAST LINTEL W
<br />ER
<br />(T&B) CONTI UOUS SPAS
<br />I 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 />I ' \-CMU COLUMN AT FRONT
<br />ENTRY PORCH W/15
<br />VERTICAL.(COLUMN HEIGHT
<br />PER ELEVATION) (COLUMN
<br />SIZE & REBAR PLACEMENT
<br />I 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 />OR NAIL PATTERN)
<br />ROOF DECK
<br />W/15# FELT
<br />SHINGLES
<br />NOTES TYPICAL
<br />EACH SIDE
<br />VALLEY FLASHING DETAIL
<br />NOT TO SCALE
<br />SIDING
<br />METAL
<br />FLASHING
<br />ca
<br />SHINGLE
<br />w Z: .
<br />ROOF VENTILATION CALCULATIONS
<br />FLORIDA BUILDING CODE 2014
<br />SECTION 806.2 - 1 300
<br />TOTAL ATTIC SPACE - 2030.00
<br />NET FREE VENT NEEDED - 487.20
<br /># OF RIDGE VENTS - 1.00
<br /># OF OFF RIDGE VENTS - 1.00
<br />N ROOF CEMENT
<br />ROOF DECK
<br />FLASHING DETAIL
<br />NOT TO SCALE
<br />COMPONENTS
<br />FLORIDA
<br />SECTION
<br />AND CLADDING
<br />BUILDING CODE 2014
<br />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 />DD
<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, 112
<br />32-34, 3-0
<br />36, ALL SH 2-
<br />DOOR OR LESS
<br />C
<br />SH
<br />35. 36, 5-0 OR 6-0 SGD
<br />8-0 SGD, 8-0
<br />OHD
<br />16-0 X
<br />7-0 OHD
<br />< +22.0/-26.9
<br />CODE
<br />A FLANGE
<br />WINDOW �
<br />DA OPENING
<br />MOM)
<br />12
<br />191 ex26
<br />20X261
<br />13
<br />191 3X3839
<br />20x 38 1 2
<br />14
<br />191 x5058
<br />20X5034
<br />15
<br />191 3X63
<br />20X531 8
<br />15
<br />191 aX72
<br />20X721 8
<br />17
<br />191 BX84
<br />20X841 8
<br />1 232
<br />261 8X26
<br />2738X261 8
<br />8X3838
<br />2738X 1
<br />261 3X5058
<br />X5034
<br />t23261
<br />261 8X
<br />2738X631 8
<br />261 8x72
<br />2738x 1
<br />261 3X84
<br />2 8X841
<br />22
<br />36x26
<br />2739x261 8
<br />23
<br />36X3838
<br />377 x 38 1
<br />24
<br />36x5058
<br />377 x5034
<br />2
<br />36X501 4
<br />3778X5638
<br />25
<br />37 X 63 EGRESS
<br />37 7 x 63 1 8
<br />26
<br />37 X 72 EGRESS
<br />37 X 72 1 8
<br />27
<br />x84 E
<br />78x841 8
<br />Rea
<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
<br />33
<br />531 8X3638
<br />x 1 2
<br />34
<br />531 8x5058
<br />54X5034
<br />345
<br />53 t a x 50 1 4
<br />54 X 3
<br />35
<br />53 140 X 63
<br />54 X 63 1 8
<br />36
<br />53 t A x 72 EGRESS
<br />54 X 72 1 8
<br />37
<br />53 T e x 84 EGRESS
<br />54 x 84 1 8
<br />MIUMc1RMDW mcEM TW , Blacx OPENM SIM) ACTUAL 24MDOI SOIL FOR EALM now.
<br />SLIDING GLASS DOORS
<br />BLOCK
<br />OPENING
<br />SIZE FRAME FRAME
<br />OPENNG
<br />2p
<br />1/4Ip 1/4
<br />11 4. 11
<br />j_.
<br />Ip
<br />1/411p 1/4
<br />72 4 . „
<br />Ip
<br />1 4Ip1
<br />n 4.11
<br />/p $A 2 p /p
<br />7/1 I p 1/4
<br />>v . n111
<br />'{A Ip 111
<br />7/1 I = 1/4
<br />121 . h
<br />1. " I p 142
<br />7/6 I p 1/4
<br />1« 3A . 11
<br />147$A Ip 1427/1I
<br />01/4
<br />m {A I p 1p
<br />7/1 11/4
<br />t10 . n
<br />CONVENTIONAL VALLEY
<br />FRAMING DETAIL
<br />GABLE END, COMMON RIDGE BEAM
<br />TRUSS OR GIRDER TRUSS -7(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 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) 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 APPUCATION, CONNECT 2x4 POST TO FACE OF TOP CHORD
<br />WITH (4) 10D NAILS.
<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/ 2-16d
<br />SIMPSON HETA20 (OR
<br />EQUAL) USING (6)
<br />10d NAILS (MIN) 6
<br />48" O.C. 1
<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 />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 ® 32" O.C.
<br />L- BOND BEAM L- 5d COOLER NAILS OR
<br />GWB54 ® 7" O.C.
<br />GABLE END TRUSS CONNECTION
<br />STRUCTURALLY CONTINUOUS WALL
<br />NOT TO 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/OUTLOOKER
<br />"T" OR "L"
<br />24" OVERHANG SPACE 24"
<br />BRACING
<br />SCISSOR TRUSS
<br />O.C. 12"/16" OVERHANG
<br />(REO-D)
<br />SPACE 48" O.C.
<br />NOT SHOWN
<br />SIDING OR SHEATHING
<br />(SEE GENERAL NOTES
<br />FOR PANEL SIZE &
<br />ATTACHMENT)
<br />2x4 RAT RUNS OR 2x4 BLOCKING
<br />48" O.C. FOR FIRST FOUR FRAMING
<br />ATTACH 2X4 DIAPHRAM TO-1SPACES
<br />FROM EACH END ATTACH
<br />GABLE TRUSS VERTICAL
<br />TO EACH BOTTOM CHORD MIN. (2)
<br />WEBS W/(2) 1Od
<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) ® 48"
<br />BOND BEAM W/
<br />O.C.
<br />(1) #5 REBAR
<br />CATHEDRAL ©
<br />GABLE DETAIL
<br />STRUCTURALLY CONTINUOUS
<br />WALL
<br />NOT TO
<br />SCALE
<br />
|