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REFER TO FBC R609, 3, 3 & R606, 9. 8 FOR VERTICAL RE I NF,
<br />REFER TO FBC R612.10 FOR ANCHORAGE DETAILS
<br />SECURING WINDOW TO BUCK STRIPS PER
<br />YOUR MANUFACTURES INSTRUCTION TO MEET
<br />WIND LOAD AND C❑MPRESSI❑N RATINGS FOR
<br />YOUR JOB L❑CATION, ALL ANCHORS SCREWS
<br />MUST PENETRATE BLOCK WALL A MINIMUM OF
<br />1-1/4' AND THERE SHALL BE A MAXIMUM 1/4'
<br />SPACE BETWEEN BUCK AND WINDOW FRAME,
<br />CAULKING WINDOW PER YOUR
<br />WINDOW MANUFACTURES SPECIFIC
<br />RECOMMENDATIONS TO MEET WIND
<br />LOAD AND COMPRESSION RATINGS
<br />FOR YOUR JOB L❑CATION
<br />ATTACH MINIMUM 3/4' P.T, BUCK STRIP
<br />THAT IS THE MINIMUM WIDTH OF YOUR
<br />WINDOW FRAME USING 1-3/8' X 097
<br />T-NAILS MAXIMUM 10' ❑. C,
<br />SECURING PREHUNG TO BUCK STRIPS PER
<br />YOUR MANUFACTURES INSTRUCTION TO MEET
<br />WIND LOAD AND C❑MPRESSI❑N RATINGS FOR
<br />YOUR JOB L❑CATION, ALL ANCHORS SCREWS
<br />MUST PENETRATE BLOCK WALL A MINIMUM OF
<br />1-1/4' AND THERE SHALL BE A MAXIMUM 1/4'
<br />SPACE BETWEEN BUCK AND DOOR JAMB,
<br />CAULKING DOOR FRAME PER YOUR
<br />MANUFACTURES RECOMMENDATIONS
<br />ATTACH MINIMUM 3/4' P,T. BUCK STRIP
<br />THAT IS THE MINIMUM WIDTH
<br />OF DOOR FRAME USING 1-3/8' X .097
<br />T-NAILS MAXIMUM 10' ❑. C.
<br />IR
<br />• I111I i �, d Em
<br />PRODUCT APPROVAL
<br />KAYCAY SIDING FL 16299-R2
<br />KAYCAY SOFFIT FL 16503-R1
<br />GAF ROOF VENTS FL 6267-R10
<br />ffH M WHENA BEA%G .WWO YT PLATES
<br />30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER
<br />SHEATHING TO BE 15/32' 4 PLY CDX OR 1/2 ❑SB PLYW W/8d RING SHANK NAILS
<br />6' O.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS
<br />USE STEEL PLYCLIPS, RIDGE VENT AS REQUIRED PER FBC R806
<br />INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATIONS
<br />FLASHING PER FBC-R 905
<br />CONTINIOUS ALUM DRIP EDGE
<br />ATTACHED PER MANUFACTURERS
<br />2X6 WOOD SUB ATTACHED TO
<br />EACH TRUSS WITH 8d COMMON
<br />gNAILS (2) SSEOoACH TTRUSS SS q
<br />TRIM IATTACHED I PERN MANUF. PECS.
<br />VARIES
<br />SEE PLAN
<br />PRE -CAST C❑NC SILL ----
<br />8'X8'X16' CMU TYP, -�
<br />TYPE 'S' MORTARqq
<br />FOOTER )TO5LINTELR BLOCK
<br />DECORATIVE CEMENTU❑US —
<br />FINISH (STUCCO) 1/2' 2 COAT
<br />PER SPECS FBC-R 703
<br />4'X4' INSPECTION P❑R
<br />AT EACH FILLED CELL
<br />TYPICAL
<br />NOTE, EXTEND
<br />DECO FINISH 4' TO 6'-
<br />BELOW GRADE
<br />z
<br />co
<br />GRADE
<br />`o z
<br />(U
<br />f
<br />N�
<br />ra g
<br />20'H X 12'W M❑N❑LITHIC SLAB
<br />1 STORY PER FBC R403
<br />R-38 BATT INSULATION (MIN) ATTIC SPACE
<br />❑PTI❑NAL BLOWN FIBERGLASS INSULATION
<br />ATTACHEDINRTHYSd gRUM
<br />NAILS
<br />OLRRCCA#8II❑❑DRYWALL SCREW AT 7' D.C. MAX E
<br />WITHT10d IX 1C�%2' NA NOTERON TRUSSDLAYOU LINTEL
<br />ALL EACH TRUSS
<br />(1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED
<br />SOLID W/(1) #5 BAR, TYP, AT ALL S❑LID WALLS
<br />PRECAST CONCRETE LINTEL
<br />FRAME WINDOWS
<br />ATTACHED gqTTT❑TT P,T, BUCKS
<br />MANUFWSPECSACHED PER
<br />MARBLE SILL
<br />1X2 P,T, WD FURRING @ 24' D.C.
<br />ATTACHED TO BLOCK WITH 3d
<br />CUT NAILS @ 12' ❑,C. MAX
<br />R5,4 CEL❑TEX 'TUFF-R' INSULATION BD
<br />OR EQUILIVANT
<br />1/2' GYPSUM WALLBOARD
<br />U.N,O,
<br />ATTACHED WITH 5d COOLER NAILS
<br />1❑R4 #8 DRYWALL SCREW AT 7' ❑,C. MAX
<br />ATACH�D T❑ BL❑CKRWITH 3.1
<br />CUT NAILS @ 12' ❑,C. MAX
<br />3 1/4' BASEBOARD
<br />STANDARD 90 DEGREE BEND
<br />WITH 25' LAP MINIMUM
<br />F.F,
<br />:. ; •. \�� 4WW'll� CONCRETE
<br />AST
<br />•
<br />SLAB WI/B 6X6
<br />�/
<br />3000 CONCRETEERMESH'
<br />\
<br />MIN4 PI
<br />NOTES MIN PSI MAY VARY PER
<br />SPECIFICATIONS
<br />COUNTY OR CITY
<br />6 MIL VAPOR BARRIER
<br />CLEAN C❑MPACTED SOIL
<br />(COMPACTED T❑ 95% MODIFIED
<br />4 12'
<br />PROCTOR
<br />TYPICAL WALL SECTI01\1
<br />WITH WI1\1DOW
<br />ROOF DECK
<br />USE APPROVED FIREPROOF CAULKING BETWEEN
<br />WALLBOARD AND ROOF DECK
<br />PRE-ENGINEERED WOOD TRUSSES
<br />ATTACHED TO 2X6 PT BOARD WITH 16d COMMON
<br />NAILED AT 12' D.C. MAX
<br />(2) 5/8X GYPSUM WALLBOARD EACH SIDE
<br />U,N,O,
<br />ATTACHED WITH 6d COOLER NAILS
<br />OR #8 DRYWALL SCREW AT 7' ❑,C, MAX
<br />2X6 PT BOARD FOR ATTACHMENT OF ROOF TRUSSES
<br />1/2' X 8' AB WITH WASHERS & NUT SPACED 24' MAX
<br />1/2' GYPSUM WALLBOARD
<br />U.N.O.
<br />ATTACHED WITH 5d COOLER NAILS
<br />OR #8 DRYWALL SCREW AT 7' ❑,C, MAX
<br />6'x16' BLOCK WALL
<br />1X2 P.T, WD FURRING @ 24' D.C.
<br />ATTACHED TO BLOCK WITH 3d
<br />CUT NAILS @ 12' D.C. MAX
<br />R5.4 CEL❑TEX 'TUFF-R' INSULATION BD
<br />OR EQUILIVANT
<br />SECTION "C_U9
<br />UNtjE H � WHL A BARING . ❑dWo YT PLATES
<br />30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER
<br />SHEATHING TO BE 15/32' 4 PLY CDX OR 1/2 ❑SB PLYW W/8d RING SHANK NAILS
<br />6' D.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS
<br />USE STEEL PLYCLIPS, RIDGE VENT AS REQUIRED PER FBC R806 --�
<br />INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
<br />FLASHING PER FBC-R 905
<br />CONTINIOUS ALUM DRIP EDGE
<br />ATTACHED PER MANUFACTURERS SPECS
<br />2X6 WOOD SUB ATTACHED TO
<br />EACH TRUSS WITH 861 COMMON
<br />NAILS (2) EACH TTRUSS
<br />TRIM IATTACHEDI PERNMANUH�ISPECS.
<br />VARIES
<br />SEE PLAN
<br />PX MOTAR P.
<br />TYPE S' MORTAR
<br />BFROM
<br />C
<br />DECORATIVE CEMENTUOUS --
<br />FINISH (STUCCO) 1/2' 2 COAT
<br />PER SPECS FBC-R 703
<br />4'X4' INSPECTION P❑R
<br />AT EACH FILLED CELL
<br />TYPICAL
<br />N❑TEi EXTEND
<br />DECO FINISH 4' TO E
<br />BELOW GRADE
<br />20'H X 12'W M❑N❑LITHIC SLAB
<br />1 STORY PER FBC R403
<br />z
<br />J
<br />U
<br />R-38 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLOWN FIBERGLASS INSULATION
<br />1/2' CEILING TYPE GYPSUM BOARD
<br />ATTACHED WITH 5d COOLER NAILS
<br />OR #8 DRYWALL SCREW ❑AT 7' ❑.C, MAX �I
<br />WI HT10d IMPSON XE 1 1%2 ENA CSTE STRAP
<br />TRUSS L AY❑U NTEFILL A EACH
<br />NAIRLUHOLES
<br />(1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED
<br />SOLID W/(1) #5 BAR, TYP, AT ALL SOLID WALLS
<br />PRECAST CONCRETE LINTEL
<br />1X2 P.T. WD FURRING @ 24' D.C.
<br />ATTACHED TO BLOCK WITH 3d
<br />CUT NAILS @ 12' ❑.C, MAX
<br />R5.4 CEL❑TEX 'TUFF-R' INSULATION BD
<br />OR EQUILIVANT
<br />1/2' GYPSUM WALLBOARD
<br />U.N.❑,
<br />ATTACHED WITH 5d COOLER NAILS
<br />OR4 #8 DRYWALL
<br />NAISCREW AT 7' ❑,C. MAX
<br />ATTACH( DBgT❑ BL❑CKRWITH 3d
<br />CUT NAILS @ 12' D.C. MAX
<br />3 1/4' BASEBOARD
<br />STANDARD 90 DEGREE BEND
<br />WITH 25' LAP MINIMUM
<br />F.F.
<br />Mi'N430 0 PSI C❑ JC [fERMESH'
<br />NOTE, MIN PSI MAY VARY PER
<br />COUNTY OR CITY SPECIFICATIONS
<br />6 MIL VAPOR BARRIER
<br />CLEAN COMPACTED SOIL
<br />(COMPACTED TO 95% MODIFIED
<br />PROCTOR ASTM D1557)
<br />TERMITE TREATED
<br />BOTTOM OF F❑❑TER SHALL
<br />BE 12' BELOW GRADE
<br />(2) #5 REBAR CONT.
<br />❑M 3' CHAIRS TYP,
<br />U.N.❑,
<br />8' X 16' CONCRETE BLOCK WITH
<br />#5 VERTICAL REINF, FILL CELLS SOLID
<br />CONT. WOOD TRIM
<br />2X6 P,T, BOARD
<br />TRACK AND GARAGE DOOR HARDWARE
<br />(3) 1 /2' X8 AB OR 5/8' X7' EXPANSION BOLT
<br />❑PTI❑NAL HILTI DN50
<br />CEILING RAFTER
<br />ALL TRACK AND HARDWARE SECURED
<br />0
<br />PER MANUFACTURE SPECIFICATIONS
<br />0
<br />R
<br />z
<br />W
<br />z a_ MINIMUM 2X6 P,T, SIDE PLATE ATTACHED
<br />CL 0 TO BLOCK WALL USING 1/2'X8' ANCHOR
<br />w BOLTS OR 5/8'X7' EXPANSION BOLTS
<br />4 EACH SIDE, ATTACH TOP 2X6 P, T,
<br />Q WITH 2-3/8' X 097 T NAILS 16' ❑. C,
<br />>
<br />GARAGE DOOR TO BE REINFORCED
<br />TO MEET WIND LOAD AND COMPRESSION
<br />RATINGS FOR YOUR JOB L❑CATION
<br />BLOCK GARAGE DOOR ATTACHMENT DETAIL
<br />TYPICAL TALL SECTION
<br />2- HR FIRE SEPERATION BETWEEN UNITS
<br />I hereby certify that I have reviewed this plan and found it to
<br />be in compliance with ASCE 7-10 and the Florida Building Code 2010 edition
<br />David W. Smith, P.E. #53608
<br />
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