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<br />USP HC10 _ ROOF PITCH
<br />SIMPSON H10 OR PER EL~
<br />SEMCO HCPRF ~
<br />
<br />
<br />
<br />
<br />~ ........- ~ (2) 2X10 BEAMS
<br />/ ~ CONNECTED TO MASONRY
<br />. \ W/ USP HWUH 2-2X10
<br />~, SIMPSON HUC410TF
<br />USP EHCC 66 - SEMCO MPH-210-2
<br />OR SEMCO PCPGA 66 _ USP EHCC 66 OR
<br />POST CAP SEMCO PCPGA 66 POST CAP
<br />
<br />ROOF PITCH
<br />PER ELEVATION
<br />
<br />OPTIONAL: -\
<br />HUGHES PA6X6
<br />SIMPSON ABU66 OR
<br />SEMCO ABP 66
<br />WHERE UPLIFT IS ,
<br />UNDER 2,000#,
<br />FINISH GRADE ~
<br />
<br />
<br />
<br />-
<br />
<br />If COLUMN BASE
<br />USP CO 66
<br />SIMPSON LCS 66 OR
<br />SEMCO CMP66
<br />. /V (2) 1/2" BOLTS
<br />.",
<br />
<br />@ COLUMN USE USP
<br />TA20, SIMPSON ETA20
<br />OR SEMCO TAPR 216 @
<br />END OF TRUSS -\
<br />
<br />
<br />
<br />'" -J,'
<br />
<br />":~. 'I~ - (2) 2X10 OR (2) 2X12 BEAMS
<br />. '" :httJ ATTACH TO MASONRY COLUMN
<br />. . ,: W/ MASONRY PURLlN HANGER:
<br />II J:: USP HFM JX10, SEMCO
<br />..hli',,,.r1r' MPH-210-2 OR SIMPSON WNP210-2
<br />~lil~"J"...,.:HJ"~."', i~~H~~ ?~0~s~~Z~0 BEAMS W/
<br />,I ; ;f'-'f ,~. SEMCO HCPRF, USP HCS OR
<br />'~'fl,~tt-r' SIMPSON H1 TRUSS TIE,
<br />
<br />: L.J:' " 0" J
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<br />,-. ~ i I . .. jo'-"
<br />FOOTING DOWELS: -~.: ' "-
<br />2-#5 EMBED, 6" MIN, :;
<br />INTO FTG. W/ 90' HOOK :-,;,.::- I:
<br />~.~, ,.,' - " ;
<br />
<br />FINISH GRADE -~ '::,,~: ~
<br />., ;Ir;" "'I." I' ,
<br />. ...., il"'1l""..",:-
<br />;"",~'.2.j"..'v-- 12" X 24" PIER FOOTING
<br />- "~-~~ =t:-r W/ (2) #5 EACH WAY
<br />l. '~II- ...0( Jo ~--:..
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<br />,/
<br />
<br />(OPTIONAL)
<br />8" PRECAST LINTEL W/ #5
<br />CONTINUOUS SPAN BETWEEN COLS.
<br />W/ MIN, 8" BEARING SURFACE EACH
<br />END CAP W/1 COURSE 4" OR 8"X16"
<br />CMU KNOCKOUT W/ 1-#5 CONT.
<br />POURED FULL W/ VERTICAL #5'S @
<br />COLS, INTO K,O, BLOCK TIE INTO
<br />FULL PERIMETER BOND BEAM W/
<br />25" LAP @ CORNERS
<br />
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<br />
<br />16" X 16" COLUMN @
<br />FRONT ENTRY PORCH W/
<br />(3) #5 VERTICAL.
<br />(COLUMN HEIGHT PER
<br />ELEVATION)
<br />
<br />6X6 GR,II
<br />P,T, PiNE COLUMN
<br />
<br />....... _..... ..~. ~ ~":~" I .(.~
<br />
<br />,':~,,~.~~,.'.
<br />~-
<br />
<br />12" X 24" PIER FOOTING
<br />W/ (2) #5 EACH WAY
<br />
<br />MASONRY COLUMN DETAIL
<br />SCALE 1/2" - l' -0"
<br />
<br />WOOD COLUMN DETAIL
<br />SCALE 1/2" == l' -0"
<br />
<br />~---- -
<br />
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<br />4" CONCRETE SLAB \ I~'
<br />1 W/ 6X6 #10 W,W,M. \ I r,
<br />OR FIBERMESH I
<br />· F"'" .J I'"
<br />
<br />1 ~~Nt~u;~~-:'f. ~
<br />
<br />(MiN, 3" CLR,) ~ ..J +
<br />"-..-
<br />-' .-1
<br />
<br />GRADE
<br />
<br />---..
<br />---~
<br />
<br />.....~
<br />
<br />..-I'
<br />
<br />FOOTING DOWELS:
<br />1-#5 EMBED, 6" MIN,
<br />INTO FTG, W/ 90' HOOK
<br />
<br />"
<br />
<br />~
<br />z~
<br />3~
<br />~:j
<br />!<3~
<br />~
<br />
<br />2X4 BLOCKING
<br />OR 2X4 RAT RUNS
<br />4' -0" O,C, FOR FIRST
<br />TWO FRAMING SPACES
<br />FROM EACH END
<br />
<br />~
<br />
<br />USP LPTA
<br />~9~0'~~,~~)
<br />(15) 8d X
<br />1-1/2" NAILS
<br />
<br />....~
<br />2-16d ~.;' ~
<br />~~~
<br />~
<br />~~
<br />
<br />NOTE:
<br />IN CATHEDRAL CEILING APPLICATION,
<br />BLOCKING OR RAT RUNS SHALL BE
<br />UTILIZED TO CONNECT BOTTOM CHORD
<br />OF FIRST TWO SCISSOR TRUSSES TO
<br />GABLE END TRUSS AS INDICATED,
<br />
<br />FOOTER
<br />
<br />--
<br />
<br />j
<br />
<br />l
<br />
<br />- :....-
<br />
<br />~-1
<br />ALTERNATE MONO
<br />
<br />"-- 2-16d
<br />
<br />BOND BEAM
<br />
<br />L 5d COOLER NAILS OR
<br />GWB54 @ 7" O,C.
<br />
<br />\
<br />
<br />DIRECT TRUSS TO MASONRY
<br />ENDWALL FOR GYPSUM CEILING DIAPHRAM
<br />
<br />GENERAL NOTES
<br />
<br />.~.
<br />--.-..-.--.
<br />MIN. 240# FIBERGLASS SHINGLES - ROOF PITCH
<br />OVER 15# FELT ON 15/32" PLYWOOD PER ELEV,
<br />SHEATHING (1/2" O,S,8,1. OPTIO(;JAL) PRE-~NGINEERED TRUSSES
<br />8d COMMON NAILS @ 6' O,C, ~ @ 24 O,C. BY OTHERS
<br />USP TA20--- .. -:::--- MIN. R-22
<br />SIMPSON ETA20 ~ ..,...,. ,....... ~ INSULATION
<br />OR SEMCO TAPR 216@.V.....LrlJlJ
<br />EA, END EA, TRUSS ..r
<br />IlJ L DRYWALL PER SPECS
<br />I", -- FULL PERIMETER BOND BEAM
<br />,!.J 1\ 8" CMU. 8" HIGH W/ 1-#5
<br />CONT. 25" LAP CORNER BARS
<br />\
<br />-- #5 VERTICAL FROM SLAB
<br />~ TO BOND BEAM @ POURED
<br />CELL (SEE FlOORPLAN FOR
<br />LOCATIONS)
<br />PRECAST L1NTEL- POUR FULL
<br />(USE #5 IF SPAN OVER 48")
<br />.r-- ALUMINUM FRAME WINDOW
<br />/ (SIZE PER PLAN) CO
<br />/ INSTALL PER MFG,
<br />PRECAST CONC, SILL --\ APPROVED DETAILS
<br />\ -- WINDOW SILL PER SPEC,
<br />
<br />- VMIN. 1/2" DRYWALL ON
<br />FOOTING DOWELS' -- 1 "X2" P,T, FURRING W/
<br />1-#5 EMBED, 6'; MIN. ~ ~-[E MIN. R-5 INSULATION
<br />INTO FTG W/ 90' HOOK =. of BETWEEN FURRING W/
<br />, , r~t VAPOR BARRIER,
<br />HEADER BLOCK ~ ' .~. ;J;...~:: r. WALL BASE & FLOOR FINISH
<br />
<br />
<br />FINISH GRAOE~ ~'~:'~~:~~S.; __ ~~
<br />"" " 'J; "1\"1 r.:;:;.; i ,- ,. ::E
<br />-r- ,...-.,' '''.'-.T ,.- '~' ,::! I~:':~::J I ':::::;,1 'I' i:
<br />,__...1 I!....." !....,.,.. .' 1.,""-' .1....,..,., ..'" 6X6 W1 4 X W1 4
<br />' " , i~'''-'; , 1....;.."1," .' ... ....:,,) i '''''''', , i'..."i > .,
<br />~ ,:1 i ':.:::::'11 (::::-~ll, .. f, . '::~111;::::;! i 1"~::::i i OR FIBERMESH <.Dt
<br />~ "j...:...!,: 1 l,,~.. '-1 (T..........., ..', .. . I ~~""~ ~ ! i"~~'" "j \ ("'--
<br />~;:~~":~::i I l::".~;" ! i-~"~ "~: ;\ f"~ t l..'.~-':'; ~ 1:~:;:~11 ::~ -= __
<br />. -" , ...1;.!1 ,1.."" " . '. -. !l) ,-.."", .11""'.j
<br />N ':! 1 i;:;,:::i 1 ~i~:" t ~.., J-t, ,i i:::;.:i'{ c- "co
<br />..L.- "~J ! j~~~~~4 f' ' :, I.' ,,:::1, ~
<br />',',..9 \ \:~":) \ " 8" X 16" FOOTING
<br />'--~~ wi (2) #5 CONT.
<br />
<br />
<br />8' WALL SECTION
<br />
<br />SCALE 1/2" == l' -0"
<br />2813 2 3.awQ 5 6-02 8145139 QM EST
<br />
<br />DESIGN CRITERIA
<br />FBC 1606, 110 MPH WIND SPEED
<br />EXPOSURE CATEGORY - B
<br />ENCLOSED BUILDING CATEGORY 1,0
<br />INTERNAL PRESSURE COEFICIENT i: .18 ASCE 7
<br />TABLE 6-7
<br />VERTICAL REINFORCEMENT IN BLOCK WALLS
<br />PROVIDE #5 BARS EACH SIDE OF OPENINGS 6'-0" OR GREATER.
<br />AT ALL CORNERS, EACH END SHEARWALL SEGMENTS,
<br />INTERSECTIONS AND LONG RUNS AS SHOWN ON PLANS
<br />HOOK ENDS MINIMUM 10" AND LAP BARS MINIMUM 19". FILL
<br />BAR CORES WITH CONCRETE,
<br />EXTERIOR SIDING
<br />1/2" HARDIBOARD OR T -111 SHEATHING
<br />NAIL W/8d CC 6" O,C, EDGES & 6" O,C. IN FIELDS
<br />EXTERIOR PRE-HUNG DOORS
<br />2X PT DOOR BUCK ATTACHED W/#4 CASE HARDS
<br />OR T -NAILS @ 4" O,C,
<br />SECURE PRE-HUNG DOOR UNIT TO PT W/(3) EQUALLY SPACED
<br />2-1/2" (OR LARGER) SHEETROCK SCREWS
<br />ELECTRICAL
<br />ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE
<br />SCHEMATIC ONLY AND DESIGNS SHALL BE PREPARED IN
<br />ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC),
<br />FRAME WAL~S
<br />ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER).
<br />SPF OR HIGHER GRADE.
<br />ALL INTERIOR FRAMED BEARING WALLS TO BE 1/2 SPF,
<br />ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES
<br />AS INDICATED ON FLOOR PLAN)
<br />COMPONENT AND CLADDING SCHEDULE
<br />NOTED ON FLOOR PLAN.
<br />
<br />ROOF SYSTEM
<br />ROOF DEAD LOAD - 7# P,S,F.
<br />ROOF LIVE LOAD - 20# P.S.F,
<br />ALL ROOF COMPONENTS ARE PRE-ENGINEERED TRUSSES,
<br />ENGINEERING WILL BE SUPPLIED TO FIELD INSPECTOR
<br />AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
<br />PROVIDED).
<br />ROOF SHEATHING NAILING SCHEDULE
<br />FOR 7/16" OS8 ROOF DECK, USE 8d CC NAILS
<br />SPACE 6" O,C, AT EDGES AND 6" O,C, IN FIELDS
<br />ALL FLASHING SHALL CONFORM TO FBC CODE REQUIREMENTS,
<br />ROOF COVERING
<br />FIBERGLASS SHINGLES SECURED W/(6) NAILS
<br />PER SHINGLE OVER 15# FELT OVER 7/16"
<br />OSS ROOF DECK. PRODUCT MEETS ASTM D3161
<br />PER F,8,C,
<br />
<br />FLASHING
<br />FLASHING SHALL BE GALVANIZED STEEL 0,0179
<br />26 GA. (ZINC COATED G90) NAILED 6" O,C, @ EDGES
<br />OVER 15# FELT W/CLOSED CUT VALLEY,
<br />WHERE VERTICAL WALLS MEET ROOF LINE, FLASH
<br />W/ 4X5 L-FLASHING NAILED 6" O,C, AND
<br />SECURED TO ASPHALT SHINGLE W/ROOF CEMENT.
<br />GARAGE DOOR FRAME
<br />GARAGE DOOR FRAME TO BE PT 2X6 8'-0"
<br />W/(3) 1/2"~ J BOLTS USING 2"~ WASHERS
<br />& EVENLY SPACED ALONG LENGTH,
<br />CEILING
<br />1/2" CEILING BOARD W/1-1/4" TYPE W SCREWS 12" O,C,
<br />(ASTM 1002) OR NAILED W/1-1/4" DRYWALL NAILS @
<br />7" O,C, (ASTM C514), PLACE BOARDS W/
<br />lONG DIMENSION PERPENDICULAR TO FRAMING,
<br />
<br />SOFFIT/FACIA
<br />PER SPEC
<br />OVERHANG PER
<br />ELEVATION
<br />
<br />BUILDER NOTE:
<br />ALL ENGINEERED TRUSS
<br />DRAWINGS TO BE FURNISHED
<br />TO ENGINEER OF RECORD
<br />FOR REVIEW PRIOR TO FINAL
<br />ISSUE OF DRAWINGS.
<br />
<br />r8X8 W1.4 X W1.4
<br />OR FIBERMESH
<br />
<br />~- . ,.J.-
<br />~.. ., ' . -.- ,_, .:...:..J :...
<br />. ~, : ' ." ~ - " '.... '.v-r- ....."L__......
<br />,...... 4 ~ " ,r , n..-.
<br />v...I Il.t'". -..:t
<br />
<br />-r- '/ -'r
<br />-t 8" {4'~_ 1 -#5 CONT.
<br />
<br />T
<br />
<br />.
<br />
<br />PATIO/PORCH FOOTING
<br />SCALE 1/2" == l'
<br />
<br />rt-. ~. - ot. - - 0 - --:tJPa\lOSlab (By o~:rs) - 0,: -0 i+ - - 0 - +1"0 - o~ 0 - 0: T
<br />i ro_o-,-,_o ,_o_,-,-,-,_o_,-,-,-,_o_o-,-_ol I
<br />I , I
<br />1+\ I
<br />I I "" ~ I
<br />
<br />, ~ ~ 12 x 16 footing T
<br />i:, see wall detail I
<br />
<br />
<br />I I ~ ~ I
<br />I \ I
<br />I I ~ ~ ~ I
<br />I ~ I J I T I
<br />I I I HVAC SCHEMATIC ONLY I I
<br />I I & - I I
<br />+ BAR ADD~')
<br />I I rt.0_.-\~.-/~ I~I
<br />I I . r _:.~_._o_~=- T I I T I
<br />" +'" " I ~14 A'_ 2" 9'-10" I I I
<br />FLOOR SLAB OF PLANT MIX
<br />CONCRETE 2500 P,S,I. 4"
<br />THICK wi 6X6 10/10 GAUGE I I
<br />I 'REINFORCING MAT W/ MIN, 1" I" I' 12"x 16" footing ~. "
<br />COVER. TERMITE TREATED SOIL 'I L. _ . _ . _~ -= see wall detail
<br />, I w/ VAPOR BARRIER OVER " ! -~ I ' "
<br />COMPACTED CLEAN FILL, I '
<br />FIBERMESH CONCRETE MAY BE L . ~ L J
<br />USED IN PLACE OF MESH, I '
<br />+ DENOTES CONCRETE FILLED CELL . I Ll -. -1H' - . -1-1 . - . ,
<br />I I W/1 #5 FROM FOUNDATION TO I -
<br />BOND BEAM (TYPICAL) , ,~ i COLUMN FOOTER . - . - , - . - . - . - \~
<br />~ THE BUILDER SHALL VERIFY I I K r' . I SEE DETAIL ~
<br />I' T I THAT THE FOUNDATION BEARING + .- ~..,......... "'v
<br />SOIL HAS A MINIMUM LOAD 'l WALL LOCATION REVISED
<br />CARRYING CAPACITY OF 2,000 . I . 1 5'-9" 3'-9" 4'-10" _ A A ~.A..A
<br />, , POUNDS PER SQUARE FOOT, I , -...-..... "-' --
<br />
<br />I I I I I ~EcgW~~ FOOTER &
<br />
<br />
<br />
<br />
<br />
<br />
<br />SEE DETAIL
<br />
<br />&
<br />
<br />&
<br />
<br />BAR ADDE
<br />
<br />WINDOW REVISED
<br />BAR ADDED
<br />
<br />......A~
<br />
<br />~
<br />
<br />00
<br />
<br />r
<br />
<br />00
<br />
<br />1'-3"
<br />
<br />TRUSS ANCHORS
<br />TRUSS TO BLOCK WALL CALCULATED FOR WORST CASE SCENARIO
<br />(1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS
<br />CONNECTED W/(10) 8d NAILS @ EACH STRAP
<br />FOR (1 ) PLY OR HIP GIRDER, USE (2) US? TA20 EACH END
<br />FOR (2) PLY GIRDER USE (3) USP TA20 EACH END
<br />FOR GABLE END TRUSS, USE (1) USP TA20 OR EQUAL
<br />UNLESS NOTED OTHERWISE
<br />WINDOWS
<br />ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH
<br />ANS!/AMMA/NWWDA 101/IS2 STANDARD AND LABELED AS SUCH,
<br />WINDOWS INSTALLED PER MFG, INSTRUCTIONS FOR APPLICABLE
<br />DESIGN PRESSURE. WINDOWS SHALL BE ANCHORED
<br />INTO STRUCTURAL SUBSTRATE WHERE BUCK THICKNESS IS
<br />> 1-1/2", FOR ANY 2X BUCK STRIPS, ATTACH TO MASONRY
<br />W/#4 CASE HARD OR T -NAILS @ 4" O,C.
<br />ALL MULLiONS SHALL CONFORM TO FBC REQUIREMENTS OF
<br />1,5 X THE DESIGN LOAD,
<br />PRE-ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS
<br />SHALL BE DESIGNED AND CERTIFIED BY A STATE OF FLORIDA
<br />REGISTERED PROFESSIIONAL ENGINEER AND SHALL BE ISSUED TO
<br />THE ENGINEER OF RECORD FOR REVIEW PRIOR TO INITIATION OF
<br />CONSTRUCTION,
<br />
<br />&
<br />FOUNDATION PLAN
<br />W/HVAC
<br />
<br />1 '
<br />
<br />1/4"
<br />
<br />&
<br />WALL LOCATI~N REVI~
<br />A~ )
<br />
<br />~ J
<br />
<br />II
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<br />00
<br />
<br />JAMES A. CARNICELLI, P.E. 19727
<br />
<br />lL.- ~
<br />t='...,=~'f~.\l~.fl CARNELL 'L"nglneerln!. D.-I. r ~''''''
<br />&;;...\>..-,.f;"i:~i~;f$. ,&:,.J . .& .n.. ","",P" ~
<br />.~,~3j!.;\ Chll, Kn.virotm~."'Jlt$, i'llt.md:n, si~ .; ,
<br />
<br />
<br />2225 East Edgewood Drive, Suite 5
<br />Lakeland, Florida 33803
<br />(863) 666-3727 Fax (863) 666-5747
<br />JOB NAME: DRAWN BY: LAZ
<br />SCALE: 1/4" -
<br />CHARLOTTE DATE: 7/13/99
<br />JOB NUMBER
<br />
<br />~ UPDATE PER CODE
<br />In. FOUNDATION PLAN
<br />REV.
<br />FOR APPROVAL:
<br />R & R APPROVAL
<br />
<br />DESCRIPTION
<br />TO SHOP:
<br />
<br />I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
<br />OPINION AS A LICENSED PROFESSIONAL IN THIS
<br />JURISDICTION, I HAVE REVIEWED THE ATTACHED
<br />DESIGN AND FOUND IT TO BE IN SUBSTANTIAL
<br />COMPLIANCE WITH SECTION 1606 OF THE
<br />FLORIDA BUILDING CODE.
<br />
<br />~ (813)
<br />
<br />Ryman
<br />
<br />782-0825
<br />
<br />Fax (813) 788-6773
<br />
<br />Construction Inc.
<br />
<br />CertifIed Building Contractor
<br />37325 S.R. 54 W.
<br />Zephyrhills. Fl. 33541
<br />
<br />Cert. HCB C035134
<br />
<br />KEVIN L. RYMAN
<br />
<br />DESCRIPTION: FOUNDATION & DETAILS
<br />
<br />JAC
<br />LAZ
<br />BY
<br />TO FIELD:
<br />AS BUILT:
<br />
<br />5-6-02
<br />9-30-99
<br />DATE
<br />
<br />I CHECKED BY:
<br />l' -0"
<br />
<br />JAC
<br />
<br />CA2813
<br />
<br />SHEET
<br />2 OF 2
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