HomeMy WebLinkAboutBIN A-1 PERMIT 2349
USP HC10 _ ROOF PITCH
SIMPSON H10 OR PER EL~
SEMCO HCPRF ~
~ ........- ~ (2) 2X10 BEAMS
/ ~ CONNECTED TO MASONRY
. \ W/ USP HWUH 2-2X10
~, SIMPSON HUC410TF
USP EHCC 66 - SEMCO MPH-210-2
OR SEMCO PCPGA 66 _ USP EHCC 66 OR
POST CAP SEMCO PCPGA 66 POST CAP
ROOF PITCH
PER ELEVATION
OPTIONAL: -\
HUGHES PA6X6
SIMPSON ABU66 OR
SEMCO ABP 66
WHERE UPLIFT IS ,
UNDER 2,000#,
FINISH GRADE ~
-
If COLUMN BASE
USP CO 66
SIMPSON LCS 66 OR
SEMCO CMP66
. /V (2) 1/2" BOLTS
.",
@ COLUMN USE USP
TA20, SIMPSON ETA20
OR SEMCO TAPR 216 @
END OF TRUSS -\
'" -J,'
":~. 'I~ - (2) 2X10 OR (2) 2X12 BEAMS
. '" :httJ ATTACH TO MASONRY COLUMN
. . ,: W/ MASONRY PURLlN HANGER:
II J:: USP HFM JX10, SEMCO
..hli',,,.r1r' MPH-210-2 OR SIMPSON WNP210-2
~lil~"J"...,.:HJ"~."', i~~H~~ ?~0~s~~Z~0 BEAMS W/
,I ; ;f'-'f ,~. SEMCO HCPRF, USP HCS OR
'~'fl,~tt-r' SIMPSON H1 TRUSS TIE,
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FOOTING DOWELS: -~.: ' "-
2-#5 EMBED, 6" MIN, :;
INTO FTG. W/ 90' HOOK :-,;,.::- I:
~.~, ,.,' - " ;
FINISH GRADE -~ '::,,~: ~
., ;Ir;" "'I." I' ,
. ...., il"'1l""..",:-
;"",~'.2.j"..'v-- 12" X 24" PIER FOOTING
- "~-~~ =t:-r W/ (2) #5 EACH WAY
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(OPTIONAL)
8" PRECAST LINTEL W/ #5
CONTINUOUS SPAN BETWEEN COLS.
W/ MIN, 8" BEARING SURFACE EACH
END CAP W/1 COURSE 4" OR 8"X16"
CMU KNOCKOUT W/ 1-#5 CONT.
POURED FULL W/ VERTICAL #5'S @
COLS, INTO K,O, BLOCK TIE INTO
FULL PERIMETER BOND BEAM W/
25" LAP @ CORNERS
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16" X 16" COLUMN @
FRONT ENTRY PORCH W/
(3) #5 VERTICAL.
(COLUMN HEIGHT PER
ELEVATION)
6X6 GR,II
P,T, PiNE COLUMN
....... _..... ..~. ~ ~":~" I .(.~
,':~,,~.~~,.'.
~-
12" X 24" PIER FOOTING
W/ (2) #5 EACH WAY
MASONRY COLUMN DETAIL
SCALE 1/2" - l' -0"
WOOD COLUMN DETAIL
SCALE 1/2" == l' -0"
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4" CONCRETE SLAB \ I~'
1 W/ 6X6 #10 W,W,M. \ I r,
OR FIBERMESH I
· F"'" .J I'"
1 ~~Nt~u;~~-:'f. ~
(MiN, 3" CLR,) ~ ..J +
"-..-
-' .-1
GRADE
---..
---~
.....~
..-I'
FOOTING DOWELS:
1-#5 EMBED, 6" MIN,
INTO FTG, W/ 90' HOOK
"
~
z~
3~
~:j
!<3~
~
2X4 BLOCKING
OR 2X4 RAT RUNS
4' -0" O,C, FOR FIRST
TWO FRAMING SPACES
FROM EACH END
~
USP LPTA
~9~0'~~,~~)
(15) 8d X
1-1/2" NAILS
....~
2-16d ~.;' ~
~~~
~
~~
NOTE:
IN CATHEDRAL CEILING APPLICATION,
BLOCKING OR RAT RUNS SHALL BE
UTILIZED TO CONNECT BOTTOM CHORD
OF FIRST TWO SCISSOR TRUSSES TO
GABLE END TRUSS AS INDICATED,
FOOTER
--
j
l
- :....-
~-1
ALTERNATE MONO
"-- 2-16d
BOND BEAM
L 5d COOLER NAILS OR
GWB54 @ 7" O,C.
\
DIRECT TRUSS TO MASONRY
ENDWALL FOR GYPSUM CEILING DIAPHRAM
GENERAL NOTES
.~.
--.-..-.--.
MIN. 240# FIBERGLASS SHINGLES - ROOF PITCH
OVER 15# FELT ON 15/32" PLYWOOD PER ELEV,
SHEATHING (1/2" O,S,8,1. OPTIO(;JAL) PRE-~NGINEERED TRUSSES
8d COMMON NAILS @ 6' O,C, ~ @ 24 O,C. BY OTHERS
USP TA20--- .. -:::--- MIN. R-22
SIMPSON ETA20 ~ ..,...,. ,....... ~ INSULATION
OR SEMCO TAPR 216@.V.....LrlJlJ
EA, END EA, TRUSS ..r
IlJ L DRYWALL PER SPECS
I", -- FULL PERIMETER BOND BEAM
,!.J 1\ 8" CMU. 8" HIGH W/ 1-#5
CONT. 25" LAP CORNER BARS
\
-- #5 VERTICAL FROM SLAB
~ TO BOND BEAM @ POURED
CELL (SEE FlOORPLAN FOR
LOCATIONS)
PRECAST L1NTEL- POUR FULL
(USE #5 IF SPAN OVER 48")
.r-- ALUMINUM FRAME WINDOW
/ (SIZE PER PLAN) CO
/ INSTALL PER MFG,
PRECAST CONC, SILL --\ APPROVED DETAILS
\ -- WINDOW SILL PER SPEC,
- VMIN. 1/2" DRYWALL ON
FOOTING DOWELS' -- 1 "X2" P,T, FURRING W/
1-#5 EMBED, 6'; MIN. ~ ~-[E MIN. R-5 INSULATION
INTO FTG W/ 90' HOOK =. of BETWEEN FURRING W/
, , r~t VAPOR BARRIER,
HEADER BLOCK ~ ' .~. ;J;...~:: r. WALL BASE & FLOOR FINISH
FINISH GRAOE~ ~'~:'~~:~~S.; __ ~~
"" " 'J; "1\"1 r.:;:;.; i ,- ,. ::E
-r- ,...-.,' '''.'-.T ,.- '~' ,::! I~:':~::J I ':::::;,1 'I' i:
,__...1 I!....." !....,.,.. .' 1.,""-' .1....,..,., ..'" 6X6 W1 4 X W1 4
' " , i~'''-'; , 1....;.."1," .' ... ....:,,) i '''''''', , i'..."i > .,
~ ,:1 i ':.:::::'11 (::::-~ll, .. f, . '::~111;::::;! i 1"~::::i i OR FIBERMESH <.Dt
~ "j...:...!,: 1 l,,~.. '-1 (T..........., ..', .. . I ~~""~ ~ ! i"~~'" "j \ ("'--
~;:~~":~::i I l::".~;" ! i-~"~ "~: ;\ f"~ t l..'.~-':'; ~ 1:~:;:~11 ::~ -= __
. -" , ...1;.!1 ,1.."" " . '. -. !l) ,-.."", .11""'.j
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..L.- "~J ! j~~~~~4 f' ' :, I.' ,,:::1, ~
',',..9 \ \:~":) \ " 8" X 16" FOOTING
'--~~ wi (2) #5 CONT.
8' WALL SECTION
SCALE 1/2" == l' -0"
2813 2 3.awQ 5 6-02 8145139 QM EST
DESIGN CRITERIA
FBC 1606, 110 MPH WIND SPEED
EXPOSURE CATEGORY - B
ENCLOSED BUILDING CATEGORY 1,0
INTERNAL PRESSURE COEFICIENT i: .18 ASCE 7
TABLE 6-7
VERTICAL REINFORCEMENT IN BLOCK WALLS
PROVIDE #5 BARS EACH SIDE OF OPENINGS 6'-0" OR GREATER.
AT ALL CORNERS, EACH END SHEARWALL SEGMENTS,
INTERSECTIONS AND LONG RUNS AS SHOWN ON PLANS
HOOK ENDS MINIMUM 10" AND LAP BARS MINIMUM 19". FILL
BAR CORES WITH CONCRETE,
EXTERIOR SIDING
1/2" HARDIBOARD OR T -111 SHEATHING
NAIL W/8d CC 6" O,C, EDGES & 6" O,C. IN FIELDS
EXTERIOR PRE-HUNG DOORS
2X PT DOOR BUCK ATTACHED W/#4 CASE HARDS
OR T -NAILS @ 4" O,C,
SECURE PRE-HUNG DOOR UNIT TO PT W/(3) EQUALLY SPACED
2-1/2" (OR LARGER) SHEETROCK SCREWS
ELECTRICAL
ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE
SCHEMATIC ONLY AND DESIGNS SHALL BE PREPARED IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC),
FRAME WAL~S
ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER).
SPF OR HIGHER GRADE.
ALL INTERIOR FRAMED BEARING WALLS TO BE 1/2 SPF,
ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES
AS INDICATED ON FLOOR PLAN)
COMPONENT AND CLADDING SCHEDULE
NOTED ON FLOOR PLAN.
ROOF SYSTEM
ROOF DEAD LOAD - 7# P,S,F.
ROOF LIVE LOAD - 20# P.S.F,
ALL ROOF COMPONENTS ARE PRE-ENGINEERED TRUSSES,
ENGINEERING WILL BE SUPPLIED TO FIELD INSPECTOR
AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
PROVIDED).
ROOF SHEATHING NAILING SCHEDULE
FOR 7/16" OS8 ROOF DECK, USE 8d CC NAILS
SPACE 6" O,C, AT EDGES AND 6" O,C, IN FIELDS
ALL FLASHING SHALL CONFORM TO FBC CODE REQUIREMENTS,
ROOF COVERING
FIBERGLASS SHINGLES SECURED W/(6) NAILS
PER SHINGLE OVER 15# FELT OVER 7/16"
OSS ROOF DECK. PRODUCT MEETS ASTM D3161
PER F,8,C,
FLASHING
FLASHING SHALL BE GALVANIZED STEEL 0,0179
26 GA. (ZINC COATED G90) NAILED 6" O,C, @ EDGES
OVER 15# FELT W/CLOSED CUT VALLEY,
WHERE VERTICAL WALLS MEET ROOF LINE, FLASH
W/ 4X5 L-FLASHING NAILED 6" O,C, AND
SECURED TO ASPHALT SHINGLE W/ROOF CEMENT.
GARAGE DOOR FRAME
GARAGE DOOR FRAME TO BE PT 2X6 8'-0"
W/(3) 1/2"~ J BOLTS USING 2"~ WASHERS
& EVENLY SPACED ALONG LENGTH,
CEILING
1/2" CEILING BOARD W/1-1/4" TYPE W SCREWS 12" O,C,
(ASTM 1002) OR NAILED W/1-1/4" DRYWALL NAILS @
7" O,C, (ASTM C514), PLACE BOARDS W/
lONG DIMENSION PERPENDICULAR TO FRAMING,
SOFFIT/FACIA
PER SPEC
OVERHANG PER
ELEVATION
BUILDER NOTE:
ALL ENGINEERED TRUSS
DRAWINGS TO BE FURNISHED
TO ENGINEER OF RECORD
FOR REVIEW PRIOR TO FINAL
ISSUE OF DRAWINGS.
r8X8 W1.4 X W1.4
OR FIBERMESH
~- . ,.J.-
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. ~, : ' ." ~ - " '.... '.v-r- ....."L__......
,...... 4 ~ " ,r , n..-.
v...I Il.t'". -..:t
-r- '/ -'r
-t 8" {4'~_ 1 -#5 CONT.
T
.
PATIO/PORCH FOOTING
SCALE 1/2" == l'
rt-. ~. - ot. - - 0 - --:tJPa\lOSlab (By o~:rs) - 0,: -0 i+ - - 0 - +1"0 - o~ 0 - 0: T
i ro_o-,-,_o ,_o_,-,-,-,_o_,-,-,-,_o_o-,-_ol I
I , I
1+\ I
I I "" ~ I
, ~ ~ 12 x 16 footing T
i:, see wall detail I
I I ~ ~ I
I \ I
I I ~ ~ ~ I
I ~ I J I T I
I I I HVAC SCHEMATIC ONLY I I
I I & - I I
+ BAR ADD~')
I I rt.0_.-\~.-/~ I~I
I I . r _:.~_._o_~=- T I I T I
" +'" " I ~14 A'_ 2" 9'-10" I I I
FLOOR SLAB OF PLANT MIX
CONCRETE 2500 P,S,I. 4"
THICK wi 6X6 10/10 GAUGE I I
I 'REINFORCING MAT W/ MIN, 1" I" I' 12"x 16" footing ~. "
COVER. TERMITE TREATED SOIL 'I L. _ . _ . _~ -= see wall detail
, I w/ VAPOR BARRIER OVER " ! -~ I ' "
COMPACTED CLEAN FILL, I '
FIBERMESH CONCRETE MAY BE L . ~ L J
USED IN PLACE OF MESH, I '
+ DENOTES CONCRETE FILLED CELL . I Ll -. -1H' - . -1-1 . - . ,
I I W/1 #5 FROM FOUNDATION TO I -
BOND BEAM (TYPICAL) , ,~ i COLUMN FOOTER . - . - , - . - . - . - \~
~ THE BUILDER SHALL VERIFY I I K r' . I SEE DETAIL ~
I' T I THAT THE FOUNDATION BEARING + .- ~..,......... "'v
SOIL HAS A MINIMUM LOAD 'l WALL LOCATION REVISED
CARRYING CAPACITY OF 2,000 . I . 1 5'-9" 3'-9" 4'-10" _ A A ~.A..A
, , POUNDS PER SQUARE FOOT, I , -...-..... "-' --
I I I I I ~EcgW~~ FOOTER &
SEE DETAIL
&
&
BAR ADDE
WINDOW REVISED
BAR ADDED
......A~
~
00
r
00
1'-3"
TRUSS ANCHORS
TRUSS TO BLOCK WALL CALCULATED FOR WORST CASE SCENARIO
(1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS
CONNECTED W/(10) 8d NAILS @ EACH STRAP
FOR (1 ) PLY OR HIP GIRDER, USE (2) US? TA20 EACH END
FOR (2) PLY GIRDER USE (3) USP TA20 EACH END
FOR GABLE END TRUSS, USE (1) USP TA20 OR EQUAL
UNLESS NOTED OTHERWISE
WINDOWS
ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH
ANS!/AMMA/NWWDA 101/IS2 STANDARD AND LABELED AS SUCH,
WINDOWS INSTALLED PER MFG, INSTRUCTIONS FOR APPLICABLE
DESIGN PRESSURE. WINDOWS SHALL BE ANCHORED
INTO STRUCTURAL SUBSTRATE WHERE BUCK THICKNESS IS
> 1-1/2", FOR ANY 2X BUCK STRIPS, ATTACH TO MASONRY
W/#4 CASE HARD OR T -NAILS @ 4" O,C.
ALL MULLiONS SHALL CONFORM TO FBC REQUIREMENTS OF
1,5 X THE DESIGN LOAD,
PRE-ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS
SHALL BE DESIGNED AND CERTIFIED BY A STATE OF FLORIDA
REGISTERED PROFESSIIONAL ENGINEER AND SHALL BE ISSUED TO
THE ENGINEER OF RECORD FOR REVIEW PRIOR TO INITIATION OF
CONSTRUCTION,
&
FOUNDATION PLAN
W/HVAC
1 '
1/4"
&
WALL LOCATI~N REVI~
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JAMES A. CARNICELLI, P.E. 19727
lL.- ~
t='...,=~'f~.\l~.fl CARNELL 'L"nglneerln!. D.-I. r ~''''''
&;;...\>..-,.f;"i:~i~;f$. ,&:,.J . .& .n.. ","",P" ~
.~,~3j!.;\ Chll, Kn.virotm~."'Jlt$, i'llt.md:n, si~ .; ,
2225 East Edgewood Drive, Suite 5
Lakeland, Florida 33803
(863) 666-3727 Fax (863) 666-5747
JOB NAME: DRAWN BY: LAZ
SCALE: 1/4" -
CHARLOTTE DATE: 7/13/99
JOB NUMBER
~ UPDATE PER CODE
In. FOUNDATION PLAN
REV.
FOR APPROVAL:
R & R APPROVAL
DESCRIPTION
TO SHOP:
I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
OPINION AS A LICENSED PROFESSIONAL IN THIS
JURISDICTION, I HAVE REVIEWED THE ATTACHED
DESIGN AND FOUND IT TO BE IN SUBSTANTIAL
COMPLIANCE WITH SECTION 1606 OF THE
FLORIDA BUILDING CODE.
~ (813)
Ryman
782-0825
Fax (813) 788-6773
Construction Inc.
CertifIed Building Contractor
37325 S.R. 54 W.
Zephyrhills. Fl. 33541
Cert. HCB C035134
KEVIN L. RYMAN
DESCRIPTION: FOUNDATION & DETAILS
JAC
LAZ
BY
TO FIELD:
AS BUILT:
5-6-02
9-30-99
DATE
I CHECKED BY:
l' -0"
JAC
CA2813
SHEET
2 OF 2
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(A) 1 /8"
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LEFT ELEVATION
(A) 1 /8"
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RIGHT ELEVATION (A)
DOOR SCHEDULE
NUMBER Deseri tion Size
001 Hin ed Door 3' x 6'-8" 3'x6'-8"
002 Hin ed Door 3' x 6'-8" 3'x6'-8"
003 Slider 2-Panel 6' x 6'-8" 6'x6'-8"
004 Hin ed Door 2'-6" x 6'-8" 2' -6"x6'
005 Hin ed Door 2'-8" x 6'-8" 2' -8"x6'
006 Hin ed Door 2'-8" x 6'-8" 2' -8"x6'
007 Hin ed Door 2'-6" x 6'-8" 2' -6"x6'
008 Hin ed Door 2'-6" x 6'-8" 2' -6"x6'
009 Hin ed Door 1'-6" x 6'-8" l' -6"x6'
010 ObI. Bi-Fold 2'-6" x 6'-8" 2x 2'-6"
011 Obi. Bi-Fold 2'-6" x 6'-8" 2x 2'-6"
012 Hin ed Door 1'-6" x 6'-8" l'-6"x6'
013 Pocket Door 2'-6" x 6'-8" 2'-6"x6'
014 Overhead Door 16' x 7' 16'x7'
015 Hin ed Door 3' x 6'-8" 3'x6'-8"
1/8"
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(B) 1/8"
ALl WORK SHALLCOMPl.. Y wm\ ALL
PREY AlLING CODES, FLORIDA BU1LDING
CODE NA nONAL ELECTRIC CODE ^",n
CITY OF ZEPHYRHllLS ORDJ}:,A.'\CES
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WINDOW SCHEDULE
10 DESCRIPTION
Wl Double SH25
W2 SH25
W3 SH25
W4 SH23
W5 SH25
COMPONENTS AND CLADDING
FBC 2001 SECTION 1606,2
NO. EFFECTIVE DESIGN WIND
lONE WIND AREA PRESSURE
A 4 .$.10 +21,8/-23,6
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B 4 .$.20 +20,8/-22,6
C 4 s50 +19,5/-21,3
0 4 .$. 1 00 + 18,5/-20,4
M 5 .$.10 +21,8/-29,1
88 5 .$.20 +20,8/-27,2
CC 5 s50 + 1 9,5/-24,6
DO 5 .$. 1 00 + 18,5/-22,6
TYPICAL EXAMPLES
A 1/2 32, 1/2 33, 1/2 34, 22
8 1/2 35, 1/2 36, ALL SH 2_
SH 32-34, 3-0 DOOR OR LESS
C SH 35, 36, 5-0 OR 6-0 SGD
0 8-0 SGO, 8-0 OHD
16-0 X 7-0 OHO < + 1 8,5/-22,6
ONLY END ZONE OPENINGS WILL BE
NOTED ON FLOOR PLAN,
THE MAX, DESIGN PRESSURE FOR THE
GARAGE DOOR IS -22,6,
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JAMES A. CARNICELLI, P.E. 19727
AREAS
LIVING
GARAGE
ENTRY
(OPT) R~AR
TOTAL
I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
OPINION AS A LICENSED PROFESSIONAL IN THIS
JURISDICTION, I HAVE REVIEWED THE ATTACHED
DESIGN AND FOUND IT TO BE IN SUBSTANTIAL
COMPLIANCE WITH SECTION 1606 OF THE 2001
FLORIDA BUILDING CODE
1,250 d.
425 s.f.
10,{ ..f.
1,782 ..f.
P ArpIO 120 ..f,
1.902 s.f.
UPDATE PER CODE
JAC
BY
TO F\ELO~
AS BUILT:
5-6-02
DATE
REV.
FOR APPROVAL.
R & R APPROVAL
DESCRIPTION
1'0 SHQP',
~ (813) 782-0825
Ryman Construction Inc.
2225 East Edgewood Drive, Suite 5
Lakeland, Florida 33803
863 666-3727 Fax 863 666-6747
JOB NAME: DRAWN BY: LAZ
SCALE: 1/4" =
CHARLOTTE DATE: 7/13/99
JOB NUMBER
DESCRIPTION: FLOOR PLAN & ELEVATIONS CA2813
&
Fax (813) 788-6773
CHECKED BY:
JAC
l' -0"
Certified Building Contractor
37325 S.R. 54 W.
Zephyrhills, Fl. 33541
Cert. HCB C035134
SHEET
1 OF 2
KEVIN L. RYMAN