HomeMy WebLinkAbout08-8632 (2) FLOOR PLAN
EXIST . PARK MODEL
13 X 37 ' -6"
7 '
----------------
ADD 2 ' X 44 ' -6" SLAB TO EXISTING
------------------------------------- -------------------------------------------------------------- -------------------------------------------------------------------------
SHED SUN ROOM
WOOD FRAME
CARPORT
OVERHANG
3"X3"X . 093
POSTS
2X3 POSTS & BEAM
3068 2X6 SMB a
--5'--I-----5' - ---4 '-- ----� ' -�-4 '--�- '- 9'-3 U 49,-3„
I I I
--- 10' 16' 18 '-6" ��4 '-
3"X . 030 COMPOSITE PANEL ROOF FL 2291
VINYL SIDING 2X6 SMB z
2X3 KNEE BRACE
II 3"X3"X . 093 3 '-0"
63" H POSTS L
WINDOWS
N
z
4 " KICKPLATE
/ VINYL SIDING 10'
NEW SLAB
10 ' 16' '-
EXIST . SLA$
SIDE ELEVATION
CODE. \TIC\.
S
7'rx&e-o' PV L.�'y l V C'fLIrLCg 3912�DUAKER RIDGE DR. u I ND ZONE
ZEPHYRHILLS, FL. 33540 110 MPH
621210 Ti Ifutg ZQad
MAJESTIC OAKS
3rNtytclt[LL3., 971. 335112 SUN ROOM , D, CARPORT, SHEET
AND CONCRETE SHE SLAB
cS'ttzastit� LTafeL (813) 788-53111 DESIGN/DRAWN DATE
�'ric V�ti 12/04/08 1 OF 1
ENGINEER'S NOTES: - 2 1/2' X 1 1/2' RECEIVING CHANNEL ADD OPEN BACK
BASIC WIND VELOCITY: 125 MPH THRU BDLTED TO POST WITH 3' COMPOSITE PANEL ROOF
IMPORTANCE FACTOR: 1.0 5/16-18 BOLTS FOR SIDE BEAM STRUCTAL OR ELITE OR EQUIV. INSIDE 2�
CORROSION RESISTANT BOLTS, FASTEN PER MFG'RS SPECS.
EXPOSURE CATAGORY: B #10x3/4' CORROSION RESISTENT MAXWASHERS, NUTS- TYPICAL W/#14x4 1/2' SEAL HD FENDER WASHER SCRWS
INTERNAL PRESSURE COEFFICIENT=+,18/-.18 WASHER HEADED SCREWS D.C.
DESIGN WIND PRESSURE ARE PER TABLE 1609.63 TYP BOTH SIDES #10x3'
ROOF: +11/-28 PSF ZONE 13 INTO SIDE SMB 26' D.C. 2 8' O.C. M
' LJ WALLS: +27/-29 PSF ZONE 4B '
STRENGTHENED
° " " " ALUM COLUMN DETAIL
° � ALTERNATIVE TO 2x3 STUDS
DETAIL OF
FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA SIDEBEAM �/ FASTEN 2x3 EDGE BEAM
WITH 1110x2' LAG SCREWS@ 12' D.C. MAX CONNECTION 2'113'X.045' 2'113'X.045 TO COLUMN
ALUM FLASHING
W/(2) #1x3/4' TECHS Ctl1R£
(2) ROWS STAGGERED W/ CAPRI CLIIPS W/
INSTALLED UNDER DRIP EDGE OR 6' ALUM COLUMN ROOf
#8 X 1/2' CORROSION RESISTA UNDER FIRST ROW OF SHINGLES CONNECTION DETAIL OF T STRU
1FOR ALUM UFLASSH FLASHING
ALL PURPOSE SCREW POST TO 2"x3" BEAM SEALNWITH CAULK
COATING NOS
SEAL WITH CAULK
NOTE: FOR ENCLOSED WALLS MAY USE REC. ALUM FLASHING H
COMPOSITE TRUCZUR6 ROOF 3' COMPOSITE PANELS SECURED IN FOR HANNEL 0
ROOF PANELS2x3 COLUMNS S
NOSE S W/#10x3/4'CHANNELS
S 2A18A D.C. MAX PANELS
MEMBERS PANELS 118 X 1/A` CORROSION UE SCREVTANT
OFFET MAT'LS PROVIDE 1/8' DIA VEEP HOLES AT OUTSIDE BOTTOM OF REC. CHANNELS COMPOSITE
OR ENCLOSE 2' R10010 FOAM INS. V/ .024 ALUM MOBILE HOME SKIN OR ROOF PANELS S
DRYWALL AT INSIDE WALL & I/2' CDX FASTENED V/ 110 TEKS a 12' O.C. #1/4' 112 1/2' #14x3/4' TEKS
-- ------------
------------
COVER V6 IN
SIDING OVER TYVEK OR EOUiV. VAPOR BARRIER TAPCONS (3)/SIDE a T
1x3 OPEN BACK U
EDGE OF PANEL FINISHED W/ U C
RECEIVEING CHANNEL FASTEN W/
1110x3/4' TEKS 8'O.C. I T
a
I- _� �� U
REC. I?
' • '.ii• i IF• R
3x2 x.045' 1X3 OPEN BACK CHANNEL 1�, i� ' , ��' FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA : E
FASTEN FASTEN FOR COMP. ./ •''. L WITH 1110x2' LAG SCREWS@ 12. O.C. MAX
PAN
W/ 1110x3 1/2' TEKS ELS •,- (2) ROWS STAGGERED
W/ 1110x3 1/2' TEKS p M �I
12• D.C. a 12' D.C. _ •, • ..
CAULK BEFORE FASTENING •
TYPrCAL-CONN-ECTION 'DETAIL
BASE RAIL TO DECK AND TO COLUMNS'
CONNECTION TO EXISTING HOME
0' WIDE MAX WINDOW SIZE WINDOWS RATED FOR 125 MPH PER DETAIL
/60'
ITH 2x2 COLUMNS PTIOTE WINDOW MFGR TO PROVIDE
2'x3' ALUM COLUMN TYP (TYPICAL) INSTALLATION INSTRUCTIONS
WIDE MAX WINDOW SIZE &WINDOWS TO BE INSTALLED PER 3' COMPOSITE PANEL ROOF #8 X 5/8' SMS W/WASHER
ITH 2X3 OR STRENGTHENED COLUMNS 'FGR'S INSTRUCTIONS STRUCTAL OR ELITE OR EQUIV, CORROSION RESISTANT
ER DETAIL ABOVE (TYPICAL) FASTEN PER MFG'RS SPECS.
3'112'X,045'
6r- / u
2'x2'STENXWITH 2x2'M BLOCKING
CRI CLIPS
+23 PSF +23 PSF +23 PSF -23 PSF a'23 PSF +23 PSF
2x3 ALUM POSTS @ 16' D.C,
-25PSF -25PSF -25PSF -25PSF -25PSF -2VSF 6'X6' ' I
VINYL SIDING OVER x �.
15/32' CDX OR OSB I / SLIDING ASS DOO U
STRUCTURAL �I / �� 30' REF COLUMN 2 CORNERS +23/-2 PSF
SHEATHING FASTEN W/ �III Ii I 1
OR#10x3/4' S.M.S 86' D.C. II IIii ii II
Il
ALUM COMPOSITE PANELS �I II /� I -
IN RELIEVING CHANNELS Ii
O
-----------------------------------------
SWALE AS NECESSARY
FRONT ELEVATION
3000 PSI CON(.
-VARIOUS LENGTHS -- 12'W X 16' D FOOTER FASTEN UP TO 36' W/ (1) #5 REBAR CONTINUOUS.
NOTE: 3000 PSI CONCRETE SLAB 4' THICK W/ 2x2x.045' ALUM I6' MAX
6x6/10-10 WWM OR FIBER FILL TYPICAL W/5/8'x3/4' SMS SIDE ELEVATION AY SUBSTITUTE
OVER 6 MIL VAPOR FILM W/ EDGES
LAPPED 6' & TAPED 3'x6'-8' PH DOOR
W/ 3x2 ALUM HEADER
+24/-27 PSF
I hereby certify that I have performed o9eviewed this pLde,
n 4
and
it to be in compliance with ASCE 7-02& section R301 tithe rida Building E6de, ition D.W.SMITH,M.S.,P.E.#53608 SHEET or
and the 2006 SUPPLEMENT to FBC 04. RJtIDA PR CD 0 ESSI0NAL GIICCR LICZNSC RER 536A SUN ROOM
l� Custom Home Plan Service ADDITION 1 OF 1
99O9 WALLASTON DRIVE-SAXCITY.FLORIDA 33323 SCALE DATE PART NO.
?j.Q AOC'352-21-De55 r 32'52i-C, C wilt:d.srtaeeeo•thI,knt DO NOT SCALE 04/22/08
David W. Smi'th,P.E.#53608PASCO PERMIT SERVICE I DESIGN/DRAWN I CHECKEDI GLAS 08
SUZANNE BAHR 866-824-7894 D.W.SMITH,P.E. 125
ENGINEER'S NOTES: 3'x4'x 032' COMPOSITE PANEL
ROOF FASTEN W/ #14x4 1/2'
I,THE BASIC DESIGN WIND SPEEDS 125 MPH, 3 SEC GUST @ 8' OC. ATENDS AND RAKES
DR ALUM FLASHING
2, THE WIND IMPORTANCE FACTOR IS 0.77 FOR 12'x3' x.032' ALUM PAN ROOF FASTEN W INSTALLED 6' MIN UNDER
3. THE WIND EXPOSURE CATAGORY USED IS 'B' FASTEN W/ (3) #10x3/4' WASHER/ FIRST ROW OF SHINGLES
4. THE INTERNAL PRESSURE COEFFICIENT FOR OPEN BUILDINGS IS 0.0 SEAL HD TECH SCREWS@ BOTH ENDS DR UNDER DRIP EDGE
5. C&C DESIGN WIND PRESSURE, ROOF =+18/-27 PSF VALENCE CAP
#8x1/2' CORROSION RESISTANT HOST STRUCTURE ROOF
WASHER HEADED SCREWS 12" APPR0X ----
ALUM FLASHING ///INSTALLED 6' MIN UNDER
#8 X 1/2' CORROSION RESISTANT FIRST ROW OF SHINGLES 1/2
ALL PURPOSE SCREW �I MIN-- DR UNDER DRIP EDGE7
FASTEN 3',12'x032' ALUM PAN ROOF PANELS 1•
3105-H28 ALUM. TENSILE=28KSI/YIELD=24KSI _
BOTH ENDS W/ #10x3/4' TEKS \ 3/B-16 HEX HD BOLT, WASHERS &NUT
(3) SCREWS PER PANEL EQ. SPACED \ CORROSION RESISTANT C2)
CORROSION RESISTANT
EXISTING 2',_'x044' 3'X3 1/8'x10' BREAK FORM CHANNEL Gj
ROOF ALUM. TILT BEAM ATTACHED TO HOST STRUCTURE
W/ #10X3' SMS CORROSION RESISTANT
MA; @16' D.C. TO HOST STUDS
STRIP SEALANT BETWEEN FACIA&HEADER
FASTEN RECEIVING CHANNEL II
TO HOST 2x4 MIN FACIA W/ 4X VIEW C
#10x2' SMS OR LAG SCREWS SPAN=13' MAX FOR 3'xI2'x.032' ALUM PANS
@ 12' D.C. MAX (2) ROWS STAGGERED SPAN =17'-3' FOR 'RHINO' GALV. STEEL PAN (3'X12'X26 GA. RISER PANELS) L�
NOTE: CDNTRACTER TO VERIFY FACIA ATTACHMENT DETAIL
CONDITION OF HOST STRUCTURE SPAN FOR 3'X.024' #1 DENSITY COMPOSITE PANELS =16'-6' MAX
SPAN FOR 3'X.030' #1 DENSITY COMPOSITE PANELS =19'-6' MAX v X
1/2-13 HEX HD BOLT, WASHERS &NUT
CORROSION RESISTANT (2) X 3',3'x,063' TO 8'-6' MAX
11 GA INTERNAL ALUM BASE g 3',3'x.093' TO 10'-6' MAX N
PREDRILL VERT FLANGES (6) 1/4' rAPCONs/WASHERS&NUTS 2' MIN CD ALUMINUM COLUMNS @8' DC. MAX WITH 2x4 EDGE BEAM
(2) 1/2' THRU BOLTS IMBEDMENT. CORROSION RESISTANT ALUMINUM COLUMNS @10' D.C. MAX WITH 2x6 EDGE BEAM
TYPICAL
- - I
3/8-16 HEX HD BOLT, WASHERS &NUT
3/8-16 HEX HD BOLT, WASHERS UT CORROSION RESISTANT (2)
" '• -:'-"=r *- =: - CORROSION RESISTANT (2>
4' CONCRETE SLAB OR FOOTING 11 GA INTERNAL ALUMINUM BASE
WITH 6X6 10/10 WWM OVER DETAIL OF O PREDRILL VERT FLANGES
6 MIL POLY FILM OVERLAPPED 6' END POST TO CONCRETE (2) 3/8' THRU BOLTS
TH
OVER CLEAN COMPACTED SOIL CONNECTION
WITH EDGES TAPED 2',4'x.063' COLUMN' 5 FASTENED EXPANSION BOLT- -- - - -- - ALUM TILT BEAM 2 1/2' MIN. ENGAGEMENT WITH SLAB
3'x3'x,063'
ALUMINUM COLUMNS @B' O.C. MAX
TYPICAL (3) IN FRONT@ 8' O.C.
GRADE ENLARGED VIEW
I NOTE NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION
T COLUMN TO SIB 4' 2500 PSI NOMINAL SLAB W/D FOOTER MAY
__ BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12'
H&W=6'x8' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
ALT 062 INTERNAL
U CUP 3',3'X.063' ALUMINUM COLUMN H&W=12'x12' FOR GRADE SLOPES GREATER THAN 2'/
NEW SLABS TO HAVE EITHER 6'x6'-#I0/IOW COVERED ADDITION
OP FIBERMESH l� V
2',2'x062' ANGL /16-18 HEX HD BOLT, WASHERS &NUT , 250 FOOTER NOTE TYPICAL SIDE ELEVATION
EACH SIDE CORROSION RESISTANT(2) 2500 PSI W/ 1 #5 REBAR CONTINUOUS
: :i. 1'x2' ALUM BASE PLATE (TYP)
FASTEN/TDOCJONISTS
2 NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK
W/#Ex3 DECK SCREWS I hereby certif that I have
3000 PSI CONCRETE 2'X2'X2' FOOTING Y perforr�ed and reviewed this 'plan and found
OVER CLEAN COMPACTED SOIL it to be in compliance with ASCE 7-02 & R301 of the Florida Building Code, 2004 edition,
3'X3'X.06' MIN ALUM COLUMN IMBEDDED 2' MIN IN and the 2006 SUPPLE ENT t FBC 04,
PIER WITH I a 5 X 12' REBAR MOUNTED CROSSWISE David W. Smith,P.E&CENTRAL THRU COLUMN APPROX. 4' FROM COLUMN END T 2'x8' PERIMETER JOIST —
PIER FOOTINGS LOCATED PER PLAN CUSTOMER:
24'MAX D.C.
REFER TO INCLUDED SITE SPECIFIC SHEET TYPICAL DETAIL O TYPICAL I MAY BE USED FOR ADDITIONS TD MOBILE HOMES
INDICATING WHERE CONNECTION IS APPLICABLE MODULAR & PARK MODEL HOMES AS WELL AS D.1'V.S'�TITH,M.S. ,P.E. SHEET Or
ISOLATED FOOTER SIZE PER AAF 2004 TABLE 604
LOAD INDEX # A THRU O ALTERNATIVE WOOD DECK #10 TAPCONSX 3 1/2' SITE BUILT BLOCK DR FRAME HOMES. J FLJRIDA PROFESSIDNiL ENE i EER LICCNSE R,�RBER 53608 COVERED ADDITION
POST TO DECK1 OF 1
ENLARGED VIEW -CORROSION RESISTANT / Custom Home Plan Service
CONNECTION 2' MIN IMBEDMENT IN 2'x6' Z ( 4909 WALLASTON DRIVE-DADE CITT,FLQRIDA 33525 SCALE DATE PART NO.
ALTERNATIVE PIER FOOTING DETAIL : PERIMETER JOISTS J AotN-Ri-0%5 FA7752-YI-�861 E'•"IE' ds'peeewhi rct DO NOT SCA12/O1/O8 CA 125
PASCO PERMIT SERVICE DESIGN/DRAVNCHECKED „B2„
EN,1NEER LICENCE a53eO8 SUZANNE BAHR 813-788-5314 �E).W.SVITH,P.E
NOTE 3'xl2'x 032'MIN
ENGINEER'S NOTES: THE FourvDATrory sHowN IS BASED GN ALUM RISER PAN ROOF FASTEN COMPOSITE PANELS TO RECEIVING CHANNEL W/#1Dx1' TEKS @ 12' O.C. EITHER TOP OR BOTTOM &
1. THE DESIGN WIND SPEED = 125 MPH , 3 SEC GUST A M;NIMUM SOIL BEARING PRESSURE / 3 SCREWS/PANEL FASTEN PAN TO RECEIVING CHANNEL W/#10x1' TEKS (3 PER PAN) EITHER TOP OR BOTTOM
OF I000PSF.
2. THE WIND IMPORTANCE FACTOR IS 0.77 FASTEN RECEIVING CHANNEL TO HOST WALL OR HOST 2x4 MIN FACIA
WITH #10x2' SMS OR LAO SCREWS 2 12' OC, MAX
77
3. THE WIND EXPOSURE CATAGORY USED IS 'B' (2) ROWS STAGGERED
4. THE INTERNAL PRESSURE COEFFICIENT=+/-0,18 ENCLOSED ' ______________
CATAGORY I BUILDING MINOR STORAGE SHED
5. COMPONENTS&CLADDING DESIGN PRESSURES ARE PER: 3'x4' STRUCTAL OR EQUIV. INSULATED ALUMINUM COMPOSITE ROOF PANELS
FBC TABLE 1609,6B OR R301.2(2) FOR A MEAN ROOF HEIGHT DETAIL F / FASTEN TO DBL 2X4 TOP PLATE W/#10x4 1/2' SEAL/WASHER HEX HEAD SCRWS.
LESS THAN 30 FT. \AN FASTENIN ,/ 12' D.C. AT ENDS & RAKES
ROOF: +12/-26 PSF ZONE 1B - OR 3'x12'x.032' RISER PANS FASTEN TO DBL TOP PLATE W/ 310x1 1/4' TEKS (3 PER END)
WALLS: +25/-27 PSF ZONE 4B ALL FASTENERS TO BE CORROSION RESISTANT
#10 X 1 1/2' HEX HD CORROSION RESISTANT METAL SCREW
FROM FBCR TABLE R502.5(I) &WASHER&SEAL INTO DBL 2x4 TOP PLATE 1/2' PLYWOOD SHEATHING
EXTERIOR BEARING !BALL W/UP TO 20' BLDG WIDTH APPROX 6' DC MAX. (TYPICAL BOTH SIDES) FASTEN PER STRUCTURAL PANEL NOTE
HEADERS SIZE MAXIMUM 2x4 EDGEWISE BLOCKING
BEARING WALL SPAN AT PANEL EDGES DBL 24 TOP PLATE
2-2'x4' 3'-6' TO PROVIDE NAILING ✓/ CORNERS LAPPED 2x4 STUD CONSTRUCTION 216'0.C.
2-2'x6' 5'-5' WHEN WALL HT. #10 X 3' HEX HD CORROSION RESISTANT METAL SCREW USE SPI HURRICANE CLIPS AT
ROOF & CEILING GREATER THAN SPAN &`✓ASHER&SEAL INTO DBL 2x4 TOP PLATE BOTTOM PLATE & SP2 AT DBL TO
2 2'x8' 6'-10' OF PANELS APPROX 2 1/2' O.C. MAX. (3 SCREWS /PANEL BOTH ENDS) PLATE TO STUD CONNECTIONS
2-2'x10' 6'-5' AS SHOWN ABOVE @ DETAIL 2 LOCATIONS SPECIFIED IN
F STRUCTURAL PANEL FASTENING NOTE
2-2'x12' 10'-0' � � ��
3-2'x12' 12'-2' TYP WINDOW MAY BE _l
rLOCATED AT ANY SIDE
DBL 2X8 W/1/2' OSB
ND
REFER TO ABOVE HEADER SPAN TABLE
P2 FOR OTHER DOOR WIDTHS
TYP
2x HEADER
I IMPSON MST
x Q LOCAT OR Q ON'AT T IS
SH 3030
+26 PSF-
cv -28 PSF- +25 PSF
-26PSF O O
SIMPSON SPH4 R EQUIV
SP1
fTYP
f . . f Jj ,J.:
EXTERIOR FINISH H '
EXTERIOR FINISHED PER OWNERS SPECIFICATIONS
SIDING OR STUCCO AS SPECIFIED BY OWNER --
16' MAX -
LENGTH TO SUIT
SECURE TO SLAB W/ DOOR
STRUCTURAL PANELS PT 2'X4' BOTTOM PLATE 72'X78' PREHUNG
NOTE: 1/2' CDX OR OSS STRUCTURAL PANELS SHALL
NOTE: NO FOOTER REQ' I/2'
D EXCEPT WHEN ADDRESSING ERROSION EXPANSION BOLT NOTE: INSTALLATION OF DOOR TO BE
OVERLAP THE TOP MEMBER OF THE
DOUBLE TOP PLATE AND THE PT. BOTTOM PLATE 4' 2500 PSI NOMINAL SLAB W/O FOOTER MAY 3' IMBEDMENT 2 1/2' MIN EDGE DISTANCE PER MANUFACTURERS SPECIFICATIONS
BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12" 24' O.C. APPROX., WITHIN DBL HEADER JACKS
TO COMPLY WITH 110 MPH WIND SPEED Rows OF 1od NAILS 23' O.C. SHALL BE 1/2' 1' OF C❑RNERS&EACH SIDE OF
MINIMUM FROM EDGE OF BOTH MEMBERS OF TOP PLATE H&W=12'x12' FOR GRADE SLOPES GREATER THAN 2'/12' D❑ORS&WINDOW OPENINGS REQUIREMENTS
& DBL ROW AT BOTTOM PLATE
PANELS SHALL HAVE NAILS AT SPECIFIED SPACING OF 6' O.C. NEW SLABS TO HAVE EITHER 6'x6" X10/IOWWM CAULK AND SEAL DOOR BEFORE FASTENING
2 VERTICAL EDGES AND 12' MAX IN FIELD OR FIBERMESH TYPICAL SIDE ELEVATION
NOTE: WHERE WINDOWS OR DOORS INTERRUPT THE
WOOD STRUCTURAL SHEATHING AND WITHIN 4' OF r
EACH CORNER AND ATTACHMENTS TO EXISTING STRUCTURE I hereby Certify that I have perForrned and reviewed this plan and Found / FOR PARK MODEL MOBILE HOMES/'MODULAR HOME ADDITIONS
USE SIMPSON SP2&SPI OR E'JUIV 2 TOP&BOTTOM PLATE/STUD Florid a Building �5
CONNECTIONS APPLIED PER MFCRS SPECIFICATIONS it to be in COllp�lanCe with Section 1609 of the ing Code, 2004 edition �L * S .
D .NV. SLIIrI iI�1�1 7 . ,p ,E PAN ROOF `J/ STUD WALL CGNST. SHEET OF
and ASCE 7-02 & Section R301 Of FBCR 2004 &the 2006 SUPPLEMENT to FBC 04„ FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 WOOD FRAME SHED
Custom Home Plan Service
16' W X LENGTH TO SUIT I OF 1
J 19909 WALLAS TON DRIVE-DARE CITY,FLORIDA 33525 SCALE I DATE I PART NO.
\(" FHp !352.521-0865 1AX:352-52I-0867 E-MAIL': drsTI Feorthunknet AS NOTED I 12/08/08 SHED 01-16
David W. S nith,P,E. I PASCO PERMIT SERVICE DESIGN/DRAN CHECKED
--_-- - ENGINEER LICENCE X53608 1 SUZANNE BAHR 813-788-5314 D.W.JMITH,P,E, 120