HomeMy WebLinkAbout08-8539 (2) EXISTING HOUSE ROOF
ADD GLASS
WINDOWS
NEW 2X3 ALUM .
a POSTS & BEAM
20 "H KICKPLATE
co
22 '
FRONT ELEVATION III
U)
0
EXIST . HOUSE U)
H
DOOR & WALL WILL NOT BE E MOVE D w w
O 0
O
H
1
EXIST . OUTLET _ >
T__ ____________ ___ U) I
H a
5 ' -H---5 ' H___ 5 ' --- 3 w Q
H
22 '
FLOOR PLAN
• rV• VKLLiEk, III.cJ •i /�. • ��Z.�L'�� PC' ZfKLf CJC'�L1rLCC'. BILL AND NANCY MOODY WIND ZONE
I HEREBY CERTIFY THAT I HAVE PERFORMED AND REVIEWED THIS 38521 NAOMI AVE. 110 MPH
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-02 AND 9909 Wxll x.ito-it. lDhx. 621110 cj-L Rf-jt. Zed ZEPHYRHILLS, fN 33541
FLORIDA BUILDING CODE, 2004 EDITION, AND ALL UPDATES AND !Dade: CltV, T1. 33525 tvAlt.1113., 971. 33542 ENLCOSE EXISTING PORCH
REVISIONS THROUGH THE 2006 SUPPLEMENTS.
D.W. SMITH, P.E. 4 53608 II U UC� (352) 521-0865 (352) 521-0867 DESIGN/DRAWN DATE SHEET
1 91. P.E. -ELe•es.ie- #: 53608 csctzcuxe:t 7alet (813) 788-5314 tie -OaAk _11/10/08 1 Of I
ENGINEER'S NOTES - 3'x4'x 032' COMP❑SITE PANEL
BASIC \.JIND VELOCITY: UP TO 130 MPH, 3 SEC GUST ROOF FASTEN W/ #14x4 1/2' - - - - -�
IMPORTANCE FACTOR: 1.0 FOR GLASS POEMS 2 8' O.C. AT ENDS AND RAKES ____�
IMPORTANCE FACT❑R 0,77 OR DETAIL OF
,
EXPOSURE CATAGORY B " a SIDEBEAM
PRESSURE COEFFICIENT=+/-0.18 ENCLOSED STRUCTURES FAST12x3 x.032' RISER PAN ROOF A A CONNECTION
INTERNAL PRESSURE COEFFICIENT=0.0 OPEN STRUCTURE SEAL EHD TECH 5SCREWSC�) 4 BETH SENDS
2" iM�C,045" '
DESIGN LOADS FOR SCREEN WALLS= 16 PSF & 6' D.C. AT RAKE EDGES
C&C DESIGN PRESSURES PER TABLE R301.2(2) OF FBCR 04 ALTERNATIVE FASTENING METHOD
FASTEN CAPRI CLIPS W/
C&C DESIGN PRESSURES ROOF=+20/-32 PSF SOLID ROOF OPEN WALLS " 1/2' EACH FLANGE
x3/4' TECHS
2 1/2 X 1 RECEIVING CHANNEL
THRU BELTED TO POST WITH O o O EACH
5/16-18 BOLTS FOR SIDE BEAM
ALUM RIDGE CAP W/ CORROSION RESISTANT BOLTS, ALUM cos•
ALUM COLUMN
#10x 5/8' SMS CORROSION RESISTANT WASHERS, NUTS- TYPICAL 2'x2'GIRT
@ 12' O C' FASTEN W/
PAN __ W/2 #ANGLE3/4 TEKS PER FLANGE
OR n CONNECTION DETAIL OF ------
OR COMPOSITE "'�, POST TO EDGE BEAM O ® O OASTONAL 02 'TALSM 8''I CKGPLAX
TE'
FASTEN PANELS TO BEAM W/ PANEL (NOTE: PAN ROOF SHOWN BUT MAY ALSO BE COMPOSITE PANEL ROOF)
#10 X3/4' HEX HD CORROSION RESISTANT
TEK METAL SCREW
REC
,WASHER P❑❑F&SEAL _'x2'x2'x12' ANGLE cHANNE
(3) SCREWS/ PANEL - _ I #14x3/4' TEKS
(3)/SIDE
#1/4' x2 1/2' 14x3/4' TEK1/4' SAVCUT S
TAPCONS22' D.C. MAX (3)/SIDE f
1'x2' OPEN BACK GROOVE 7 CEMENIATIOUSNCCOATNING ttOst STRUCT�PE
2'xH' SMB Wx2 v BASE SCREEN RAIL SEAL ALUM FLASHING
RIDGE BEAM HEADER ° ° ° °
a 3'X2' HORIZ. BEAM ;. ', 'i" ^ •11 '� '. �.,t. ALUM FLASHING H
n
3/8 THROUGH BOLTS ;r:: '' �'� t•Y' :4' '•}%•4 '•�••''�...A #8 X 1/2' CORROSION RESISTANT
,a r ALL PURPOSE SCREW-_-\
N
WASHERS&NUTS `? EDGE DISTANCE COMPOSITE PANELS CR t'..: ':1. .• '�.r'• ` ALUM PAN
a a a .. . _• \ / / -. .,,t• .. .., .. ROOF PANELS S
3x2 x094 OR T
3"x3'x,094" AL. POST R
`. ,., u NOTE,FOR ENCLOSED WALLS NAY USE
RECEEIIVINGGFCHAN CHANNELS ATTACHED TO ALUM MEMBERS U
OPTIONAL 1 x 2 OPEN BACK ' ' '' PR >E i nuv TEKS .8'AT our°° MAXr +of roc.cHaNNELs C
ROOF 11 GABLE END WALL
�YVALLOAT INSIDE WAL&17 CDX IASTD(D V/ 1OLE�TEES eN12'D.C U
CR
F RIDGE BEAMCONNECTIONS CCIVERR[LEES SPECIIF D SID? OVER TYVEK OR E8AV.VAPOR DA IER FASTEN RECEIVING CRAVEL TO HOST 24 MIN FACIA E
VITA #1Dxz' LAG scREvse 12' ac.MAX E
ALUM RIDGE CAP W/ NOTE: NO FOOTER REQ'D FOR (2) ROWS STAGGERED
#10x 5/8" SMS CORROSION RESISTANT SCREEN ROOMS LESS THAN 500 SQ FT.
@ 12' 0, EC CHANNEL TYPICAL CONNECTION DETAIL
FASTEN PANELS TO BEAM W/ FASTEN W/ RASE AI CL OLUMN DECK
DAND
D TO COLUMNS DETAILS
I10 X3/4' HEX HD CORRQSDN RESISTA: 3/8 THRU BOLTS PANEL REEF TO HOST WALL
@12' O,C. (2) ROWS
TEK METAL SCREW,WASHER&SEAL _ FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA 2'x2' xl/8' ANGLES
WITH #1Dx2' LAG SCREA/Se 12' O.C. MAX ALUH FLASHING WITH #1Cx2' LAG SCREWS@ 12' CC. MAX xLENGTH TO MATCH BEAM DEPTH LL
(3) SCRE CIS/ PANE _ (2) ROWS STAGGERED (2) ROWS ST4GGERED
- - INSTALLED UNDER DRIP EDGE OR 6' ALUM FLASHING
UNDER FIRST ROW OF SHINGLES INSTALLED UNDER DRIP EDGE OR 6' EACH SIDE
49 X 1/2' CORROSION RESISTA UNDER FIRST ROW OF SHINGLES F-
ALL PURPOSE SCREW #8 X 1/2' CORROSION RESISTANT
J ALL PURPOSE SCREW
2'X H" S M B COMPOSITE PANELS OR
ALUM PAN
RIDGE BEAM Wx2 ROOF PANELS ASS ST�CTlRE ROpf TAE ROOF
2xH S,M B
3/8" THROUGH BOLTS HEADER SST S�RAx
OFFET MAT'L S F—
OFFET MAT'LS a
#12x3/4 LG. S.M.S. V
WASHERS&NUTS PAN _- --- COMP0SITEL Hq E•s aR w USE 1 SCR/ INCH OF BEAM DEPTH o
O,R AROOOFPANELS 0 EQUALLY SPACED
2XH" AL, ❑ST COMP❑SITE �` CORROSION RESISTANT
OPTIONAL lx OPEN BACK RECEIVEING
PANEL FINISHED WN _ __
PANEL s o 3/4'TEKCHANNEL @' .cASTE" W/ vim~ u ti 1/4' x3' LAG SCREWS
1x2 ti (TAPCONS INTO MASONRY)
IIl 2 ROOF ALTERNATIVE FASTEN
HOLLOW ED o CORROSION RESISTANT
GABLE END WALL W/ #IOx3 1/2' TEKS
Te 9. D.C. CONNECTION DETAIL OF
RIDGE BEAMCONNECTIONS DETAIL DETAIL
� WALL
PANEL R❑OF TO FACIA PANEL R❑❑F T❑ F CIA V WOODBEAMFRAMETOOOSTR MASONRY
PD.W.SMITH DT.S.'P.E. 53608 CONNECTION DETAILS DETAIL SHEET
R S R EN R M
I hereby certify that I have perforried and reviewed this plan and found `,� FLORIDAP SSI�NAI.E4GIWERLICENSENUN8LR53" SOLI 8R �au�M I H cLti�s�' C 2
�U Custom Home Plan Service
It to be in compliance with ASCE /-7—02& the F1orlda BUl1ding Code, 2004 edition �/J�J 9909 WALLASTON DRIVE-SAX CITY,FLORIDA 33525 SCALE DATE SOLID ROOF
G/ �-� euEnz-Y15 IAX352-521-0861 E-AIL, drsvipeeevu�Nenes 1/4'= 09/10/03 SCRN ROOM
and all updates & revisions Hr the 2006 SUPPLEMENTS t� FBC 04. ENGINEER PASCO PERMIT SERVICE DESIGN/DRAAN CHECKED CONNECTIONS
David W. Sr ith,P,E. LICENCE #53O8 SUZANNE BAHR 813-768-5314 D.W.SMITH,P.E• SRC 120