HomeMy WebLinkAbout08-8501 (2) ALUM RISER PANEL ALUM RISER PANEL - ' ALUM RISER PANEL ALUM RISER PANEL - - '
SIZE DEPENDENT ON SPAN \ /SIZE DEPENDENT ON SPAN SIZE DEPENDENT ON SPAN SIZE DEPENDENT ON SPAN
ENGINEER'S NOTES: SEE SPAN CHART SEE SPAN CHART \ SEE SPAN CHART /SEE SPAN CHART 4'x.030' COMPOSITE PANEL RO10
/ FASTEN W/ (5) *10x3/4' \ / FASTEN W/ (5) I0x3/4' ♦ / FASTEN W/ (5) *10x3/4' \ / FASTEN W/ (5) *10x3/4' \ , FASTEN V/ 1/4'x 5 HEX HD SCREWS
I.THE BASIC DESIGN WIND SPEED= UP TO 130 MPH, 3 SEC GUST / SEMS PER PANEL \ r SEMS PER PANEL \ / SEMS PER PANEL \ / SEMS PER PANEL \ / B/F EN E RAW(E EDGES SEALS
2. THE WIND IMPORTANCE FACTOR IS I.0 2 x2x.040' ALUM I1' OC@ BOTH ENDS L ROOF
3. THE WIND EXPOSURE CATAGORY ='B' / 2x4'x.040' ALUM ANGLE 2' E.P.S.FOA\ /EXTRUDED TUBING rEPSSW\ /x2'x04Q' ALUM 2' EPSTOA>M _x2'x.040' ALUM 'Z' r�pu\ / Q ppNE
FASTEN V/ FASTEN TO HOST ROOF TUBING PURLIN B 4' O.C. @ 4. O.C. NEV C
4. THE INTERNAL PRESSURE COEFFICIENT = ♦.18/-.18 / NIOxI 1/2' SMS / FASTEN TO HOST ROOF
TOTALLY ENCLOSED TYPE ll STRUCTURE ! 2t6' MAX 0C INTO 'ST BEACH
V/*10x4 1/2' SMS ! FASTEN TO HOST ROOF
5. C&C DESIGN WIND PRESSURES ARE PER TRUSS FRAMING PEACH RAFTER STRUCTURE W/*10x4 1/2' SMS ! STRUCTURE V/*10x2 1/2' SMS !
•••••• :::= @EACH RAFTER @EACH RAFTER
FBCR 2004 TABLE R301.2(2) I :;• :._;??- == ' I L ES9�
::::::::: :::::::::• ::::::::: CC.
MAY BE USED FOR ADDITIONS TO MOBILE HOMES I 1 I I I ( II =• T
MODULAR S. PARK MODEL HOMES AS WELL AS l I I I ( I l i IIEXISTING
SITE BUILT BLOCK OR FRAME HOMES. SHINGLED ROOF
--i' MAX XISTING I---1' MAX XISTING XISTING / EXISTING
ROOF STRUCTURE / \ ROOF STRUCTURE / ROOF STRUCTURE / \ ROOF STRUCTURE / DETAILG2 /
\ FASCIA STRIP RAFTER OR TRUSS/ \ •x.020' FASCIA STRIP RAFTER OR TRUSS, \ RAFTER OR TRUSS/ \ RAFTER OR TRUSS, \
COMPOSTITE
FASTEN V/ALUMFASCIA "C / \ FASTEN VASCIA 'C' / EXISTING PANEL RO
CCIIP@4' DC. / CLIP / \ NOTE SEE SEE SPAN TABLE BELOW / \ ONOTE SEE SPAN TABLE BELOW STRUFC�TURE OVER EX IN
A DETAIL A- 1 DETAIL A--2 DETAIL B-2 DETAIL B-2 SHINGLED'
OVERHANG CONNECTION OPTIONS INTERIOR SPAN CONNECTION OPTIONS ALL WORT:SHALL CO PL Y WITH ALL
101 MAX ALUM RIDGE CAP . ' ALUM RISER PANEL — FVAILING COILS. FLORIDA UIID_ J
ALUM RIDGE CAP FASTEN W/ alOz3/4 SEMS \ SIZE DEPENDENT ON SPAN ALUM RISER PANEL N J NATIONAL L ELECTRIC CO FASTEN V/ NlCx3/4' SEMS i V/NEOPRENE WASHER SEE SPAN CHART\ SIZE DEPENDENT ON SPAN DEAN )
W/NEOPRENE WASHER i BOTH SIDES OF PANS / FASTEN W/ (5) NlCx3/4• \ -SEE SPAN CHAR
BOTH SIDES OF PANS \ \ / SMS PER PANEL S. FASTEN W/ (5) *IC*2/,4'�' ��.R-I C (�P Ti.
SMS PER PANEL' ZEII �.Il_LS, ,�DlNANCEU
/ALUM RISER PANEL /ALUM RISER PANEL
SIZE DEPENDENT ON SPAN SIZE DEPENDENT ON SPAN �' STYROFOAM /
-SEE SPAN CHART 2' STYROFOA>H -SEE SPAN CHART 2 STYROfOA\ INSULATION DETAILS
FASTEN V/ (s> NlDx3/4• INSULATION ASTEN INSULATION ` / KNEE WALL CONNECTION
SMS PER PANEL /
PAN W/ INSULATION ROOF OVER, SYSTEM . .. ._• 1 I ads @ NEW RIDGE
SINGLE WIDE MOBILE HOME == ... \ _ I
"• z2'z.040'ALUM TU E
1/ 'x2'xl 4 - I (n
R CEf . TO CHANNEL @16' DC. FASTENEDgT l
•• ° TYP. TOP&BOTTOM , ��
�,, CO CTION
U CHANNELS @ ((
TDP&BOTTOM V/(2) I
l *10x3/4 SMS BOTH SIp� 1
EXISTING r ll
XISTING XISTING ROOF STRUCTURE
ROOF STRUCTURE / T ROOF STRUCTURE / RAFTER OR TRUSS
RAFTER OR TRUSS , \ RAFTER OR TRUSS -� \ /
/ \ / \ EXISTING FASTEN REC. CHANNEL
2'x2'x040' ALUM ' 2'x2'x.040' ALUM / \ 2'x2'x040' ALUM / \ ROOF STRUCTURE TO HOST ROOF STRUCTURE
TUBING PURLIN @ 4' OC. TUBING PURLIN 0 4' O.C. TUBING PURLIN 0 4' OC. RAFTER OR TRUSS V/ (2) NlOx2 1/2' SMS
FASTEN TO HOST ROOF / FASTEN TO HOST RUEF / FASTEN TO HOST ROOF \ PEACH RAFTER
STRUCTURE V/N10z4 1/2' SMS- STRUCTURE V/*ICx4 1/2' ;;M$. STRUCTURE V/*10x4-1/2' SMS -
\ACH RAFTER PEACH RAFTER BEACH RAFTER
A / NOTE SEE SPAN TABLE BELOW / NOTE SEE SPAN TABLE BELOW
/ NOTE SEE SPAN TABLE BELOW - -
- - NEW ALUM PAN ROOF OVER
TOP OF INS. FOAM
FASTEN WITH a10 x3/4 SCREWS
DETAILC-- 1 DETAILC-2 DETAILD
RIDGE CONNECTION OPTIONS PANEL CONNECTION @ 2' STYROFOAM INSULATIO
ON TOP U EXISTING ALUM PAN ROOF
BETWEEN ALUM '2' PURLINS 24' D.C.
_ _ EXISTING RIDGE ALUM RIDGE CAP
FASTEN W/ NlOx3/4' SEMS NW/NEOPRENE WASHER
- BOTH ::5 :
PANS
2x 332' AL N ROOF/ FASTEN *103/4' SEMS
3/W R \\\ 2E STYROFOAM ROOF INSULA�DNR� R0� OVE NEV gLUN PqN RaOF 0�
\ / PAN ROOF fklSTLyG q(UM
PAN W/ INSULATION ROOF OVER SYSTEM '
DOUBLE WIDE MOBILE HOME ' E IS�ING aL`_RE ALUM. '2'x2' Z' PURLINS " PqN R
' PAN ROOF TRUC(U PURLINS 4' O.C.
��STEN 2'W/ N1UM SHEETING
EXISTING— _ EXIslINO S W/S*EOx3//4EXISTING ALUM PAN TEKS ROOF Ek/STING STRUCTURE
D I CAULKCORASTX RIP SEALANT@EDGES 'CUT EXISTING PA.'IS NEW ALUM PAN ROOF OVER 2" STYROFOAM INSULATION BOARD
A VERT MEMBER
I BACK TO EXISTING BEAM I OVER EXISTING ALUMINUM PAN ROOF
2'x4'x.040' ALUM. ANGLE
FASTEN W/ PANEL DIMENSIONS MAX SPAN 13OMPH MAX PAN 125 MPH
,y *ICI 1/2' SMS e g e
a MAX B.C. INTO BETWEEN SUPPORTS BETWEEN SUPPORTS FASTENERS V/WASHER /SEAL HEAD
FAST L D E T AIL G / /PURLIN SPACING /PURLIN SPACING
/4' (4' D.C.)
\ 3 4' SEMS EPER PANEL MI? EACH IN 3SUPPORT LOCATION
EXISTING POST& CONNECTION @ I I/4•x12'x.026' Al. PAN
BE ALUM FRAME WALL FASTEN W/ MIN (5> *10x3/4' (4' D.C.)
z0 DETAIL' I I/2'xl2'x.026• AL PAN 4' 4'
b^ / \ SEMS PER PANEL 2 EACH SUPPORT LOCATION
"'v~, S / 3'x12'x.O24' AL PAN 9' 10' FASTEN W/MIN (5) 010x3/4' (4' D.C.)
WD \ SEMS PER PANEL 2 EACH SUPPORT LOCATION
�- 3'xl2'x.032' AL PAN 11' 12' FASTEN W/MIN (5> *10x3/4' (4' D.C.>
- - - SEMS PER PANEL 2 EACH SUPPORT LOCATION
BUILT UP ROOF SYSTEM KNEEWALL CONNECTION®EXISTING WALL/ROOF 3'x 4x.03' COMPOSITE IN EPS 11 -9' I* EPS I2'-4' FASTEN W/MIN (5) *10x4 1/2' (II' D.C. APPROX)
ITH WALL MAY BE REDUIRED 2* EPS I2'-II' 2* EPS 13'-4' SEAL HD PER PANEL 2 EACH SUPPORT LOCATION
ALUM RISER PAN ROOF CONTRACTOR TO VERIFY CONDITION 4' x4'x03' COMPOSITE 1* EPS 12'-8' 1* EPS 13'-2' FASTEN V/MIN (5) *10z5 1/2' (11' D.C. APPROX)
OF
RUST STRLCTURE NOTE; COMPOSITE PANELS MAY BE SUBSTITUTED FOR ALUM PANS 2* EPS 15'-2' 2* EPS 16-0' SEAL HD PER PANEL 2 EACH SUPPORT LOCATION
PER SPAN TABLE BELOW WITH APPROPRIATE FASTENER AS NOTED David W. Smith, P.E.
MECHANICAL ENGINEER.DEVELOPMENT CONSULTANT
D.W.SMITH M . P.E. 53608 ROOF OVER SYSTEMS SHEET OF
FLORIDA PROFESSIGNAl. ENGINEER LICENSE MBER 53608
I hereby certify that I have performed and reviewed this plan and found ProjectS Consultina Engineer 1 OF 1
it to be in compliance with ASCE 7-02 & sections 1609 of FBCB 2004 and 9909 YALLASTON DRIVE-DADE CITY,FL IDA 33525 DESIGN/DRAWN DATE PART NO.
section R301 of FBCR 2004 edition & the 2006 SUPPLEMENT to FBC 04.. PMDNE:352-521-0865 FAX:352-521-0867 E-MAIL: d■sflpe€eorthlink.net D.W.SMITH,P,E. 07/23/08
David W. Smith,P,E, PASCO PERMIT SERVICE SCALE I RFOVR-01A
ENGINEER L CENCE *53608 SUZANNE BAHR 813-788-5314 AS NOTED 130