HomeMy WebLinkAbout09-8744 (2) NOTE: IF SCREEN ROOM IS CO'STRUCTED
DBL 2x6 GIRDS ON CONCRETE SLAB USE #1O MASONRY
ANCHOR BOLTS WITH 2" MIN IMBEDMENT ADD TUBE
r� 6 ,062'INTERNAL U CUP (3 x3'X045' ALUMINUM COLUMN@ CORNERS) DR± ALUMINUM COLUMN I OUTSIDE
2x2x.062 ANGLER NSIDE
/16-18 HEX HD BOLT, WASHERS &NUT n ,
EACH SIDE \ CORROSION RESISTANT(2) #10x3 SMS
1'x3' ALUM BASE PLATE (TYP) C° 8' U,C,
PT 2x4 DECKING
FASTEN TO JOISTS DOUBLE 2X2X.044"
W/#8x3 DECK SCREWS PT 2'x8' PERIMETER JOIST ALUM COLUMN DETAIL
#10 TAPCONSX 3 1/2'--- FOR 4' WIDE WINDOWS
-CORROSION RESISTANT
2' MIN IMBEDMENT IN 2'x6' ALTERNATIVE T❑ 2X3 STUD
PERIMETER JOISTS FOR CONVERSION OF
DETAIL OF �-�� ---24'MAX D C,-�-- EXISTING SCREEN ROOMS
POST TO DECK TYPICAL WITH ADDED 2x2 STUDS
CONNECTION INSIDE OR OUTSIDE
2 1/2' X 1 1/2' RECEIVING CHANNEL
THRU BOLTED TO POST WITH 2x3x,032 ALUM PANS FASTEN W/
`J 5/16-18 BOLTS FOR SIDE BEAM #10 X 3/4' HEX HD CORROSION RESISTANT
❑RRDSIDN RESISTANT BOLTS, METAL SCREW,WASHER&SEAL
#10x3/4' CORROSION RESISTENT *A14
CAL APPR❑X 4' DC MAX, AS SHOWN
WASHER HEADED SCREWSf(3 SCREWS /PANEL BOTH ENDS)
Gq DBL 2x6 TYP BOTH SIDES
PERIMETER JOIST <!� INTO SIDE SMB 26' ❑,C. '-__
TYPICAL PI R
SPACING
-� 2'x6' JOISTS@16'd,c FLOOR JOIST GIRDERS LAYOUT DBL 2x6 PERIMETER JOIST DET �'
FASTEN TO DBL 2x6 PERIMETER SI
JOISTS w/ SIMPSON HANGERS FOOTING/PIER/ANCHOR ALTERNATIVE FASTENING METHOD
LUS 26 OR EQUIV CONN
x FASTEN( ) #10x3/4'P TECHS/
CONNECTION DETAIL OI ALUM COLUMN EACH FLANGE
POST TO 2"x3" BEAM
2'x3' x.044' L2 24' D,C, ALUM COLUMN TYPICAL DR MAY ALSO BE FREESTANDING
SEE ALTERNATIVE DETAIL TYPICAL SUNROOM W/ REMQVEABLE ATTACHED TO EXISTING HOME W/
(BLOW OUT) ACRYLIC/VINYL WINDOWS EXISTING 3'ALUM PAN ROOF OR CONTINUOUS ALUM FLASHING ONLY
W/DBL 2x2 CONVERSION COMPOSITE STRUCTURAL 12'
W/#12x1 1/2' HEX HD TEK SMS 2 8'0 C GLAZED AREA SHALL BE 40R 14IN OF FLOOR SPACE PANEL ROOF OVERLAP
SEE DETAIL WIND�SPEEDS ABOVE INDO1S SHALL 8O MPH,E REMOVED EC GUST AT STRUCTALL SNAP-N-LOK CORROSION RESISTANT
EXISTING CARPORT
VINYL SOFFET SIDING, pvER / / 3054 TYPICAL ACRYLIC CR /� �
15/32' CDX OR OSB = / / VINYL 'BLOW OUT' WINDOWS
STRUCTURAL _ �t CUSTOM OR EQUIV,
SHEATHING FASTEN W/
#10x3/4' S,M.S 26' O.C, II / TO BE REMOVED AT WIND SPEEDS /
OR ALTERNATIVELY, I / III ABOVE 5O MPH, 3 SEC GUST
ENCLOSE W/4'x8'x 024',
ALUM MOBILE.HOME SKIN — 'x2'X,045' AL 'M a�
FA6TEONCW/#10x1' SMS �I � A$TEN WITH �'x2' CAPRI CUPS M
OVER 3/16' STRUCTURAL I i
GRADE THERM❑ PLY -_ -
FASTEN W/#10x5/8' SMS
2 6' O,C, _
-------- ----- --
PTIONAL 4' CONCRETE DBL 2x6 PERIMETER JOIST
ALUM TERMITE--'" 2500PSI MIN -`- -- -
SHIELD @ ------ ------- --- - ------ SLAB/FOOTER NOTE:
EACH PIER TYPICAL
2x6 JOIST AUGER ANCHOR @ EACH PIER 2'x2'XC44'
gg x8'x8' TYPICAL PIER @16' OC, STYLECREST 48364634 OR EQUIV
C0NC,r BLOCK SPACING SECURING PERIMITER 2x6 GIRDERS -p 12' MAX
DBL 2x6 GIRDER 2x3x.045' ALUM o
VARIOUS LENGTHSW/ASTM #123-89A ANCHOR STRAP
C4'XN1�6'X1161 UP TO 36' ►N FASTEN A W/5/8'x3/4` SMS SIDE ELEVATION
OR EQUUIV, FRONT ELEVATION NOTEt KAY ALSO BE CONSTRUCTED ON 2500PSI CONCRETE SLAB 4' THICK W/ \THERMA TRU OR EQUIV
6x6/10-10 WWM OVER 6 MIL POLYFILM OVER CLEAN COMPACTED TERMITE TREATED 3'x6'-8' PH DOOR
;ENGINEER'S NDTES 1 MAY BE CONSTRUCTED SOIL, W/ 8'x8' FOOTER W/ (1) #5 REBAR CONTINUOUS. +24/-27 PSF
(BASIC WIND VELO ON `MOOD DECK OR CONCRETE SLAB
CITY: 110 MPH, 3 SEC GUST FOR SLOPES UP TO 1/10, NOTE; OPEN AREA W/WINDOWS REMOVED SHALL BE 40% MINIMUM OF FLOOR SPACE
I
(IMPORTANCE FACTOR: 0.77 n SHEET of
D.W.S;l4ITH,'N4.S.,p6,y 53608 SUNROOM W/VINYL OR
EXPOSURE CATAGORY: B I hereby certify that I have performed and reviewed this plan and f and F E,;� « se
CusrITn 'ome Pan eTVice ACRYLIC WINDOWS 1 OF 1
(INTERNAL PRESSURE COEFFICIENT=0.0 it to be in compliance with ASCE 7-02 and Florida it Ir Code, 2004 edition 9909 YALLAST?I DR:Vf-GAPE CITY,FL7R[DA 33525
SCALE LATE PART tll1.
F` E 752Y6"S a M- -0% AA uP L-le.
OPEN STRUCTURE (VINYL WINDOWS REMOVED) and the 2006 Supplement to FBC 04, � �� 12 • I-" r YI 7 ( L' DO NOT SCAL 03/18/08 ACRYLIC
C&C DESIGN PRESSURES: R❑OF:+10/-22 PSF 21B ^ q p PASCO PERMIT SERVICE DESIGR/DRA1N I CHECKED OR VINYL
WALLS 1+22/-24PSF @ 4B David W. Sr ith,P,E, •l/r ENGINEER LICENCE N53609 SUZANNE BAHR 813-788-5314 D.W.SMITH,P.E. WINDOWS
#10 X 1/2' CORROSION RESISTANT EACH FLANGE ALUM STUD
LTHE DESIGN WIND SPEED IS 120 MPH ALL PURPOSE SCREW
ENGINEER-S-NOT : (2) #12x1' TEKS RECEIVING CHANNEL
2. THE WIND IMPORTANCE FACTOR IS 0.77 #10x5/8' SMS
3. THE WIND EXPOSURE CATAGORY USED IS 'B' EXISTING (3) EA SIDE
4. THE INTERNAL PRESSURE COEFFICIENT ROOF
IP.- OI
FOR ENCLOSED BUILDINGS IS + 18/- 18 1 3'X2•x045 ALUM HEADER 0
5. C&C DESIGN WIND PRESSURES PER TABLE R301.2(2) EXISTING
ROOF: +I0/-25 PSF ZONE 1 C /RISER PAN \ 3000PSI
WALLS: +25/-27PSF ZONE 48
�cONC. SLAB
& ALL WINDOWS AND DOORS TO BE RATED FOR 1/4' TAPCONS x 2 1/2' FIBERFILL
120 MPH WIND SPEED AND INSTALLED PER -CORROSION RESISTANT OVER 6 MIL
2' MIN IMBEDME.NT `24'MAX O.C. POLYFILM
MFGR'S SPECIFICATIONS. TYPICAL
- - - ALUM FLASHING 2'x2'x3' x14 GAGE ANGLE BRKT WITHIN 2' OF EACH POST
INSTALLED 6' MIN UNDER CONNECTOR APPLIED TOP OR BOTTOM 6 2' OC MAX DETAIL AT
FIRST ROW OF SHINGLES POST TO SLAB
DETAILCANGLE CLIP CONNECTION
3'x12'x032' TYPICAL ALUMINUM PAN ROOF PANELS - - CONNECTION
SECURED WITH #10x3/4' LG CORROSION FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA /
RESISTANT SEAL/WASHER HEADED SCREWS. #10x2' SMS OR LAG SCREWS@ 12' O.C. MAX DBL 2x2 OR 3x2 MIN
(5) SCREWS/PANEL @ ENDS 6' C.C. ALONG RAKE EDGES (2) ROWS STAGGERED / OR 2x3 ALUM STUDS 2 24' OC. MAX
DOOR HEADER ATTACHED
FASTEN CRIPPLE STUD TO ENLARGED VIEW ® PER DETAIL 'C'
TOP REC CHANNEL FACIA ATTACHMENT DETAIL 2x6 5MB CARRIER BEAM FOR
W/ (3) #10x5/8 SMS2 EA SIDE 2x2 ALUM STUDS @ 16'O.C. MAX, GARAGE DOOR TRACKS
TYPICAL @ ANGLE FLANGES 6 REC CHANNEL - - - CR ?x3 ALUM STUDS 2 24. O.C. MAX FASTEN TO WALL STUDS WITH
FASTEN TO TOP&BOTTOM RECEIVING CHANNELS `// 2'x2'x 6' REC. CHANNEL
3'-0'x 6'-0' 3ISERx 032'
PAN
#lox5/6' TEK SCREWS CORROSION RESISTANT a/ #10x3/4' TEKS
CUSTOM DOOR FL2178 OR EQUIV (3) EACH SIDE
RATED FOR 120 MPH WIND ZONE DOOR TRACKS TO HANGERS W/
3 SEC GUST +22/-24 PSF ALUM RECEIVING CHANNEL 1/4' DIA x I' BOLTS, NUTS 6 WASHERS
01
/ l J
I VALENCE CAP / FASTEN STUD TO HOST
W/ #12x4' TAPCONS
FASTEN W/#10X3/4 SMS 2 12' DC. MAX
WASHER HEADED SCREWS CORROSION RESISTENT CAULK BEFORE FASTENING
x 6068 SECTIONAL DOOR
CLOPAY MODEL# 73-W4 DBL 2x2 ALUM JAM OR
x ENCLOSE (3) SIDES W/4'x8' FL# 3026 OR EQUIVALENT 2x3 JAM EA. SIDE OF DOOR
(lJ +19/ ¢ .024 ALUM MOBILE HOME SKIN RATED FOR (3STE5/16 N TO THRUEC CBOLTS
W/
-22 PSF FASTEN W/#10x1' SMS 120 MPH , 3 SEC GUSTi:- vASHERS,NUTS CORROSION RESISTANT
0 @ 6. OC. EXPOSURE B
Q I'D OVER 3/16'STRUCTURAL
I GRADE THERMO PLY
FASTEN W/#10x5/8' SMS
@ 6' O.C. DOOR TRACKS TO JAMBS
+18/-21 PSF O FASTEN TO JAMB W/
2'x2' ALUM STUDS @l6' D.C. OR 1/2' THRU BOLTS, NUTS
13' MAX 2'x3' ALUM STUDS @24' D.C. = LWASHERS
FASTEN TOP & BOTTOM TO CORROSION RESISTANT
3 I/8'x2' REC. CHANNEL W/
(3) #10x3/4' TEKS BOTH SIDES
EXISTING
2500P51 CONC SLAB
FRONT ELEVATION SIDE ELEVATION INTERIOR SECTION SHOWING DOOR MOUNTING
SEE FOOTER NOTE BELOW 3 1/8'x 2' RECEIVING CHANNEL
NOTE: NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION 3000 PSI W/ 1 #5 REBAR CONTINUOU LENGTH MAY BE AS NEEDED OR 2' X2' REC CHANNEL WHEN 2X2 STUDS ARE USED AT 16' D.C.
4' 3000 PSI NOMINAL SLAB W/O FOOTER MAY FASTEN TO CONCRETE SLAB W/ 5/16' DIA x 2 1/2' EMBEDMENT TAPCONS 2 16' CC.
BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' NOTE: DOOR MFGR TO CERTIFY THEIR DOOR WILL WITHSTAND CORROSION RESISTANT
H&W=8'x8' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12' THE PRESSURE RESULTING FROM A 120 MPH WIND SPEED (3
H&W=12'x12' FOR GRADE SLOPES GREATER THAN 2'/12' SEC GUST) AS INDICATED ON PLAN. _•
NEW SLABS TO HAVE EITHER 6'x6'-#10/IOWWM DOOR TO BE INSTALLED PER MFGR'S SPECIFICATIONS I^
OR FIBERMESH
----------
PLAN VIEW
--c ELEVATION
SE a .
1 PL
x.032' TYPICAL ALUMINUM PAN ROOF PANELS AN a• '•
SECURED WITH #10x3/4' LG CORROSION /FASTEN 2x2 STUDS TOGETH(R 10 FORM 2X4
RESISTANT SEAL/WASHER HEADED SCREWS. W/ glOx2 1/2' TEKS@ 12' O.C. MAX
(3) SCREWS/PANEL 2 ENDS 6' O.C. ALONG SHED EDGES
ELEVATION DBL 2X2 @ DOOR JAMBS
DETAIL AT ALUM STUD FASTEN 2'x3'AL. STUDS TB 3 I/B'X2' REC CHANNELLi
AL FORNDOOREFRAM FRAMING
TO 2*3 STUDS
TO ROOF RECEIVING CHANNEL W/ (3) #10 x 3/4' LONG TEKS
- - - - - CONNECTION - 2' X3' SMB JAMB
- - ALTERNATIVE TO DBL 2x2 STUDS CUSTOMER:
of I4 FOR DOOR FRAMING
(3) EA SIDE
#10x5/a' SMS I hereby certify that I have perForrned and reviewed this plan and Found ALUMNINUM SHEET of
t to be in con, llDavid W. Smith M.S. P,E. 53608
ALUM REC CHANNEL p 'ante with ASCE 7-02 and the FLORIDA BUILDING CODE 2004 editior a FLORIDA PRpPESSIOhM- ENC).' CR LICEnSE &;* R 53608 FRAME&SKIN SHED 1 OF 1
ALUM STUD and all revisions and updates thru the 2006 SUPPLEMENT to- t ON CONCRETE
99 e ILA ConsuD DE CY En�ineer
990 VALLASTON CRIVE-DAD( C TY,FLC CA 3?525 DESIGNiDRAVN CATS PART NO.
AO(:)52.521- 5 rAt)52-52)-C867 CAI.: d.srlxeeurtAHk.'*t D,W.SMITH,P.E. 04/24/08 SHD O7
ENGINEER LICENCE #53608 PASCO PERMIT SERVICE SCALE I CHECKED I 120
SUZANNE BAHR 813-788-531I 4 DO NOT SCALE ALUM FRAMF