HomeMy WebLinkAboutPLANS - 7-1-1548" TYP.
d t7 N
032" R _ 2 CONN. DET.
.032"
3 WALL PANEL AY
R - 4 BE 1 /4' PLYWOOD
AL TK. ALLOY 3003 — 1116
91
SELF —STICK ALUM. ROLL
ROOFING TAPE OR EQUAL
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SEAL ]DINT o 0. 0° o 0 0 0
CONTINUOUS o0 0 00 ° 0 N i7
CAULKING o o ° o
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ROOF SPAN FROM TABLE OR FL PRODUCT APPROVAL
MIN ROOF PITCH IS AV PER 12", MAX IS 6" IN 12"
ROOF PANEL CONNECTION
a
(FRONT ELEVATION)
Q
ROOF & WALL PANEL DETAILS
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zo
PANEL SCHEDULE:
Na
z
ROOF & WALL PANELS
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m
a
DEFLECTION
J
PANEL L/120
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R - 2 12'-0"
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W
R - 3 13'-6"
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R - 4
W
i
WINDOW, FIXED GLASS OR END WALL
SOLD PANEL OPTION TYP. CARRY BFJjTF:::;::;:::;::.:•,'
`I ABOVE AND BELOW
CHAIR RAIL
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ALUM[
#8 0 B" O.C. PANEL
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-
1
CARRY BEAM
5 2 SCREWS SCREWS MIN.
EACH SIDE)
0
#10 SMS 0 12" C.C./PANEL T&B
HOUSE INS. ROOF
OPTIONAL C 20 CONC. WALL
FLASHING P?Uft
12 O 12" C.C.
/PANEL T&B BEAM
PANEL #i To EA EXIST TRUSS.{:{` {:{''• ::' .''•:. 2-1/4"X2-1/4" LONG-2"X2>Ct/_BLIP AN IF
3 O 16" O.C. TO FROM-CHANNECAND�:i2Y• •:;,'.; R;1;:;FASCIA TAPCONiiNCHO
#•.; ., EA. SIDE W 2 — #4 OR "C" CHANNEL
CONC. #7-1s' o.C. O.C.oCMAX. TO FASCIA;:::::::,:: :.;..:::;.:;.;..:;:,.. CONC. WALL 0 EXTG• 32 �A. LIP TO BM. SUPPORT:•RO(
TO 2 X 4 STUD H-2 OR H-3 NOTE: FASCIA MAYB$UIJ%'•UP BY LAGGING NEIy;:S}:;IIRI• TO OLD/ TWO EA. CLIP. 4/BM) FO 7 BEAMS OR ACTS OATLY: A
2-1/4' x 3-1/2":{AGS/T{tuSS oR RAFTER. VOR 9" BEAMS OR GREATER GREATER, USE 3 — #4 SEAL,'.•:::•::•::-.
PANEL TO WALL CONN. 2" SUB—FA>[!A BEF{IIJD,:'.t,",:'•$SCUi::1S;ALSO ACCEPTABLE USE (3) TAPCONS. OR (4) — #2.
BM TO HOUSE CONN. +'
C6 .
EXIST. HOUSE IZ-- : •:••:: #e o Bk CcC'::'::. # •., C'.•:.•:'.�::•:. B O 8" C.C.
U ;
COLUMN }
SWOLE'• t UNG OR
FIXED WINDOWS TO
MEET' PRESSURES
SHOWN ON SITE
$.VFCIFIC ENGINEERING
& ARE TO BE
INSTALLED PER 3" FROM
PRODUCT APPROVAL TO BOLT
CONC. SLAB
AND/OR FOOTING
TO BM. (W/25 (EA. SIDE) W/#7 EA. #CLIP
INTO FASCIA)
* W�"1 B—
T-2 OR T-3 C-CHANNE
— BOLTS /8" THRU—
BEAM PER SCHEDULE INSUL ALUM.
OR SITE SPECIFIC PANEL
WINDOW FRAME
(ANCHOR PER FL PRODU
APPROVAL OR NOA)
T-2 OR
•4. '
SECTION C-C
(SUN ROOM)
SEE SITE SPECIFIC DRAWINGS FOR REQUIRED BEAM-":
SEE COLUMN ANCHORING DETAIL
�1X2 OR 1X3
OPTIONAL R TILL
CO x11P/F%1111
* 12"X B' FTG. IS MINIMUM FOOTING
SPECIFIC PLANS, AND STRIP FIG. SCt
ADDITIONAL REQUIREMENTS. MIN. F001
APPLY TO NEW FOOTING'S ONLY; FOR
SITE SPECIFIC PLAN.
WINDOW Fl
(ANCHOR I
APPROVAL
ALUM.
ANCHORING DETAIL
OR 1X3
"
PAVERS OR TILES
OPTIONAL
ROM EDGE
I
8"
CONC. SLAOB/
FTG./SLAB W/ PAVER
OR TILE
TE: FIBERMESH MAY BE USED IN LIEU OF 6X6 — 10/10 W.W.M.
FINISH GRADE } :':i '. : 3'•'F� W"- goSODDED REQD .:::::'::;.::::::,T,OtT.;idI,K:::.
FOR EROSION +
7 PROTECTION.
FINISH GRADE
37. 4" NOMINAL
t?c1S7.:. z'
OPTIONAL
QiiR 'k3•','U" IN.
io
COL RECENING��NEL ANCI(ORED MIN. 2" FASCIA-1
�5 CO MIN. scREws FOR 7" BEAMS OR GREATER
CARRY BM. TO ALUM. COL. CONN. DETAIL USE (3) — #4 de — #7
A
BM. CONN. AT FASCIA
SUNROOM DETAIL SHEET:
COLUMN ANCHORING DETAIL
3" FROM EDGE
TO BOLT (MIN.)
a �4" CONC. SLAB
SQUIRED FOR SCREEN ROOFS B W� 6X6 — 10/10 W.W.M.
LESS THAN 3'-0" AND FOR ALL B"XB- FTG. W/ 1—#5
EPTION: SITE SPECIFIC
) FOR SCREEN WALLS UNDER FTG. & SLAB DETAIL
F'r)0TIM('_ I NOTE FIBERMESH MAY BE USED IN LIEU OF 6X6 — 10/10 W.W.M.
F.B.C. 2014 EDITION
6063-T6
EXIST. DRIP CAP
AL FLASHING
OPTIONAL
#8 ® 8" C.C.
THRU BOLTS
,FASTENING SCHEDULE
14 TEK SCREW/HEX HEAD
2 - 10 S.M.S./ HEX HD.
3- 1 /4" X 2 1 /4" TAPCON ANCHOR
4 - 1/4 BOLTS/WASHER/NUT
5 - CLIP ANGLE,.125 MIN. THICKNESS
6 - #12X1" LG. S.M.S./HEX HD.
7 - 1 /4" X 3" LAG
8 - 1 /4" LAG*, WITH 1 " WASHER
9 - #10 X 1 1/2" S.M.S./HEX HD.
12 - CLIP ANGLE, 3/32 MIN.THICKNESS
*LAG BOLT LENGTH TO BE 1" LONGER
THAN ALUMINUM PANEL THICKNESS
125" 064" N M
TYP. -1TYP.
L 2X2 C 2X3
2"
i7 �• iO
.125" .125" iv i7 t
TYP. TYP.
2X3X.125X.
2W.125;
2X5X.1 `2
DATE 07.,/01/15 - ENGINEERING BUSINESS CA 00009677
SCALE : ' T.S. TARNOWSKI
SHE 2 _ ENGINEERING
t- CIVIL & STRUCTURAL ENGINEERING
7360 N.W. 5th Street Phone (954) 727 — 2027
_ Plantation, FL 33317 Fax (954) 727 — 9644
�4..� I p D�(\IA(Cl/ D , THIS DOCUMENT IS THE PROPERTY OFTARNOWSId ENGINEERING,
4 hl� V 1'?,SK f ' •—• _ INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART
STRUCTURAL �ENGiNt�•Fd FAA: UC: 6050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC.
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