00-1113-008 N
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CONNECT OUTLOOKER TO NEW STEEL BEAM CONNECT 2-2X12 HEADER t0
WITH "NUGNS" RT16 RAFTER TIE, NEW TIE BEAM WITH (1) U 0
WITH (6) - 10d GALV. NAILS INTO 2x6 "HUGH5 TA20 TRUSS ANCHOR, U = U
AND (3) - 012 SELFDRILLING SCREWS WITN CIO) - I0d GALV. NAILSt J
INTO STEEL BEAM. A UPLIFT 1155 5 o
ALLOW. UPL LB c
ALLOW. UPLIFT 830 LBS DE31GN UPLIFT = 1093 LBS a t
DESIGN UPLIFT 320 LBS. I I I I ( < Z D
I I U V)LL
CONNECT EA. 2x6 OUT-RIGGER MEMBER CONNECT 2X12 RAFTER TO I I I I I 0 w w
TO 2x12 HEADER NEW TIE BEAM WITH (1) I I I
WITH (1) - "HUGH5 UP 26 J015T HANGER "HUGH5 TA20 TRUSS ANCHOR, I I I I I z (A 1 0
WITH (3) - 111 GALV. NAILS INTO JOIST WITH (I0) - 10d GALV. NAIL5t I I I
AND (8) - 16d NAILS INTO HEADER ALLOW. UPLIFT 1155 L55 I I I
TYP. 71E-IN I 32'-2"+-
I I 3 U N
ALLOW. UPLIFT = 120 LBS DESIGN UPLIFT 1093 LBS DETAIL I I I ( z 0 Z r <
DESIGN UPLIFT = 160 LBS I I I I I = N 3
1-O 1 w 1 N 1 w 1 M / w 1 N / N 1 N 1 N
I I 2 -6 5 -3? 2 -4 5 -31 2 -4 5'-31" 2#-4" 5'-31" 1 - I F
- ---- --- --- --- --- ------ - --- --- --- -------- -- --- --� I I ( I � 2, 0 �
it
N u l I I I N u B FC WF20 FC FC FC FC FC FC A
I I WF20 � � < N � !
I I O - - - - - - - - - - O - - - - — - - --I L- - - - - - _
- - - - - - - - - - - - - - - - - - , - - - - - - -�
1 ` - - - - - - - - - - - - - - - - - - - - - — - - - -
i 1/2" x 2" x 2 -6" ST EL PL TE'
I
EA. 5 DE XIST. " x 16" CONC. EAM : I FC I I z
� 1 4 SLAB-ON-GRADE
2X6 WITH 2) 3/4" DIAM. 36 TH ADE RODS I I I REINF. WITH ''� � I I o
I W/ NUS AND WA5HE S AT " GAG
24 .c MAX i 6x6 - W1.4xW1.4 WWF 4 !" I <
s2 AND T 24" c. MAX. I s2 OVER 6 MIL POLY VAPOR i o0 I N
BARRIER ON CLEAN, WELL `� z
EXTEND m B Y D OPENING ES 12 IN i t I COMPACTED FILL I N U1
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° I I ° I 2'-0 w u
X - WITH 4) 3/4 DIAM. 36 THREADED ROD M
co I I I 4 x 30 SLAB DOWELS EXTEND EXIST. FOOTI
! W/ NU 5 AND WASHE S I I I AT 24" O.C. MAX. WHERE SHOWN, ( I o "' —
x I AT 9 GAGE ND A 6 o.c I I Q
+ x - DRILL AND EPDXY SEE SECTION FOR DETAILS I Y
�t ATE EACH EN I I I 4" MIN. INTO EXIST. °SLAB. I I w � � �
I , TYP. TI -IN �
ffl I DETAI Q NEW 6 WD FRAME KNEE- ALL
' w 1 w r w 1 w r w r
I N ON TOP OF EXIST. C C. BEAM
\ I -0 7t-Ow 1 -5 20 -7 6 -9"
+-
�;. . . . , t0 PORT NEW O R-F. I i I z —
AND EW 2xl RAFT ~
— 2�-5 0 0 — 81_6" — — I N
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Jill L [� w
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I- Be
I I I Ce - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0
- r — - - - - - - - - - - - - - - — EXISTING
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10" X 16" (MIN) Be Ae I ( ~ ul
W = CONCRETE WALL FOOTINGt
O O I I QL
I n I I TYPICAL FOR EXISTING I I ►- !ll IU
I \ ( I STRUCTURE I I o ~ N
Q I I EXCEPT AS NOTED. I I U 0
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�p � � u- / I ` i I - EXISTING SLAB-ON-GRAD I I � Q ul
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tTl . . . .. . I I I L _
SF St���T S'?_ 1 2 /
w tlSGGT. f N — ,
t�A� M PT 2X6 WD SLEEPER TYPICAL
I CONNECT ko'k 0" VER-FRAMING Mir, 3ER BETWEEN NEW OVER-FRAMING // // �� I I I I 0 Q
1 TO CORRESPONDING 2x12 RAFTER BY AND EXISTING ROOF FRAMING, I I �
LAPPING MEMBERS 12" MIN. AND (SHOWN AS HEAVY DASHED LINE)t U
/// /// ��\ I I
NAILING TOGETHER WITH (5) - 161 GALV. NAILS ATTACH TO EACH EXISTING RAFTER
j WITH (2) - 012 WOOD SCREWS �` I I I ( z
HAVING 2" MIN. EMBEDMENT INTO RAFTER. / / I ( I ( 0
// // �� I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I i
I f- DRAWN ®Y ,
I
/ i JNS
I CONNECT EA. OVER-FRAMING MEMBER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I
TO PT 2X(o WD SLEEPER // // ( I U REVISIONS
/L--------- ----------WITH (I) - "HUGH5 RT18-112 RAFTER TIE, --------------------------------- /
1 LaaPEIS l7NDE f��X�SZ E EPEF�'�NCSl0T7N /
/ I I v) •1 IL 401
EACH LOOSE END NAILED t0 OVER-FRAME /
MEMBER WITH (4) - 10d GALV. NAILS. I L — — — — — 0
/ U
O O I O O
I w
// - - - - - - - - - 0
I /
I CONNECT EA. 2x6 OUT-LOOtI MEMBER
I TO CONC. TIE BEAM --_________________________________
I WITH (1) - '''LAUGHS tA14 TRUSS NCHOf -- y
WITH (6) - 10d GALV. NAILS. 0
NEW CONC. BEAM AS PLAN
ALLOW. UPLIFT 830 LBS I _ 0 DATE
DESIGN UPLIFT = 320 L55. ----------------- EXIST. CONC. BEAM
I 0 9-7Z-4�m
I 4#5x30", DOWEL & EPDXY z
__ GROUT 6" INTO EXISTING <
BEAM 0
I
j I 0
I NEW 8" MASONRY AS PLAN U
I m
I I
NEW CONC. COLUMN AS PLAN < Q
I I a-
I
I
I 0 Z
I #502" HK (924"o.c., DOWEL &
j I EPDXY GROUT 6" INTO EXIST.
r--- -- - WALL z u
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U
- - 1 Q
EXIST. MASONRY WALL OR ? Q
- CONC. COLUMN
0 z
a Q
EXIST. CONC. SLAB Q
PARTIAL ROOF FRAMING PLAN 1 " = 1 '-0"
PARTIAL FOUNDATION PLAN 1 /4" = 1 '-0" o
P 4
/
GRADE --- -- -
N
2#5x30", DOWEL & EPDXY F
GROUT 6 " INTO EXISTING
CONC. FOOTING <
EXIST. CONC. FOOTING
SHEET NO
--------------- --- -- - 13U s c John H . B u s c h e r, P. E.
�r ., ' Structural Engineer z
NEW CONC. FOOTING AS PLAN 0' :I' 0 OF
FL PE #41844
STANDARD TIE IN DETAILS 3/4 = 1 -o •••�• 0 COMM NO
I,. 12805 SW 68th Terrace, Mtamf Fl, 33183 305-388-7278 0
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