HomeMy WebLinkAboutS2.1 GONG. TIE-BEAM OR DOUBLE MASONRY e V l e l o n S
MASONRY BOND BEAM REQUIRED PER SCHEDULE Iq/32" ROOF PLYWOOD. NAIL
I
PRE-ENO VD. GIRDER PER DIAPHRAGM SCHEDULE no. date
X-BRACE BETWEEN EVERY TRU55 5/4" FLOOR SHEATHING TRU55 (2)2x4 P.T. BLOCKING BETWEEN TRU55E5
W/2x4 5P 8 (2) I6d END NAILS, $ ANCHORED TO TOP OF LEDGER WITH ENO. AND APPROVED WOOD TRUSSES SEE FBG 2020 UPDATE 6-7-21
.O I6d NAIL5® 8"O/G TYP. WALL SECTION FOR ACTUAL HEEL SQUARE OFF GARAGE WALL O O CONCRETE COLUMN EA. END WOOD "U5P M5TA24" or „ AND OVERHANG CONDITIONS
0
FLOOR U5P HTA20 EMBED STRAP at 4'-0"o%
MASONRY MASONRY TRU55 HTW24 STRAP W/(q) w/00) IOd x 1-1/2"LG. SEE TRU55 CONNECTOR SCHEDULE SELECT
O - OR(10) IOd NAILS EA. NAIL 5HEATHIN6 TO TRU55 AND BLOCKING CONNECTOR SHOWN ON BRACING PLANS
O O O O - U5P HTA20 EA. TRU55 SIDE OF WOOD P05T, PER DIAPHRAGM SCHEDULE. INSTALL PER. MFR.SPEGIFIGATIONS
RESPECTIVELY
PROVIDE PREFAB. "L" W/(10) IOd NAILS HOLD SHEATHING I/4 BACK OFF MASONRY
TYPICAL
JOINT REINFORCING AT
ALL GORNER5 O EXTEND JOINT REINF. b" _ 5EE PLAN aL
INTO CONCRETE COLUMN 6 3FF PLAN '•° �`+ T.O. WALL
T.D. WALL WOOD P05T FLOOR 0 �I d e s i r e d PAR
. 2x4 P.T. SILL BLOCKING w/0.145"(P SEE FRAMING PLAN TRUSS T- •I d r a W n PAR
O r
PROVIDE PREFAB. T TRU55 MNFR. TO x3" LG. P.A.F. ® 12" O/C
JOINT REINFORCING AT O PROVIDE WEB AT
ALL T INTERSECTIONS BEARING. BEAM GONG.OR checked 55/PAR
_L7U_ i i MASONRY <5
(2)2x12 P.T. CONTINUOUS ke"
date 12/31/20
PLAN VIEW PLAN VIEW PLAN VIEW ATTACH TO MASONRYW/
SECTION .5/e"DIA. WEDGE ANCHORS ELEV. GONG. TIE-BEAM OR BOND BEAM SGG1 e 1/4" = I'-0"(U.N.O.)
CONNECTION DETAIL CONNECTION DETAIL s2.1
® 12"O/G MAX. TYP.TYPICAL
TYPICAL MASONRY JOINT REINF. DETAILS 156w/4"MIN. EMBED. GMUWALL fob f`l0. 20-0033 . DUH
s2.1 s2.1 CONNECTION DETAIL s2.1 CONNECTION DETAIL
(IOA. HORIZ. JOINT REINF at 16" o%, TYP.
FLOOR 5HEATHIN6 QLA
I I <---PRE-ENO. kq0OV FLOOR TRU55E5 BLOCK
OR 5EE PLAN
m BREAK AWAY 510E OF"Fr I - GI NO
--•-- --- �.-.ter-- -
'° S"XI6" BOND " I I QUANTUM ENGINEERING ASSOCIATES INC.
2x8 BRACE ® 6-O O/G WOOD OR METAL X BRA
o MASONRY COLUMN FOR 4" (4) 5/5" VIA. LAO 1 •
BEAM (PER W/(10) Ibd NAILS, EA. END 2" 51MP50N H4 OR EQUAL Stnrctuial EngiaeenIT&Cov Segregation
om J CONTINUOUS POUR i °• BOLTS THROUGH 2X P.T. FASTEN TO COLUMN W/ 1/4"
l SCHEDULE) GIRDER W1(4)8d NAILS IN EACH TRU55 VIA. TAPCON5 ® 12" 0/0 VERT. 6415 LAKE WORTH ROAD
6 FLOOR SHEATHING $(4)Bd NAILS IN TOP PLATE SUITE 105
I' 5EE BEAM SCHEDULE I°" 1/4" 5%. PLATE SEAT STAGGERED 8 6" MAX. FROM GREENACRES, FLORIDA 33463
FOR REINFORCEMENT = .---=--°== (SEE PLAN) A5TM A-36 WELDED STRAP TOP PLATE TO STUDS ENDS WWW.OEASSOCIATES.COM
ASSEMBLY W05P SPTH 46 OR B" „U"STRAP NM s'T
1j 1 (2) 5/5" DIA. THRU ..... ....�
• f ° ° OVER
IOd AILS TYPICAL EACH ,P °E"S' q�' Digitally signed
°
BOLTS s :` N° 6, " �y=
5"%5" PRECAST °° > > `� •= by Shawn
4 LINTEL. ' ' 3 ° 3" 2'' SOLID BLOCKING® 4'-O"O/G ?9'. s E .1 :'�
z� - - 2 BLOCK OR MASONRY ss........•Vic,,.
°I• F. o �2" 1/ ° 1 2„ VERTICAL MAX. =°TF•.�oq,oP.`a`� Stambaugh
m 4 2 WOOD 5TU05® I6"O/G(PER PLAN) COLUMN 5EE PLAN °"A '" Date:
C o PER TRU55 goedandzea1ed� raw^s'.m-
FILL COLUMNS PER TRU55 2X P.T. FASTEN TO COLUMN W/ I/4" n°""n PE°^°ne'°°e.n°w^°='^9• 2021.06.30
MANUFACTURER MANUFACTURER STRAP PT BOTTOM PLATE TO 5TUD5 g^°OOfe
W/OROUT LINTELAND SOLID 3° 0 3/I6" UNDER BOTTOM PLATE AND UP EACH S AGGEREDN 8 6' MAX. ROM ;e=g a°ele'mo9,eoP1p5ed' ' 13:19:42 -04�00
WN5P 5PTH 4,6 OR 8 U STRAP
o
I - - 510E W/(6) IOd NAIL5 TYPICAL ENDS
FILL GOLUMN5 5OLID 8'xB"FILLED CELLS 1 8 xe) FILLED ° o � �Z" 1„ Shawn M. Stambaugh, PE
W/PEA GRAVEL CONCRETE SEE PLAN AND COLUMN CELLS W/ I#5 ° i ° ° (545"AND 6"WEDGE ANGH. ENIN0 Cl/G FL. LIC. 61850 - C.A. 26210
VERT. (TYP.) Z" (2) 3/4" DIA. BOLTS AND 6"MAX. FROM OPENINGS FASTEN TO END STUD W/ Ibd NAILS AT
5GHEOULE FOR REINF. 2x6 P.T. BLOCKING b-O WASHERS THROUGH P05T 12" O/C VERT. 8 b" (MAX.) FROM ENDS
® W/3'k3"xl/4"STEEL
TYPICAL CHANGE TYP. DET. LINTEL ON COLUMN III O/C W/U5P HOAIOKT CLIP W/ 12 7 EMBED(4 )MIN. 2
IN BOND BEAM HEIGHT 3/4" = 1'0" I I (50RENSTOBLOCKING °(4) s2.1 CONNECTION DETAIL s2.1 CONNECTION DETAIL s2.1 CONNECTION DETAIL
6L 1/4"x2" LONG TAPCON5 TO
MA50NRY
U51F HOAMIOKT CLIP W/(4) 1/4" FLOOR 5HEATHIN6
x2" LONG TAPCON5 TO BEAM 8 I9/52" ROOF PLYWOOD. NAIL
FILL COLUMNS (4) 1/4"XI-1/2" SCREWS TO PRE-ENG. WOOD FLOOR TRU55E5 PER DIAPHRAGM SCHEDULE
AND LINTEL SOLID BLOCKING PRE-ENO. WOOD TRUSS'S SEE
W/GROUT GONT. 2x4 RIBBON FASTEN TO EA. w
GONG. TIE BEAM or TRU55 W/(3 I6d)NAIL5 TYPICAL. TYP. WALL SECTION FOR ACTUAL
T.O.B.B• MASONRY BOND BEAM 5EGURE TO P05T HEEL AND O.H. CONDITIONS
a (SEE PLAN) ° �W/ 6) IOd NAILS° SIMPSON H4 EA. SIDE OF TRU55 U5P RTI6A or RTI6-2 CLIP W/(q)
W/(4)Bd NAIL5 IN EACH TRU55
Q I I 16 CONNECTION DETAIL 0 10d x 1-1/2" NAILS TO 0 $(4)Sd NAIL5 IN TOP PLATE IOd NAILS TO PLATE TRU55 a (8)
52.1 0 "5IMP5ON ABE44" r
v I #3 VERT. TIES ONLY AS REQD. ° HOLD DOWN STRAP DBL. TOP PLATE TO w
�n SOLID BLOCKING 6 4'-0"O/G
5EE LINTEL SCHEDULE E�
OR APPROVED EQUAL
� I �� VERTICAL MAX. ELEV. STUDS W/U5P "5PTH40 OR 8" � Q
0 2x6 5TU05® I6"O/c 2x 5TUD5 U-5TRAP OVER TOP PLATE AND Q
i•I HIGH 3/8 ® I6
H 5TREN6TH PRECAST LINTEL 1/2" "
W/REINFORGING A5 REQD. °
< o II " O/G DOWN EA.SIDE W/(6) IOd NAILS
STRAP BOTTOM PLATE TO STUDS W/
SEE LINTEL 50HEDULE7 GONT 2x6 P.T. BUCK FASTENED TO LINTEL5 /l "U5P" BOOT b OR 8 STRAP (5EE PLAN) (TYPICAL) u1 O
0
W/I/4"x3"L6. TAPCON5® 12"O/G MAX. UNDER BOTTOM PLATE AND UP EACH SOLID BLOCKING® 4'-O" O/G VERT. MAX.
1/2"DRYWALL OVER AND TO BLOCK OR GONG. (1) I/2"O/A SIDE Wl(6 IOd)NAILS TYPICAL W J
COLUMNS BEYOND TYPICAL FURRINGLl f W/HILTI DNI-62-PS o e"O/G MAX. WEDGE ANCHOR (51e )WEDGE ANGH. o (24"O/C) LL
SEE FOUNDATION PLAN P MAX. UPLIFT = 1380#
,,�` ,(<i 4"MIN. EMBED. AND 6"MAX. FROM OPENINGS
10 �� 2X6 P.T. GRO55 BLOCK REQUIRED ONLY IF W/3"x3"xl/4"5TEEL WA5HER5 Ft MAX. = 800#
FREE EDGE OIMEN51ON EXGEED5 24" 13 * APPLY CONNECTION TOP & BOTTOM EMBED(4" )MIN. F2 MAX. = 645#
TYP. DET. LINTEL O N COLUMN SEE DI MEN510N. NAIL TO BUCK AT EACH Z Z
3/4" - 1'�" EXTRA LAYER OF 1/2" ENDW/(4) I6d NAIL5. S2.1 CONNECTION DETAIL S21 3
DRYWALL 5URRONOING CONNECTION DETAIL s2.1 CONNECTION DETAIL W J O
FRAME ARCH U
EDGE OF MASONRY OPENING
TYPICAL FURRING I (f) w
APPLIED TO 5HEATHIN6 19/32 EXTERIOR 5HEATHIN6 FLOOR 5HEATHIN6 VERIFY W/TRU55 8
W/PAPERBAGKED HI RIB METAL LATH MFO. PRIOR TO PRE-ENO. J U
PRE-ENO. WOOD FLOOR TRU55E5 (/,-FABR. "4" 2" kV. GIRDER Cfl
I41/32 PLYWOOD ARCH 2X4 PT BLOCKS ALONG ARCH
NAIL TO PLYWD. EACH END - VERT. BLOCK � � J
WO) IOd x I-I/2"COIL NAILS STRAP DBL. TOP PLATE TO STUDS GONT. 2x6 RIBBON FASTEN TO EA. BY TRU55 MFR
WN5P 5PTH4,6 OR 8 STRAP OVER TRU55 W/(6 I6d)NAIL5 TYPICAL. . O w
SECTION VIEW TOP PLATE AND DOWN EACH 51DE
W/(4) IOd NAILS(TYPICAL) 51MP5ON H4 EA. 510E OF WALL -1 (2)5/5"DIA. J z
17 W/(4)ed NAIL5 IN EACH TRU55 THRU-BOLT5
s2.1 CONNECTION DETAIL
(4)Bd NAIL5 INTOPPLATE ® ® EAGHGIRDER project
o ® ®
U5P LSTA 12 EACH 510E SOLID BLOCKING® 4'-0"O/G
FASTEN TO 57U05 AND HEADER VERTICAL MAX.
8"%5" FILLED OPENIN65 <= 6-0": W(6) IOd NAIL5 TYPICAL tif 2x6 5TUD5® I6"O/c rl�
CELLS SEE PLAN PROVIDE 8"X8" MIN. STRAP BOTTOM PLATE TO STUDS W/ 1/4"
HEADER OR G.T.
AND COLUMN BOND BEAM COURSE "U5P" SPTH4,6 OR 8 "U" STRAP U
CONT. 2x6 P.T. BUCK FASTENED TO 5EE FRAMING PLAN I/4" TH. WELDED
SCHEDULE FOR W/ 145 MID. OR UNDER BOTTOM PLATE AND UP EACH J 0
I LINTELS W/ I/4"x3" LG. TAPCON5® 12" STRAP BOTTOM PLATE TO 5TUD5 STEEL SEAT. J Z
REINF. °� 8"XS" MIN. FORMED . • SIDE Wl(6 IOd)NAILS TYPICAL _
0/C MAX. AND TO BLOCK OR GONG. WN5P "5PTH40 OR 5" STRAP OVER TUBE STEEL COLUMN
MASONRY GONG. SILL W/2-#5 2_�r
- f-
MA50NRY b OPENING MID. W/HILTI DNI-62-P5 ® 5" 0/0 MAX. BOTTOM PLATE AND UP EACH 51DE (1/2" )WEDGE ANGH. a (24"O/G) J
W/(b) IOd NAILS(TYPICAL) AND b"MAX. FROM OPENIN05 SEE SCHEDULE W
WALL I OPENINGS > E e- " 2X6 P.T. CRO55 BLOCK REQUIRED W/3"x3"xl/4"5TEEL WA5HER5 SECTION SIDE VIEW Ln
PROVIDE 8"XS" MIN. ONLY IF FREE EDGE DIMENSION 7EMBE12(4" )MIN. U Z
BREAK AWAY 510E I ° BOND BEAM COURSE EXCEEDS 24" SEE DIMENSION. NAIL > O
OF MASONRY z. ° ° ° a U5P HT45 HOLD DOWN STRAP W/
W/245 MID. OR ® (IS) IOd NAILS TO STUD 8 (1) 5/6" 9 4 U
COLUMN FOR + -a- _=�- --�- 5"XS" MIN. FORMED NAILS.
AT EACH END W/(4) Ibd
CONTINUOUS POUR - GONG. SILL W/2-#5 WEDGE ANCHOR TO GONG. W/6" s2.1 CONNECTION DETAIL s2.1 CONNECTION DETAIL W
MIN EMBED.
I° MID.
PROVIDE 6" MIN. 1• I PROVIDE 8"x8" EDGE OF MASONRY OPENING "
° 5/6" WEDGE ANCHORS® 24" 0/G
Z z
PENETRATION EA. I • 48 MAXI �:� FILLED GELL5 PV AND 6" MAX. FROM OPENING5 LIl LL
END 4 TIED TO 145 VERT. DOWEL I1/32 EXTERIOR 5HEATHIN6 W/ W/3"x3"xl/4" STEEL WASHERS (I)ROW OF IOd NAILS at 6"o% INTO 2x6 PT Q
VERT. REINF. _ _ _ W/STD. AGI HOOK PAPERBAGKED HI RIB METAL LATH EMBED 4" MIN. O LEDGER x GONT. w/(2) ROW5 OF 0.145"DIA. W
T r r % (1-1/2"EMBED), 5TA66.
FOUNDATION OR EA. END ® 4'-0"• m °•° I ° m °° ° 1° Iq/32 PLYWOOD ARCH 2X4 PT BLOCKS ALONG ARCH P.A.F.s of I6"o
FASTEN � Q �
INTERMEDIATE I 0/0 WHEN OPENING NAIL TO PLYWD. EACH END ' ° F N TO MASONRY W/Y4" x U5P "HTA 20" EMBED STRAP of 4'-0" o/c W(10) -
° a ° ° _ EXCEEDS 4'-0" 3j
BEAM -= ���----==__�--��-=�__-.- W/(3) IOd x I-I/2" COIL NAILS 2- a' LG. TITEN5 8 TO IOd x I-I/2 LG. INTO 2xbxb-O LONG 5P FLAT z
WIDE SECTION VIEW INTERIOR MONOLITHIC CONCRETE W/Y4" x 2-4" LO. BLOCKING
FOOTING(5EE 50HED) TITEN5 l7
SILL REINF. AT MASONRY OPENINGS TYP. 18 14 MAX UPLIFT INTO2x6INSTALL 1OdAT1BLK'-112"Gtb"°/` I6" M W
s2.1 CONNECTION DETAIL Ill
CONNECTION DETAIL
51MP50N
FASTENER5 ALLOWABLE LOAD5(LB5.) °: + +
MODEL MASONRY UPLIFT MASONRY +
NO. HEADER JOIST (1331%) (100%) •°
HU210 5-TITEN5 4-IOdxI4' 575 2400FJ\ d r a w i n g
HU26-2 14-TI TENS 6-I0d 1085 4350 FLOOR TRUSSES FLOOR & ROOF
HU210-2 I6-TITEN5 10-I0d 010 50,55 GONG. TIE-BEAM OR DOUBLE MASONRY
BOND BEAM REQUIRED PER 56HEDULE
HU410 18-TITEN5 10-I0d I810 5085 SECTION ELEV. FRAMING DETAILS
HU210-3 14-TI7EN5 6-I0d 1135 5e00
5ELECT HANGER BASED ON REQUIRED SIZE d TRU55 MFR.LOAD5. 5
1 O NOTIFY EN6R.IF LOADS EXCEED CAPACITIES SHOWN.CONNECTION DETAIL CONNECTION D E TA I L
s2.1 s2.1
THESE PLANS WERE PREPARED sheet
USING THE 2017 FLORIDA S-2. 1
BUILDING CODE, 6TH ED. -
BUILDING AND ASCE 7-10.