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TOP CHORD LIVE LOAD 20 paf &IALLER EMBED BOLT W/WASHER. DIRECT CONNECTION OF �1'
C5) lyddxil/?' COMMON IN RAFTER N
TOP CHORD DEAD LOAD 1 p8f t STUDS TO SLAB uJ/LTT2@B u1/Y' x + ' EM�3ED ALL HS C5) lOdx1 1/2' COMMON IN PLATE 5PH4 / SPN (12) IOd x 1.5' NAiLS IN STUD N Q
BOTTOM CHORD LIVE LOAD 10 psf14EADER THREAD ROD IS ACCEPTABLE. LTT205 MAY BE tN
50TTOM CHORD DEAD LOAD 5 psf RECESSED IN SLAB.
(2) 2 x Co - I / 2 HEADER/BEAM CALL-OUT HTT16 CIS) Trod COMMON IN STUD SSP (4) 10d COMMON IN STUD
' i LOADS MAY DE OF KING STUD$ EACH SIDE OF OPENING TYPICAL SER (NOTE 1) 5/8". x 6' EMBED ANCHOR IN CONCRETE (1) 10d COMMON iN PLATE
CONCURRENTLY LOADED LIVE
REDUCED PER FBG 1609NUMBER OF JACK STUDS EACH SIDE OF OPENINGS
HDR SPAN CONNECTION (END OF EACHi HEADER) HTT22 ro(32) IrodSiNKERg IN STUDT T
A35 (12) Sdxl V COMMON NAiLS
F00R LOADING LU
(Cd• 1.00) 1 SIZE OF HEADER MATERIAL (NO. 2 SYP) (NOTE i) 5/5's x EMBED ANCHOR IN CONCRETE
�1�.
TOP CHORD LIVE LOAD 40 per NUMBER OF PLIES IN HEADER TOP PLATE TO KING: MSTA24 WI(5) loci IN TOP
TOP CHORD DEAD LOAD 10 p of o KIN STUDS SHALL BE FASTENED TO EACH LESS PLATE AND C1) 10d IN KING. HDG28-SDS3 (20) 6064 x 3 SCREWS iN STUD GROUP HU52ro (14) 16cl SINKERS iN HEADER �" :0,
I� ALL HEADER JACK AND G�
BOTTOM CHORD LIVE LOAD 0 per OTHER WITH (2) ROWS 10d COMMON 0 8" O.C. STAGGERED THAN °SKiNG GROUP TO SLAB: LTT205 99 HTT*. (ita) Irod 1'e'#xl2' EMBED ANCHOR IN CONCRETE (6) Irod SINKERS iN JOIST 4)
50TTOM CHORD DEAD LOAD 5 Per
TOP PLATE TO HEADER CONNECTION CONE OF THE FOLLOWINt~s): AND ju x is EIIMBEOMENT ATR. (18) i&d COMMON IN HEADER
C?4) SDS y� x 2 � SCREWS IN STUD GRIP HU410
T D_EFL.,E,�.T _CRITERIA 'M
-NO �NECTION FOR HEADER LESS THAN 36' HH00II-6062.5 1'#xi2' EMBED ANCHOR IN CONCRETE (Ird) loci COMMON IN BEAM �
R REE U
ROOF TRUSS -SPH W/(12) 10d x 1-1/2' a 32" O.C.Q$ TOP PLATE TO KING: (2)MSTA24. EACH W/(S) 10d
LL/240 -DSP W/(14) 10d COMMON 0 lro' O.C., OR IN TOP PLATE AND (1) 10d IN (14) Irod SINKER IN WALL FRAMING HUC410
TL/I80 KING, C Iro) irod SINKER 1N TRU55 CIS) Trod COMMON IN HEADER -�
1-GT2 (10) 10d COMMON IN BEAM
1
5 .,�
-FASTEN TRUSS DIRECTLY TO HEADER W/MT5 OR HT5 ' _ I c�
FLOOR TR,ISSKINGGROUP TO SLAB: LTT205 Q.$ !-�TT1(o. C 10) *d W/04) IOd x 1-1/2 COR EQUAL APPROVED 15Y EOR)
LL./3(o AND Is x 1' EMBEDMENT ATI :. MGT CZ2) loci COMMON IN GIRDER STH014 (38) trod SINKERS iN STUD ,
TL/240 o WINDOW OPENiNGS 4' AND GREATER REQUIRE 1/2' ANCHOR BOLTS OR REDHEADS W/ 1-1/2' DIA (WET EMBED) �
WASHERS AT 48' (MAX) ON CENTER UNDER WiNDOW CONNECTING BOTTOM PLATE TO SLAB. uj
WIND LOADING (Cd= 1.60) O IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD TOP PLT TO KING: C3X ISTA24. EACH W/(5) 106 MSTA12 (10) 10d COMMON : �
ASCE 1-02, 3°S GUST IN TOP PLATE AND (1) loci IN 0)
13AgIC WIND SPEED 120 mph Z _ KIS'Openin 8 > 60 OPENINGS IN 2x4 STUD WALLS CREATER THAN 6' REQUIRE A (2) 2x4 NO2 SYP PLANK ORIENTED 01
EXPOSURE CATEGORYG Walls) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6) I2d COMMON TOE-NAILS AT EACH KING GROUP TO SLAB: (2)LTT205 W/00) 16d AND� MSTA24 (10) 10d COMMON �/ •IMPORTANCE FACTOR 1.0 (2X4x12 EM590 ATR W/WASHER QR :3BUILDING CATEGORY 11 END
� �HTTIro 111108) lid AND %'x12'
CLASSIFICATION PARTIALLY ENCL Opening$ > S 0 OPENINGS IN 2x6 STUD WALLS GREATER THAN 8' REQUIRE A (2) 2xro NO.2 SYP PLANK ORIENTED ATR. M5TA3ro (IPS) 10d COMMON U
INTERNAL PRESSURE COEFF 0.55 (2x(o lie) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(S) 12d COMMON TOE-NAILS AT EACH •
c4c DESIGN PRESSURES (see tables END
HICsN UPLIFT HEADER NOTE I: ANCHOR EI'"'[8ED IN CMU TO BE 12-INCHES
SPECIAL .FLOOR
) OF PLT TO EACH KING: I"iSTA24. EACH WI/(6) 1@d Q..
(GAME ROOM) LOADING CCd 1.00 iN TOP PLATE ANC (8) 10d IN
TOP,CHORD DEAD LOAD 10 p8f Kit,,*.TOP CHORD LIVE LOAD 60 per ;
EADER TO JACK STUD: M5TA24 WKS) 10dI IN HEADER AND �
BOTTOM CHORD DEAD LOAD 5 psf
BOTTOM CHORD LIVE LOAD 0 pef (ism) I0d IN JACK.,
MAXIMUM FLOOR TRUSS SPACINGS 16' O.C. ALLTI:[FaADR02 (ATC) UIFT ANCHOR ING GROUP TO SLAB: (I)HTT22 W/(32) iroal SINKERS AND ifs' �
L
x15 EMBED ATR. to
ACK AND KIWG STUDS: (2 TOWS I2d a ro' BETWEEN ADJACENT HIGH
�A AT TO AN TTOM LATES CONNECTIONS
ATC LOCATOR SEE PLAN. #+tUT AND 3 SQUARE W SHER P D 50 P KEYNOTE5
THiS STRUCTURE i5 LOCATED IN THE WIND JACKS AND KiNCs�3
r
DEBRIS REGION AND HAS BEEN DESIGNED AS A o ONE ALL THREAD CONNECTION (ATC) 15 COMPOSED OF 1/2' 3rolcsi ALL-TREAD THAT RUNS THE FULL ATC UPLIFT ANCHOR NOTES. PLACE STUD CROUP UNDER TRUSS, BEAM OR RAFTER (TRUSS) SPECIFIED ON PLAN. NUMBER OF STUDS �
PARTIALLY ENCLOSED STRUCTURE, AS SUCH VERTICAL HEiGHT OF THE WAI.L, PENETRATING 50TH THE TOP AND BOTTOM PLATES, AND GROUTED WiTH i.
FASTENERS USED TO INSTALL THE ABOVE SPEG'IFiED CONNECTORS ? EQUALS NUMk3ER OF PL IES IN TRUSS (UNO). CONNECT TRUSS TO TOP PLATE WITH (2�GT2 W/(2$)16d SINKERS r- •.-
THE GYPSUM CEILING MAY NOT FSE USED A5 MUST BE EMBEDDED INTO SOLID WOOD. FASTENEfRS INSTALLED OR (3A4TS W/(20)10d. IF USiNG LGT2 ON SiNGLE PLY TRUSS, APPLY 48' LONG SCAB TO BOTTOM CHORD AT
TRUSS BOTTOM CHORD BRACINCs. REFER TO SIMPSON STF�ONG: TIE ACRYLIC-TIE INTO CONCRETE. THE TYPICAL EMBEDMENT i8 ro" FOR MONOLITHIC BETWEEN STUDS ARE NOT ACCEPTABLE. BRCS W/(1ro)16d. PLACE ATC WITHIN 3' OF STUD GROUP. EMBED ALL-THREAD 12' IN STEMWALL I � �
DESIGN RAWINCsB FOR BRACING CONCRETE AND 1 FOR ST�MWALL AND OTHER FILLED MASONRY APPLICATIONS. THE ACRYLIC TIE MUST 2, ALTERNATIVES ARE NOT APPLICABLE FOR 3W':3 WHiCH TERMINATE SUBSTITUTION OFT Sg TO A 10 D E ALL APPL CATION. T-
TRUSS DE D FILL 50TH THE HOLE IN THE CONCRETE AND THE HOLE IN THE WOOD PLATE. USE A 9/ 16 BIT FOR RU PL TE CONNECTOR RATED FOR 3,510 UPLIFT CCd 1.60) ACCEPTABLE IF
LOCATIONS ACCEPTABLE METHOD$ INCLUDE AT A HEADER. APPROVED BY EOR ALTERNATE DIRECT CONNECTION OF TRUSS TO FOUNDATION: HTTIro TO TRUSS
1x4 5PF RAT-RUNS WI(2) IOd C:c�t"IMON IN EACH DRILLING CONCRETE AND.PLATE HOLES. THE TDP END OF THE ATC MUST BE RESTRAINED BY A 3' SQ. x ��8' 3, WHEN UTILIZING THE MSTA24 TOP PLT TO STUD �'.Ot�I�tEGTION AS VERTICAL U1/C 18) 10d COMMON t TO F T s THICK WASHER AND NUT. THE ALL-THREAD MAY 5E SPLICED WITH A COUPLER THREADED ONTO THE FOUND WITH (1) 1/2 01A. x ro EMBED (12 FOR STEMWALL AND BOND Z
TRUSS OR SIMPSON T552-24 WI(2) 10dx1-1iz IN ALL-THREAD A MINIMUM DISTANCE OF 1/?' AT EACH END OF THE COUPLER THE COUPLER SHALL BE RATED SHOWN BELOW, ALL TRUSS TO TOP PLATE CONNECTIONS MUST BE BEAM) THREADED ROD.
PORCH TRUSS. (NOT APPLICABLE FOR PORGINSTALLED ON THE SAME FACE OF THE TDP PLATE,
CEILINGS.) FOR ALLOWABLE TENSION OF 3,200 POUNDS UNDER WIND LO,aDIrvO. THE ALL-THREAD SHALL BE INSTALLED PLACE STUD GROUP UNDER TRUSS, BEAM OR RAFTER (TRUSS) SPECIFIED ON PLAN. NUMBER OF STUDS
PLUM WITH THE MAXi1"!UM DEVIATION FROM VERTICAL OF 3/ S' HORIZONTAL PER FOOL VERTICAL. ova own
EQUALS NUMBER OF PLIES IN TRUSS (UNO). CONNECT TRUSS TO TOP PLATE WITH (i x..GxT2 WK26)l6d SiNKERS ul
_1%I- - _ _
OR (2)I-IT5 WK20)l0d. IF USiNG LGT2 ON SiNGLE PLY TRUSS, APPLY 48' LONG SCAB TO BOTTOM CHORD AT � �
THE HEX NUT ABOVE THE TOP PLATE SHALL BE TIGHTENED TO APPROXIMATELY 30 ft-ib8 OF TORQUE. BRG W916)10d. PLACE ATC WITHIN 3" OF STUD GROUP. EMBED ALL-THREAD 1' iN STEMWALL APPLICATION. to
CHANGES IN MOISTURE CONTENT AND THE RELATED SHRINKAGE OF THE 5UiLD Iw3 MATERIALS WILL --TWSS TO TOP PLT SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1,18510 UPLIFT (Cd=iloO) ACCEPTABLE iF
TA5M '�" EFFEGTt1/E�.'Y ELIMINATE TME PRE-LOADiNG CAUSED BY THE INITIAL TIGHTENING OF THE NUT. AFTER ALL APPROvEp 15Y EOR ALTERNATE DIRECT CONNECTION OF TRUSS TO FOUNDATION: TT20 TO T SS 0
ROUGH-INS OF THE MECHArNICA�. AND ELECTRICAL TRADES ARE COMPLETE, AND PRIOR TO INSTALLATION (TION MU�aT BE VERTICAL UJ/(10) Trod j D L B RU
QLADDIbra DESIGN PRESGUffu�10 OF INSULATION RE-TIGHTEN THE UPPER HEX NUT° TO 30 ft-Ibs OF TORQUE. TCS INTERIOR FACE of COMMON TO FOUND WITH C 1) i/2' DIA. x ro" EMBED C 12' FOR STEMWALL AND BOND
BEAM) THREADED ROD. lu go r z . Z0
E>CTERIOR WALL < O
za,,, FACE of WALL META TO TOP PLT PLACE STUD GROUP UNDER TRUSS, BEAM OR RAFTER (TRUSS)SPECIFIED ON PLAN. NUMBER OF STUDS � Q � a ° O Z E �Z
esi Wali Intsrtar Zortis End Zonr W W
Errec ive e ( eft t f) Zb
t p t� WN ) 10d COMMON EQUALS NUMBER OF I S IN C v. O = W U M 0 O
C5 PL E TRUSS UNo). CONNECT TRUSS TO STUD Cs�OL1P WITH C2)LGT2 UJ/C28)Irod SINKERS Z v v 0
Wind Area OR (3)HTS W/(20)10d. IF USiNG LGT2 ON SINGLE PLY TRUSS, APPLY 48' LONG SCAB TO BOTTOM CHORD AT ° w - F- Z O W v n E
1 Z LO ZW � '- mJZZO
m- 20 sq.ft,. +48 _51 ,x,,,48 _�� 5RG W/(6)106. CONNECT STUD GROUP TO BEAM BELOW WITH (3)M5TA36 W/(18)10d SU55TITUTIOti OF TR.t55 TO w WW 4 4 O W
PLATE CONNECTOR RATED FOR 3,51010 UPLIFT (Cd=1.60) ACCEPTABLE IF APPROVED BY EOR W It> W a W ri M i O
WiO
MOTA TO STUD W/(1) O 0 m Ix Irt 0> W z 0
21 - sm sq.ft. +4ro -4'b +oro -IE;-7 '' � O a ,� W J o
10 CION PLACE STUD GROUP UNDER TRUSS, BEAM OR RAFTER (TRUSS) SPECIFIED ON PLAN. NUMBER OF STUDS L� � O d } W W H w� O� v
5HEARLUALL-5 EQUALS NUMBER OF PLIES IN TRUSS (UNO). CONNECT TRUSS TO STPD OROUf�' WITH C1)l,..C=T2 U1/C?8)16d S1�RS �' �-Q 0 ZWW WW 0 �-I = WOZvst - •q-�• +43 -48 +43 -!5? " META INSTiSLLdTI�I OR (2)HTS W/(20)IOd. IF USING LI? ON SiNGsLE PLY TRUSS, APPLY 48i L.01 � SCAB TO BOTTOM CHORD AT a of �- Z 4 4.
SW FASTEN WALL SHEATHING TO FRAMING WiTH Sd COMMONS AT 3 ON CENTER ON EDGE AND 12 ON BRGs 111106)IOd. CONNECT STUD GROUP TO BEAM BELOW WITH (? S T Q �IZ- 0� � a a � k.4 W � 0
�l`'15TA3ro �,U/C IS)lOd UBSTI TU iON OF TRUSS TO O� W 0 Z O
i0 . 2�s -ft. +42 -45 +42 -�49 CENTER iN THE FIELD. PLACE DF3�. STUDS AT EACH END OF SHEARWALL. FASTEN PLIES TOGETHER PLATE CONNECTOR RATED FOR 1,-185' UPLIFT CCd=1.60) ACCEPTAF3L► tF, VED F3`�' EOR ` 0 W Z Z01 �` - °W 0 a z
q W/(2) ROWS OF loci COMMON AT 8 y.C., STAGGERED. PLACE (1) HTT22 AT EACH END OF SHEARWALL. n� �W �Z 0 W Z � 3 � Z W
HARDiPANEL iS ACCEPTABLE WALL SHEATHING ONLY IF NOTED ON THE FRAMING PLAN. ATC48 - MiN CI) BOTTOM PLATE Z Z 4 v W O W 1- O - O 0 Z
ti?' ALL THREAD UPLIFT ANCHORS MAX 46' O.C. + 1/2'x(0' EMBED BOTTOM PLATE ANCHOR WITH 3' SQ, ANCHOR W./ NUT AND 3 Q
EZOIM" F"' Z � � W0� ad
WASHER AT MIDSPAN (MAX 24' O.C. ANCHOR SPACINGS AT BOTTOM PLATE) SQUARE WASHER FOUNDATION KEYNOTE 5: - �� 11- W W Z �� 4 W� U M M , �` Z
FRS NCS SCE YNOT 5. W 1 r O _ W .
` " ADJACENT TO CORNER z = � WQ9ZZ3t�ipn1- Z
SWW SEE $WH DETAIL LOCAtED ON THE DETAIL SHEET. STUDS
STOP PLATE • n00Z }.� I Z1r3,.zzx �
AT DOOR 8x8 DEEP THICKENED EDG=E 1/2' ALL-THREAD DRILLED 4 EPDXIED W W 9 o? - Q � z 3 �
SW5 SEE '51115-SPECIAL SHEARWALL DETAIL, LOCATED ON THE DETAIL SHEET. A W/C1)�'4 CONT 1.{ U1/2' SQUARE WASHER 1'1(N. ro" jL W Z 0 I n W W 3 • M W < v v
EMBEDMENT REQUIRED a EACH END OF = < z } z= 0 W z - 0 W Q
�" �-1"" IZI.F- �3zWO L �- Oe
rfora ted ° SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENING=S WITHIN THE SHEARWALL 12' DEEP FTG W/104 tv 12' OPENING (� z W < i . 0 m 9 z W O z
HAVE BEEN DESiG�NED AS PERFORATED SHEARWALLS iN ACCORDANCE WiTH F5C 219-143.2.2 • O z IIF- 4861zo g
r A 5 EW UNDER BOX COLUMN
v�1ea �a�j8
PACK ALL STUDSuu
lot LEVEL o INSTALL A 0M STUD GROUP AT EXTREME ENDS OF SHEARWALLS. FASTEN PLIES TOGETHER SOLID AT CORNER W./ NO.2 SYP BEARING BLOCK FASTENED
W/ (2) ROWS OF 10d COMMON ® 8" O.C., STAG=GERED. FOR MULTi-STORY APPLICATIONS, (2) ROWS IOd COMMON 16'SQxl2' DEEP FTG: i TO TRUSS�W/I2d COMMON NAiLS. USE (2) � SWT NO,s
INSTALL ADDITIONAL VERTICAL BLOCKING BETWEEN SHEARWALL END STUDS AT EACH FLOOR a 8' O.C. C W/ (3)04 EW R a 3 Q.G. FOR 2x4 BLOCK OR (3)
R 3' O.C. FOR 2xro BLOCK. 15T � I
2nd Floor o EACH 2nd LEVEE1_ STUD AT EXTREME END OF SHEARWALL TO 2nd LEVEL TOP PLATE W/ BOTTOM PLATE HOLD-QM A►11' 24'SQx20" DEEP FTG TOP PLATE SPLICES TO BE BRIDGED � StructuraT U. l
Shearwalle SIMPSONMST,+�24. i"1ih! C5) loci COMMON IN TOP (-'LATE D U1/ C3�'�# EW J WK2)MSTA24 WI(18) I0d COMMON EACH,
(1) STRAP EACH FACE OF WALL. Summary
o SEE 'SECOND,FLOOR ATC NOTE' OR FRAMiNGs PLAN FOR ALTERNATIVES TO SHEARWALL 30'SQx20' DEEP FTG ' JOB NOA
END HOLD-DCUIN6 iN 2nd FLOOR AREAS WHERE HTT22 15 NOT APPLICABLE. E W/ (4)04 EW U
a AFASTEN MEMBER TO HEADER OR BEAM z WHIIII05
K) W/HT W/(20) loci OR EQUAL
NAILS CONNECTOR APPROVED [3Y EOR,
aro"SQx20' DEEP FTG; s SUi3DtVI8tONc
ND ZONE C INSTALL COMMON NAILS UNLESS OTHERIJJiSE SPECIFIED Ik
F W1 (4)104 EW RATED FOR 1,450 UPLIFT (Cd=1.60) Oceanwa
ESICsNATI C COMMON WIRE NAiLS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL. -! `
a 5.6 FT SIZES SPECIFIED IN ASTM Fi661. NOMINAL DIAMETER SiZES APPLY TO FASTENERS BEFORE 48'6044"
DEEP FTG FASTEN'I"IEM5ER TO HEADER OR (�
APPLICATION OF PROMCTIVE COATINGS. G W/ (5)104 EW, T45 L BEAM W/(2A4T5 WK20) 10d EACH OR
t EQUAL CONNECTOR APPROVED BY LOT���
WHEN A BORED HOLE IS REQUIRED TO PREVENT SPL.iTTING: OF A WOOD DUE TO FASTENER PENETRATION, EOR, RATED FOR 2,9@010 UPLIFT
THE [BORED HOLE SHALL NOT EXCEED 15% OF THE NAIL OR SPiKE DIAMETER (Cd=lbo) to
THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE k � FLOOR!'1Mo
AS L.igTED iN TABLE 2 BELOW
FASTEN MEMBER TO HEADER OR BEAM X
WK3)HTS W/(20) 10d EACH OR EQUAL lu Spencer Res,
CONNECTOR APPROVED BY EOR, RATED 0.
FOR 4,35010 UPL IFT (Cd=1.60) '� DE81Gt D'
2nd LEVEL TA5LE 2: NAIL SIZE LEGEND x DAE
DIA"IETER LATHCONCRET AN2FO1,�NDATION NOT S -, I�EWEDi
8d COMMON 0.119-140 2-1/2 MGK
10d x 1-i/2' 0.148' ?' 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 P51 AT 28 DAYS (UNI
i0d COMMON 1 .148' 3'
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). Q REv1910l�� DATE
3. ALL REINFORCING STEEL 03 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). UJi2d COMMON 0.1481 3-1/4'
4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WiTH A 24' LAP. ORIGNAL &OMITTAJ- 3/2/d*
Irod SINKER 0.148' 3-1/4 5. FIBERMEBH 18 AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF,
16d COMMON .lro 2' 1 3-1/2'
&. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
1. EARTH AND EARTH FILL SUPPORTING= SLAPS ON GRADE 16 ASSUMED TO HAVE A MINIMUM BEARING CAPACITY
a Ct .) OF ?,000sflN ACCORDANCE WITH FRC 2004 TABLE 8401.4.1 AND SHALL BE FREE REE OF ORGANIC MATERIAL AND
TAEBLE.3.. F� T N GJ' ��� '�' "�" �' COHESIVE SOILS. COMPACT THE FILL. IN 12' LIFTS TO AT LEAST 95ga OF i"IODIFIED PROCTOR MAXIMUM DRY
JENDDENSITY. IT 15 THE OWNER S OR CONTRACTORS RESPONS18ILlTY TO CONFIRM THESE A58UMPTIONS.
ES ZNATIS. CONCRETE FLOOR SLABS ON GRADE SHALL INSTALLED �
DESIGNA PRESERVATIVE
BE N LLED OVER A MINIMUM ro MIL POLYETHYLENE VAPOR
a 5.6 FT RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FiLL WITH APPROVED to
ACQ t NON-DOT CONNECTORS MUST HAVE Z-MAX, 6120 OR TRIPLE ZINC COATED FINISH. CHEMICAL 801L TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES.
BORATE ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. 9. 5TEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION.
CONTACT ENGINEER OF RECORD iF THIS CONDITION EXISTS. �--
SODIUM BORATE STANDARD FINISH 16 ACCEPTABLE (UNO) 10. TO CONTROL CRAC<INGs, CUT In 5AWCUT5 IN THE SLAB IN A 15'x15' GsRiD WITHIN 12 HOURS OF CONCRETE --
PLACEMENT. CONTACT EOR FOR ALTERNATIVE METHODS. U
ACZA NOT RECOMMENDED. STAINLESS CONNECTORS AND FASTENERS
11. DO NOT SCALE FOOTINGS DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE L„
R;EQUiRED.
FOOTINGS LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. iF FOOTINGs 51ZE OR LOCATION iS NOT
DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. 'Q
12. 5IMP5ON STROWS-TIE ACRYLIC TIE (REPORT ER-51SP SHALL BE USED iN ALL DRILLED AND EPDXIED t�
CONNECTIONS TO CONCRETE. ANCHOR BOLT, THREADED OR DOWELED REINFORCING STEEL MUST BE
EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE DRILLED 1/16' GREATER THAN THE DIAMETER OF THE ANCHOR. }-
MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION.
J
3rd LEVEL
a
rt .�
U
ul
NO ZONE i"
a
DE81GsNAT1
X
a = 5.6 FT
-� aJ EFFE P RN EQ0 N• P.E.
P.E. NO. 58544
4/26//6
N
i
i N
'F'-'� 3'�2��
J
12'-4' 15'-6' 1'-2 3fd'-m' W 1j
V �
--i
/�1 1) a
L —J zi —V
� 5'-3j' T4'-81'
U
SLID,WG GLASS DOOR FRAMES MUST BE � Q
RECESSED INTO THE SLAB IN ['
ACCORDANCE WITH THE FLORIDA BUILDING I � (L
� GOGE. CONSULT ARLHfTEGTLtRAL PLANS
e � I
FOR LOCATION OF SLIDfWx GLASS DOORS.op
:3
� 20' DEEP FOOTING (AS y�.b� � - - -- - - - - -- - - - - - - - - - - - - - - - - - - - , � �
�
DIMENSIONED) WITH 04 AT I �
- - - - - - - - - - - - i � 8' O.G., EACH WAY OPT
i
-3' 1'-8' 8'-8' 3'-b' 24'-3'
a
W ? lo
• � W �
� r _ � I _ 0 z � D aYFWL �o
1 I �'' �`'3 �a �o= � zUmoWn � �
F � _ J N I w �� �W��,, opW � �� o .
1 d W p0
z OWEZLLOID
a w Zo! � odja < o:
L7t �vvZWWZ100 �� W
EBUILDEi� MUST SU5MIT A o WWo��° =� <� ��� n
� 1 /� I � p W Z �� W14 WW�EDTECHIVICf-�L �E f=OI�T ~ Z=}ia� Z? �� on�' WZ
� n nz }� M - za o
zo °WL � � -z �i-
� TO APEX TECHNOLOC�1' o WZ � �=_ W;a� W3�
o nWn
� t �
' EE< tiWpow< �
FF a - �- o
0 V:a W z W 4(8 pi I Z u a
AF ROVAL f=f;RlOf;R TO
ANY FOUNDATION
15T � 2
CONSTRUCTION,
EW AND u -4 ulK9x wo
Structura 1
Plana
WHIIII05
Oceanwalk
1'-4' � � � nor Noy
tu
u 18-3
� pfd'-11' � ~ FLoois�o
to
(:Diw Spencer Rea.
i
I Q DAE
1MVIEWEPs
�4 I �I � � Q REVISIONS DATA
ua oR�waL eue►-�irTa. 3nl�
7 F— 7
UJ
J L
P I DER DOOR UNDER DOOR
14
iJ..
8TNQ 14 STH014
Q '
D
(WET EM6ED) (WET EM8E0) N
4'-4i' b'-2�' .
4'-I' 8'-b' b'-m' 8'-b` 1'•�t' �'-3' I'-1' 9'"9'
14'-8' 13'-0• Z� 22'-3'
J
Z
U
to
11 1 � 011 x
U-1
FmOUND I ON f=>L N (L
JEFFE NEBONg P.E.
Pe, V\4 . P.E. 56544
4/26/D6
womb map
� 7T 1
PORCH BEAM PORCH BEAM TO POST:
EXTERIOR WALL SNEATNINCs (2)MSTA36 W/lib) 10d
14
BEAM POCKET PORCH POST TO SLAB: ICR
BEAM WITH (2) HT520 P HTT22 W/l32I 16d SINKERS 41
FIFFL.p FRAMED EXTERIOR LEDGER OVER 055 NOTCH TOP OF PORCH BEAM 3' FOR i N
WALL TO ROOF DECK Beall Pcr corwECTiort AT WALL. .1
(P
TOP OF BEAM ELEVATION EQUALS INSTALLED OVER OSB HEADER JACK AND TOP OF TOP PLT ELEVATION. 3L,• SEE 'TYPICAL PORCH bxb NOZ SYP cNv
KING STUDS MINIMUM BEARING REQUIRED M WALL. 8HEATHINCs DETAIL! PT POST.. TYP
EXTERIOR WALL SHEATHING EXTERIOR WALL
SHEATHING
LL �
W
-DEADER BE,4M SCHEDULE � �
tirr5ERsrRcNc LSL �
1.'iE- 3 'x14', TYP �i 601 TIMBERSTR,4ND LSL I.1E - 31i28x16'
(�
503 MICROLLAM LVL 1.9E - (3) 134, x Ib' 3
II
504 PARALLAM PSL Z.fdE - (?) 9V2' x ib' :3
BALLOON FRAMED ^�� U P Bmb TIMBERSTR4ND LSL I.'IE - 9vi' x ib'
2x10 WALL -�
�II_ Bmb TIMBERSTR4ND LSL I.ZE - 31i2' x 16' N �
2x�o EXTERIOR WALL 1 . �
gas' ROD CONTINUOUS TO
2x12 NO.Z SYP PT* xii
�II-- 11) 1x12 B(d'1 TIMBERSTR4ND LSL I.'1E - 3�z x16 �
SL'4B FROM ABOVE - -
_ � (2)2x(o-I/2 A*OOh2 J160 OISTS ^�) 508 TIMBERSTRaND LSL I.ZE - 31i2' x lb' W Q
2A2 LEDGER ^I I 2x12 N0.2 SYP PT 509 TIMBERSTR4ND LSL 1.11E - 3V28x16' :3 �
OVER osB. SII �TooRo�l8t8
SEE NOTE 1. BIm TIMBERSTRAND LSL 1-711E - 31i2' x Ib'
II �
_ �W ?xis LEDGER II NUS212•3. !6)
F7 - - ii ADDITIONAL LACs
(2 r1 x(o-1/2 OVER 038. SCREWS AT LEDGER
sw 6w N0,E n SEE NOS 1' ��� cow�ct�ont CONTRACTOR .TO SUBMIT SPIRAL STAIRGr4SE SI-OP DRAWING5 TO C�
BALLOON FRAME WALL WITH CHEADER C - Lt 4� ENGINEER OF RECORD FOR REVIEW?x10 NO2 51P SPUDS At Ib' O,G.
TIM15ERBTRAND 1.8L TIM15ER8TR,4Np LSL AND APPROVAL PRIOR TOFY
i.-tE- 3V2'x9V2' I.IE- 31/28xlbI CONSTRUCTION.
? JACK STUDS 3 JACK STUDS
C 2 r1 x61/2- 2 KING STUDS 3 KIN�Cs STUDS
CzENF=RAL PLAN NOTES:
9) r
I. FOR GENERAL NOTES AND KEYNOTE �
SPEG(FICATIONS, SEE SHEET 5T-1 1-
Z Z. IF HEADER NOT SPECIFIED, Q
CONTACT ENGINEER OF RECORD Z
N
hXb NO.Z SYP 3. SIMP30N ACRYLIC-TIE ADHESIVE SHALL BE USED IN N
POST ALL DRILLED AND EPDXIED CONNECTIONS TO. ��•1
CONCRETE. ANCHOR BOLT, THREADED ROD, OR Z
8� 15w �W� 1 � DOWELED REINFORCING STEEL MAY BE EI'18EDDED TO N
THE SPECIFIED DEPTH, IN A HOLE 1f&' GREATER THAN THE
NOTE 10 NOTE 10DIAMETER OF THE ANCHOR. MANUFACTURER'S
GOUBLE 81'1,10 DOUBLE STUD INSTALLATION.O�g MUST BE FOLLOWED FOR PROPER W W � Z 10
(2)2x6-I/I BELOuu BE,4M BfdB W 4 v o 4 i °� r �
��� �� �8 4. FASTED ALL MULTI STUD COLUMNS UNDER _ � a � a W D W � �z
�$ BEAI"IS/CsiRDERS WJ (2)ROWS 106 GOI"tMG�I 6 8' O.G. �Z �, � � p a
Iv D
STAGoCsERED l�I 913 �- Z m D W v 0 �
77( nx�-iii7 (Z <� WW =_ o� a� J ,� �
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY �W �> � ow �i g �p a o
USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY � �0 m d � r t W j �z 0
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND Q 0 �
W ARE TO BE DESIGNED AND DETAILED Bl' OTHER � `� � t �� F= r�i� o a u �
C2r1x�o-I/2
Cl
(� 6. A�� METAS CONN�GTORS SP�GtFIEp ON PIAN ARS IN O H F � � 0 4 0 F F� Z W� 0
10
C2 nX(o-1/2 C2 nx6_��� � ADDITION TO FRAI'1(NCs FASTENER REQUIREMENTS LISTED � p W W� i� �`Z 0� J p 4 W
N �ORIpA BUI�.DINCs CODS
TABLE ?306.1 � �W � Z p D Z 7
1. FASTEN LEDCsER TO FRAMING/TRUSS z Z Z ���� p IW- � 0t� 0 Z
O �- nV ►- z` PWm-wo
VERTICALS AT EVERY SUPPORT AS FOLLOWS W 4
(MAX 24' O.G. SPACING): � W� <�A < wq < i%
p � � i1 W
1�0� n n n � 7 2 10
� 2IYzQ� �zL� 0 �7� WZ
ui
BOF FRt�MING LEDGER: Wz1D W a` � g
(Z)NO2 SYP STUDS � � SZO W ,
BELOW BEAM B06 NOTA 1m NOTE I(d 2x6_.._.._......._...(3) 12d COMMON n- wCOMMON R
Z )- Z F � 7 2 m p O� H
Lo
Bmb DOUBLE STUD 2xlm......._.��.0 5) I d COMMON Q � v t c vSi W p z
xxvvxx i1q;:xvxx BELOW BEAM 501 12d COMMON
D BELOW C51 2X6 SYP FLOOR FRAMING LEDGE2 4
�
NOTE 13 SEAM IW4. ISR,gNl TO STUDB Is LOW SAM PT LONG LAG SCREW �
SLAB W/HTTIb 804. TO SL�48 PT 2x8._..._.�..w..._..(4) I/4'x4'i2' LONCs LAO SCREW !3T =3
��nX�o-(/� ��� � 504 B04.
PT ?x10.._._..._..._(5) I/4'x4li2' LONCs SAG �vCREW
x � PT 2x12_..._.._.._......(6) I/4'x4li2' LONG LAG SCREW Structura 1
M � i LEDGER FRAMING NOTES: � JM NOj Plans
U
COUdLL 9tuD OELOItJ ( I.1 ADDITIONAL FASTENERS MAY BE REQUIREp AT Z LUH111105
F- M n n BEAM 13m3. SEAM TO I SPECIFIED LOCATIONS ON PLAN
STUDS W/(2)MTSIZ 2.)SEE TABL_E 3 ON SHEET 5T-I FOR FASTENER � ��h*4810his
C2Y1X(o-I/2 NOTA 12 503 I PROTECTION AGAINST CORROSION
Oceanwalk
C2nX(o-V2 C2nX(o-1/2 � S. BEAMS IDENTIFIED BY )NUMBER ON PLAN ARE TO O
(2)2x(o-1/2 (2nX(o-1/2 (2nX6-1/2 � BE PROVIDED BY TRUSS MANE.
LOT NOa
C2 n Xao-I/2 I�
S. FOR PERMANENT BRAGINNGBRACINGREQUIREMENTS OF �
PRE-EINEERED ROOF TRUSSES, SEE DETAIL
H
N5 Lu �~ Ifd.SEE 'INTERIOR SHEAR-WALL DETAIL,' SHEET 5T-6. X �����
(� � Spencer Res.
II. INTERMEDIATE JACK STUDS REQUIRED BETWEEN� � �8�p�~ OPENINCsS. EACH STUD TO HEADER W/MSTA24
-4 ---it 7 AND TO 50TTOI'1 PLATE W/SPN6. 112'xb' EMBED X DAE
ANCHOR BOTS 1U17H 3' SQUAB WASHERS TO BFE
C�nXIO-I/2 I PLACED WITHIN 4' OF EACH JACK GROUP. 7 IREVIEWMi
m 1"iC�K
(2)2xifd 7YP F7 12, SPLICE DOUBLE TOP PLATES ON NARROW FACE W/(2)
' MSTA3f SNOUAd (4 STRAPS TOTATO INSIDE AND L�TSIDE FACE OF WALL, A5 Q REv18lON8 04TH
I
4x4 NO.? SYP UJ ORIGINAL81dBMIT7AL 3/2/fab
PORCH BEAM To POST: (PT POST, TYP 13. INSTALL SMEAR PANELS TO FIT TIGHTLY BETWEEN
l4JMSTA24 W/(Z0)I0d I FLOOR TRUSSES, PER TRUSS PLACEMENT PLAN.� ��
POST TO SLAB: � FASTEN FLOOR DECK TO PANEL WITH 10d COMMON AT
ABU44 lU/C12)Ibd OR SEE 'TYPICAL PORCH � 3' O.G. FASTEN PANEL TO DOUBLE TOP PLATE WITH LU
µTrio uu(1a)imd. SHEATHING DEtAtL.' 106 GOMI'10N ,4T 3" O.C. FASTEN EACH END OF EACH
PANEL TO DOUBLE TOP PLATE WITH MT5I2.
NOTCH TOP OF PORCH BEAM 3' FOR TIMBER$TR4ND LSL 14. CONSTRUCT 2x4 SPF BOX FRAME TO FIT TI�CsNTLY N •
BEAM PKT CONNECTION AT WALL. �i
�lEw Sv� x�l� TIMBER8tFL4ND LSL BETWEEN FLOOR TRUSSES.AND/OR BEAM. FASTEN
TOP OF BEAM ELEVATION EQUALS
� J,4C„1C�T(,IQ$ L T100 FLOOR DECK TO TOP CHORD WITH 10d COMMON AT
TOP OF TOP PLT ELEVATION. 31/211.'TE- 3�'Xllli' 4' O.C. FASTEN BOTTOM CHORD TO DOUBLE TOP �
MINIMUM BEARIHCs REQUIRED IN WALL. Z KING STUDS Z JACK STUDS
PLATE WITH imd COMMON AT 4" O.G. SHEATHE WITH
Z KING STUDS 1116 058 WITH sa COMMON AT 6' ON EDGE. U
IL ,FASTEN EACH JACK STUD TO 15. (3) 2x12 GIRDER TO TIMBERSTRAND W/C2)31MP50N H3. Q
HEADER WITI.1 M9TA24 W/C18A0d
N
WET EMESED STHD14 W{TI-{(38) }
Ibd SINKERS AT EACH END
OF EACH GARArsE RETURN J
(TYP, 4 PLACES) O
U
IN THE INTEREST OF ECONOMY AND CLARITY OF PRESENTATION, WE 1-IAvE ONLY w
LOCATED THE ATC's WITH FIXED LOCATIONS, CONTRACTOR MUST CONSULT THE 'ATC
Ist L 6TfRUGTUfRAL S 4EAfRWALL P 1/4 (� � 1 ( � �� g�"gTEM INSTALLATION SPECIFICATION! SHEET ST-I,FOR REQUIRED PLACEMENT OF ATC's )(
BETIUEEN THOSE LOCATED HERE. THE CONTRACTOR MUST AL90 CONSULT THS 'SECOND �
� FLOOR ATC NOTE,' FOR SITUATIONS WHERE AN ATC 15 NOT APPLICABLE' DUE TOA JEFFER P. AR soH, P.E.
HEADER OR BEAM BELOW. P.IE. O 9844
4/26/G6
P4RG1-1 BEAM TO POST: Q
(2)1`15TA36 WI(26) 10dnow
Q
N
BEAM POCKET PORCH 2nd FLOOR P08T TO lot FLOOR P05T:
BEAM W/(2) NT520 (4)M5TA36 W/C26) Imd C*4
EXTERIOR WALL SHEATHING
V'
2x4 WALE. ATG NOT NOTCH TOP OF PORCH BEAM 3' FOR
APPLICABLE. SEE "SECOND BEAM PKT CONNECTION AT WALL. (P
TOP OF BEAM ELEVATION EQUALS
FIELD FRAMED EXTERIOR FLOOR ATC NOTE' � � �
WALL TO ROOF DECK TOP OF TOP PLT ELEVATION. 32'
MINIMUM BEARINCs REQUIRED IN WALL.. �
EXTERIOR WALL SHEATHINCa PORCH BEAM TO CORNER STUD& N
INSTALLED OVER OSB � N
W/(2)MSTA36. 6x6 NOS SYP
STUDS TO SLAB W/HTT22
PT Post, T`t'P
EXTERIOR WALL gNEATHINCs
XXX LL
(Z) 2x10 (2) 2x10 lU
J �
3
TIMBEftTRAND SSL �� M �3
OON FRAMED
T35 M I.IE- 3V28x14'
BALL / �U ,�
2x10 WALL
tRU33 t0 DOUBLE TOP TIMBERbTRAND LSL
TRUSS Tll, TI8 TO MT'812 E,4GN. — — — � SEE NOTE ? AOR TRUSS 1.�E- 31/2 W41 �� t33, 734 t0
I Q)
TOP PLATE U1/(?) I t12 �IOLD-DOWN BEAM U)/(2) I.18 �AGH '� •
III .w
SEE NOTE b FOR TSS Mt812 EACHI 6w ~
t16 HOLD-DOUN 0 0 0 0 0 =3 �
SUJ 1UJ «nx&_1/2 b :
�--- - �. T32 � � �
I NOTE 5 2
�31 3
NOTE 1 IFYI
� 0 �
— (2)2xro-1n «nxl2-2/2
l2 nx12-2/2
�
T31HIGH UPLIFT NE,O►DER I f" �
CON :3
I/tNTIONALLY FRAMED CAROUSEL HIP RIDGE: � x
22>4N0.2 SYP RIDGE BEAMS �� ^
2xb NO2 SYP RAFTERS AT 24' OAC. I � 117� Q CONVENTIONALLY FRAMED RAFTERS TO �I �
RIDCs11 MEMBERS W/(3) Ibd COMMON. BEVEL CUT HIPS
AND RAFTERS FOR FLUSH MOUNT AGAINST SUPPORTING r
MEMBERS ( z
�
z
�
DEB
eT--t �
E090C2�2x - /2 w 6 n � � o .
LU a � o ° oZ ��e�
W W j3
I� Z
�p ZQ9 �9 � i � p
W
W � WW n � a ] L
q E w m i w 2 U 0 ; 0
ejp� �d ■
o n oW11- am(2)2x6-I/2 <n < F Znr0 = =WO �
ATC TO TERMINATE AT 2nd FLOOR TYP, IN TOWER
� �� o3CO " a o
DOUBLE TOP PLATE. EACH KING I � � n U. � it� W W = � 00 D� 3 �` W
STUB IN TOWER t0 DOUBLE TOP �
Li� �tl VZWWZ � O � � W
PLATE WITH SPH4 AND TO KING �9 zZ < � oo� o- =Loz
STUD BELOW WITH MSTA36. �... T31 X O r It W o IX z� m � e�- � n
NOTE 3 � ( �' � ~ ?i >iQ� �z �� oo� mo
HGUv412 � ( --.�
� nWo„ ngz� >�znWL ' nz ?3z = -
�-
3rol -'UCT
H� tl- Wma
Zo ° ��j (3TR88 TI5A WnWn � ri � �
tz> z= � 2oGW <L
� = wZ �t = Z���= 3N11- 46 �� �u�� �� (2nx�-i/2 J � n
1/4 1
a fRWAL L.f= L AN� -
TIMBERBTRANp L8LI 1 � 1 O S
� 1.10m 3 'x14' � 1-�-�
P Structure 1
U.
Plana
� CXXJBLE STUD BELOW I � doa Hoy
(2)2xIm-1i2 TIM
3 W48L j g uTIC T r�usa to � ; � 2b T12 _j � WHI11105
nnsioKt
CoNvENTIONAL F INCz NOTES NO 3 � (2)2x6-1/2 (2)2x6-1i2Oceanwa Ik
SEE NOTE 4 FOR I111111111111111111111114 '
(2)2x(o-1/2 i (2)2x6-I/2 TRUSS 712 HOLD- � � Q
RIDGE '02 SYP TYP: LL� _3= 114
� D� I � nor Noy
2x8 RIDCsEs � %s Lu � � w 6-3
• (8) 12d COMMON TOENAILS o VALLEY (2)2x(o-I/2 J sui 15w1I__ M��I
TO ADJACENT• l MTg 2 STRAP � VALLEM5ERY EY TO PLATE. I I I F__ I I � X
� � � W Spencer Ria.
l
2xlg2 RIDCsEB 2x6 NO2 SYP NOTE 5 i i � �
• (10) 12d COMMON TOENAILS * VALLEY FLOOR JOISTS (2)2 x6-
1/2
TO ADJACENT MEMBER AT I6' OG. d oAr= '
• (?) MT812 STRAPS • VALLEY TO PLATE. RAFTER 8P SCHEDULE
liEviEWEDi
2x11 RIDGES O.C.
R SIZE r 2 n x6-1/2 i i � � MGK
• (12) 12d COMMON TOENAILS p VALLEY 2x6 2x8 2x1O 2x12
TO ADJACENT MEMBER 12' 15'-5' 19'•11' ?3'-9' 26'-m' �ENERAL 10L NOTES:
• (2) MT812 STRAPS • VALLEY TO PLATE. 1(�� 13 4' I•�'+3� 20'-�' ZZ'-0' I. INTERMEDIATE JACK STUDS REQUIRED BETWEEN
ORIGWAL SlJl9MITTAL 3/?/fD6.
• OPENINGS. EACH JACK STUD TO HEADER Ul/M5TA24
248 10141 1 14"-l' it9I-V AND TO BOTTOM PLATE W/SPH6. 1i2'x6' EMBED (Z)2X(o-1/2 1
RAFTE 02 SY10 TY : - ANCHOR BOLTS WITH 3' 8QUARE WASHERS TO BE �
2x6 RAFTERS 20 LL/I$ pl, 02 81'P PLACED WITHIN 4' OF EACH JACK GROUP. � w
• (l) N5 OR (i) N8 • E,4CH RARER TO MAM, SSEGOI�D FLOO� �TC NOTE
2. l3) NOZ YP STUDS BELOW TRUSS T?Z. Zxi0x24 N0.2 Z
• (b) lZd COMMON TOENAILS a RAFTERS TO GEILINrs JOIST SPAN SCHEDULE SYP BEARI�KS BLOCK TO BOTTOM CHORD W/C�4) 10d
O� •
R�PG�N�L.L�Y. ATC NOT APPLICABLE FOR WALL SEGMENTS LOCATED OVER IST FLOOR BEAMS OR COMMON. TRUNCs SS/BEARIBLOCK TO STUDS WITH
LER SIZE HEADERS IN WHICH THE DISTANCE BE7WEE�l ATOS AT EACH END OF THE HEADER 18 M5TA36 TO NARROW FADE (3 STRAPS.) STUDS TO FALSE DORMER NOTE:
2X8 RAFTERS �, L"
?X4 ?X�o 2X8 2X1(4 GREATER THAN THE ATG SPACING THAT 15 SPECIFIED. IH! THIS gITUATIOP! THE SLAB WITH HTT22. SHEATH ROOF TRLJ58E8 BELOW FALSE N �
FOLLOWING STUDS MUST BE STRAPPED:
• (2) H5'S OR (1) �-IS o EAGN RAFTER t0 PLATE. DORMER FASTEN 2x4 NOZ SYP BOTTOM �
• (8) 12d COMMON TOENAILS B RAFTED TO 12' 12'-5' 19' 6' Z=✓''-8' ?6'-0' 3. SPLICE DOUBLE TOP PLATES ON NARROW FAGS WI(2) PLATE TO ROOF TRI,l35 TOP GHORpB WITH 10d V '
TYPICAL WALLS: EVERY OTHER STUD TO BE CONNECTED TO TOP PLATE
�6• 11 M36 �-��*8� 23�-,Q,� Z6�-0� MSTA36 TO INSIDE AND OUTSIDE FAGS OF WALE, AS GOMI'10N 0 3' O.G. AND MT812 * ?4' O.C. FRAME ,
RI�E/�/,QJ.,LE`�', WItN SPHh/6 AND ?O BEAM/HEADER P3ELOUJ W/MStA36 W/l18) Imd SHOWN f4 STRAPS TOTAL) �x4 SPF KNEE WALL OVER BOTTOM PLATE LL
ZxlO RAFTERS 24' 9'-ifs' 15'4`6' 20'-I' ?3'-Ii' corir�or�. �� W/�PN4 ,4T THE TOP AND B07tOM OF E1/ERY �
• l U H16 OR (2) M8t12'S * ERR
EACH RAETO I�LATE. I0 LLJS L. rl 8YP KING STUDS: E,4GN KIt�Cs STUp TO TOP PLT W/SPH4l6� AND TO BEAM/HEADER 4. (3)NOS SYP STUDS BELOW TRUSS Tib. ?x10x24' NOS BTUp, WE ER TO BE (ZYlx4-VI. SHEATH N
SYP BEARING BLOCK TO TRUSS BOTTOM CHORD
• 110 IZd COMMON TOENAILS s RATERS TO BELOW UJ/MSTA36 W/08J Imd COMMON.,** W/f24I Imd COMMON. TRUSS TO STUDS W/(3) M5TA36 DORMER ROOF AND WALLS WITH 7{*' 08B
RIDGE/VALLEY., TO NARROW FACE OF TRUSSBEARIPKi BLOCK. EACH N41LED AT 3' ECC-PE, b' FIELD.
SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/NEADER BELOW STUD TO BEAM BELOW W/I"f5TA36.
Wltl-I (2) MSTA36 W/(18) 10d COMMON MACH.�11ia1U
CLG@ JOIST 02 SYP TY JI:
�IE11E WHEN FLOOR SYSTEM EXCEEDS 16' DEPTH, lJ$E SIMPJ�ON G916 5. EACH TRUSS TO DOUBLE TOP PLATE WITH C2)MTSI2. Q
�x JOIST CONTR,4GTOR TO SUBMit SPIiZ4L
• �3� I CI COMMON TOENAILS o GLCs. JOIST TO EVERY STUD TO TOP PLATE WITH SPH4/6 AND TO Z
STUp OR HE F3��OlU WITH MSTA36. �
STAIRCASE SP010 DRAWINGS To v
TOP PLATE/RAFTERS. IN THE INTEREST OF ECONOMY AND CLARITY OF PRESENTATIOIN, W HAVE ONLY LOCATED 6.2x10x24' NO.? SYP BEARING BLOCK TO TRUSS TI6 ENGINEER OF RECORD FOR REVIEUJ �
TJI CLC. JOIST THE ATC'e WITH FIXED LOCATIONS. CONTRACTOR MUST CONSULT THE TYPICAL WALL BOTTOM CHORD W/(24) 10d COMMON. TRUSS TO AND APPROVAL PRIOR TO X
• (3) 10d COMMON TOENAILS � CLC;. .JO-IST TO SECTION(S)ON THE DETAIL SHEETS FOR REQUIRED PLACEMENT OF ATC'e BETWEEN THOSE HEADER WITH (3) M3TA36 TO NARROW FACE OF
LOCATED HERE. THE CONTRACTOR MUST ALSO CONSULT THE "SECOND FLOOR ATC NOTE' TRLtSs/BEARINCs BLOCK PLIES. CONSTRUCTION.
TOP PLATE/RAFTERS. FOR SITUAT1�15 WHERE AN ATG 13 NOT APPLICABLE DUE TO A HEADER OR BI'1 B
EAELOW. � J6F R NESGN. P.E.
P.E. O. 58544
4/Z6/06
MIN 7f6' 24/16 APA RATED ROOF
MIN �' 24/16 APA RACED ROOF SHEATHING INSTALLED W/LOt�ICs
SHEATHING; INSTALLED W/LONG DIMEN510N PERPINDICULAR TO N
PRE-ENGINEERED ROOF DIMENSION PERPINDICULAR TO GRAIN W/ ad COMMON: 6' O.C. At �
COMMON:
OR CONVENTIONALLY PANEL
W/ Sd GOMON: 4' O.G. AT PANEL EDGES, IZ' O.G. AT C*4
FRAMED RAFTER. PANEL EDGES, 6' O.G. AT INTERMEDIATE SUPPORTS . (Q
INTERMEDIATE SUPPORTS01
PRE-ENGINEERED ROOF PRE-EN�sINEERED ROOF
T�,199E9 OR CONVENTIONALLY
TRUSSES OR CONVENTIONALLY PRE-EN�sINEERED ROOF
FRAMED RAFTERS. FRAMED RAFTERS.
TRUSSES OR CONVENTIONALLY
FRAMED RAFTERS.
(P
DOUBLE 2x4 N0.2 SYP TOP PLATE DOUBLE 2x NO.� SYR TOP PLATE NUT t 3' SQUARE x Ye' THICK �
C*4
FASTENED W/ 2-ROWS Imol COMMON 4 FASTENED W1 2-ROUJ6 10d COMMON G WASHER AT TOP PLATE
I6' O.G. StAGCsERED (1JN0).MIN 48' Ib' O.C. STAGGERED (UNO). MIN 48'
LAP W/ (44) Imd COMMON IN LAP. LAP UJ/ (24) 10d COMMON IN LAP.
DOABLE 2x4 N0.2 SYP TOP PLATE
FASTENED UJ/ 2-ROWS Ifdd COMMON m LL
Ido' O.G. STAGGERED (UNO). MIN 487 '
LAP W/ (24) 10d COMMON IN LAP. J
J �
TRlJ88 OR RAFTER TO TOP }
PLATE W/ (l) SIMPSON MT812 DOUBLE 2x NO.2 SYP TOP PLATE
UJ/ (14) Imd COMMON. FASTENED W/ ?-ROUJS imcl COMMON 0
16" O.G. STAGGERED (UNO).MIN 48'
TRUSS OR RAFLTER TO TOP MIH )(6m 24/16 APA SPAN RATED 0515 LAP W1 (24) 10d COMMON IN LAP. :3U
W/ LONG DIMENSION PERP TO d
PLATE UJ/ (1) SIMPSON H8 W/ SUPPORTS. ad COMMON: 6' O.C. At TRUSS OR RAFTER TO TOP TRUSS OR RAFTER TO TOP
(10) 10d COMMON. PANEL EDGES,, fo" O.G. IN THE FIELD PLATE W/ (l) SIMPSON P'fTS12 PLATE W/ (I) SIMPSON HS W/
U1/ (14) I(dd COMMON. (10) 106 COMMON.
ATG g 48' O.C. SEE FRAMING ATC
0 48' O.G. SEE FRAMING PLAN AND GW
ATG INSTALLATION SPEFIGAITON FOR MIN 3f6 24/iso APA SPAN RATED 05B
PLAN AND ATC INSTALLATION REQUIREMENTS.
W/ LONG DIMEN510N PERP TO MIN 2x4 SPF STUDS m MAX
SPEGIFICAITON FOR
REQUIREMENTS. SUPPORTS. 8d COMMON: &' O.C. AT
2x6 N0.2 SPF STUDS AT MAX 16' O.G. PANEL EDGES, 6' O.G. IN THE FIELD
1/16' OSB TO 3TUp8 ONE FACE 2xfo NO2 SPF STUDS AT MAX iz . 36 K31 THREAD ROD
ONLY AT DESIGNATED INTERIOR 3/4' TtC� PLYWOOD FLOOR DECK W/ 16' O.C. ANCHOR 0 48' O.C. SEE FRAMING � :3
SHEARWALLS. 10d COMMON: 6' O.C. AT PANEL PIAN AND ATG INSTALLATION u
SPEGIFICAITON FOR
EDCsES, 12` O.C. IN THE FIELD. L
REQUIREMENTS.
�2 'PROVIDE NUT AND WASHER AT
'
' • 36 KSI THREAD ROD ANCHOR s 48' C+
2x4 NO2 SYR PT BOTT01"I PLATE. PROVIDE NUT AND WASHER AT
O.G. SEE FRAMING AND ATC BOTTOM PLATE AT FIXED
'Q
BOTTOM PLATE AT FIXED LOCATIONS SHOWN ON PLAN
LOCATIONS SHOWN ON PLAN INSTALLATION SPEGIFIGAITON FOR STRUCTURAL WOOD PANEL D-
�i;' TCG PLYWOOD FLOOR DECK REQUIREMENTS. SHEATHING TO STUDS AT `\
SHEARWALLS PER PLAN.
f-
17, BMW CfI6T�NiCERWAIL ABOv� (
ROvIDE NUT AND 3' SQUARE
PRE-ENGFLOOR :3
2x6 NO2. SYP PT BOTTOI'1 PLATE. FINISHED � � �- PWASHER BOTTOM PLACE At 3/4' TtCs FLOOR DECK. FASTEN TO
TRUSSES OR CONVENTIONALLY RADE / FIXED LOCATIONS SHOWN ON LATERAL BRACE W/(4)10d COMMON
FRAMED JOISTS.
PRE-ENGINEERED FLOOR TRU88E3 2x6 PT NO.? 5YP PLANNAILS � u
OR CONVENTIONALLY FRAMED 2x4 NOS SYP PT I
JOISTS. BOTTOM PLATE, is BOTTOM PLATE. �
dl til
ON9 STOFy TYPI!reAL WALL Sr;CTIONS OSB SHEATHING. SEE TYPICAL r
�OTEg: WADI. SECTION Q
DOUBLE 2x6 No.2 sY.P TOP PLATE I. FOUNDATION AND SLAB PER CONCRETE SECTIONS AND CONCRETE z
FASTENED W/ 2-ROWS 10d COMMON � NOTE LOCATED SON THE STRLIGTURAL SUMMARY SHEET ST-I. 2x4 NOZ SYR DIAGONAL BR4GE Q 24"
16' O.C. STAGGERED (UNO). MIN 48' O.C. DIAGONAL BRACE TO LATERAL
LAP W/ (24) 10d COMMON IN LAP. 2. EXTERIOR WALL ASSEMBLY UPLIFT CAPACITY 1000«PER BG RAW/(3)10d COMMON TOS-NAILS
MIN DOUBLE 2x4 NO2 SYP TOP �
PLATE FASTENED W/ 2-ROWS lmd TRUSS +� �4' O.G. SPACING.
AT EACH END.
COMMON w I6" O:G. STaCsGERED 2x4 HOZ SYP PLANK ORIENTED
(UNO). MIN 48" LAP W/ (24) Imd 2x6 N0.2 5PF STUDS AT MAX 16' O.G. LATERAL 13R4GE8 a 24' O.C., TOP ARD
COMMON IN LAP. BOTTOM. FASTEN TO FLOOR TRUSS
W/C3A0d COMMON/10d COMMON IK
TOE-NAILS. LATERAL BRACE
r
ATG � 48" O.G. SEE FRAMINCs
PLAN AND ATG INSTALLATION
LOCATIONS ON BOTTOM CHORD TO W W
PRE-�NGINEBRED FLOOR T�.t33�S W n v 0 < z r ��
SPEGFICAITON FOR
MATCH BRACE LOCATIONS ON BY OTHERS Z 4 o g W Y 0 W 4 �
REQUIREMENTS. ATG � 48' O.G. SEE FRAMING; �a �? f W� �� u� Z �
PLAN ,4�1D ATC INSTALLATION 9 :
SPECIFIGAITONI FOR F
REQUIREMENTS. W <� W W Z 0 d <� <]W �
W �� I0i1Wj �� X2p0
GEILINGLINE � o0md � � t �� oz 0
'i/16' OSB TO STUDS ONE FACE � � <4 �< � = W W� �� v
ONLY �4T DESIGNATED INTERIOR AOR SRACII� DETAIL a W � � = t W � 2� �
SHEARWALLS. O �FZ` pW02 �4p � p �
NOTE: RIBBON ON FLOOR TRUSSES
MIN �" X4/16 APA SPAN RATED 05B
NOT SI-IOUJN FOR CLARITY U.Z Z` �� �0 W� 0 6 .j i t p 2
MIN 2x4 NO2 SYP PT W/ LONG DIMENSION PERP TO Q How��: Z< F W m� w p
BOTTOM PLATE. R4r(EL ESUPPORTDGEv, 6' O.C.S. 13d IN THE FIELD ~ W W �W �� F� �� i�W W
z = aza� Z? �� om � mz
WHERE ATC NOT APPLICABLE, a p n z y2 n m L � m _z F
SIMPSON MSTA24 AT HEADER W W g t o? ��Q F 2 ;�
JACK AND KING STUDS (HIGH UPLIFT CONNECTOR �- m� Z} Z i 0� W � ��W �.4
2 CALLOUTPERPLANI ILS =H =z -F �� ZWp0tH�
O :nH= 3niia < 1 ? ncsi
FINISHED ADDITIONAL METAL NUT-AND 3 SQUARE V
GRADE CONNECTORS OVER WASHER AT TOP Q
HEADER, SEE SHEET ST-I PLATE, TYP
2x6 N0.2 SYP PT BOTTOM PLATE.
15T 5 ,
^ -STORY TYPICAL LOAD BEARIN!a.WALL SECTIONS u Sections and
d Deta I Is
NOTA: FOUNDATION AND SLA13 PER GONGRETF. SECTIONS AND
CONCRETE NOTE LOCATED ON THE STRUCTURAL SARI' SHEET ST-I. SIMPSON MSTA24 EACH V Joe Noj
STUD OVER SHEARWALL z LUH1111�5
SND STUDS
RECOMMENDED ATG ROD PLACEMENT PROCEDURE
?' IV1810N�
I. PLACE NTT22 NOLDDOUJN CONNECTOR AT gNEARWALL ENpB A5 INDICATED � Oceanwa lk
ON THE FRAMING PLAN.
ADDITIONAL --�
Z. PLACE RODS WITHIN 6' OF BEARING WALL ENDS. THREADED ROD AT
3. PLACE RODS WITHIN 6' OF EACH SIDE OF EACH OPENING. HIGH UPLIFT TRUSS A8 NUT AND 3' SQUARE � LOT N0j
4. PLACE RODS BETWEEN THE RODS PLACED IN STEPS SPECIFIED ON PLAN WASHER, TYP AT ENDS V
1,2, AND 3 AT MAX 48' O.G. (UNO) OF OPENINCsB IJJ 18_3
5. PLACE RODS AT NIGH POINT LOADS PER FRAMING PLAN. NUT AND 3' SQUARE
ROOF DECK PER WASHER ADJACENT TO ATG NOT APPLICABLE X
TYPIGAI. WALL SECTION OPENINCsB, TYP
OVER IST LEVEL w Spencer Rea.
READERS. 5II'1P50N OL
NUT AND 3' SQUARE - MSTA36 STRAP AT
WA5HER, TYP AT
Adk R JACK AND KIKING � DAE
TOPPLATE STUDS
-� REI/IEWEDi
SIMPSON MSTA36 � MGK
ROOF TRLigg ADDITIONAL Q paval" DAV
THREADED ROD SIMPSON MSTA24 At uj ORIGMAL BUBINIITAL 3/1/06
AT MAX 48' O.C. HEADER JACK AND
TRU55E8 PARALLEL TO WALL: SIMPSON MSTA24 AT
KIIvCs STUDS
2x(o N0.2 SYP NAILER FASTENED EACH SHEARWALL
TO DBL TOP PLT w/ I0d e 3' O.G. SND STUD
2x6 N0.2 SYP BLOCKING ADDITIONAL ATC
BETWEEN EACH TRUSS. TRUSSES PERPENDICULAR TO WALL: ANCHOR
FASTEN TO BEAM w/10d � 4' 2x6 N0.2 SYP BLOCKINCs MAXADDITIONAL ATC Z
�
BETWEEN EACH TRU55. FASTEN ANCHOR e MAX 48' O.C. d)O.G. ADDITIONAL ATC (MIN I PER SHEARWALL)
TO DBL TOP PLT w/ifdd A 4' O.C. ANCHOR e MAX 48' O.C.
(MIN I PER SHEARWALL) 5 E L
NUT AND 3' SQUARE
1-
WASHER ADJACENT U '
TO OPENINGS, TYP
SIMPSON HTT22 AT EACH
END OF 31-lEARWALLS SIMPSON NTT22 AT EACH LL
,
SND OF SHEARWALLS Q
3/a' OR THFASTENEDICKER COX
NUT AND 3 SQUARE SIMPSON HTT22 AT EACH
=9 WASHEAT
ETERS OR BLOGITO GGORNER°
It�IG .R
PORCH BEAM �'r'
w/8d COMMONS � 3" WALL FRAMING OF SHEARWALLS
EDGE, 12' FIELD.
ANCHOR EMBED: ANCHOR EMBED: O
WOOD STRUCTURAL SHEATHING, CMU IZ'
CONCRETE 6' ADDITIONAL ANCHORS VCMU,
' 121 z
SEE WALL SECTION CONCRETE (o' �
MAX 48' ADDITIONAL ANCHORS UNDER HEADER AS W
TY [CAL PORCH SHEAT.HING DETAIL UNDER HEADER A5 REQUIRED, 5EE SHEET ST-I
REQUIRED, SEE SHEET ST-I X
ATC TYPICAL PLACEMENT INSTALLATION u- JEFFE EooN, P.E.
P. 5 544
. /26/06
4" CONCRETE 9La15 W/ bx(p W1.4 x
111I.4 tW,F OR FIBERMESH KINCs and JACK STUDS PER ENGINEERING �
cv
. e 4' CONC SLAB W/6X6 WI.4xWl.4
�.o-- — — — — — — '. — IW.F OR FIBERME°vH
25" MAX 8' MIN (2) "4 CONTINUOUS bx6 - WI,4 x WI.4 lW�
\\/\\
�YNS�,
iGAR,4GE DOOR BUCK NAILED TO STUDS W// //�/��� ��i � -=°----=-=-= -- ,--.--.=-,--�--4--- �-------4---- � ° � WEATHER STRIPPING/STOP
• � �-a-- .a o --�:3- --�- SEE ARCH. ,V �
011 x/ / / /N VAPOR BARRIER ..
a . o .. a . 'o. ��--------_- GARAGE DOOR
\�� �/\ e° �/ �//� '� I
(2.,*4 DONT FOR b■12 UNDER I STORY WALL �\ � / o. / /� 8 � J
b OPT. EXTENSION .� /\ ------- ------�
IN BRICK LOCATIONS b l3�4 OR (2)N0.5 CONT FOR lo 16' UNDER ? STORY WALL � VAPOR BARRIER ��/� /��/j, � i U.
ON FND PLAN FOOTING TO BEAR Ol�l FIRM 16 12' / / J
UNDISTURBED SOIL VAPOR BARRIER J `
ADDITIONAL NO. 4 BAR } �
IN BRICK LEDCxE 5EARING WALL FOOTING: SECTION (I) STORY: 12' WIDE W/(2)N0.4 DONT. 2x6 3YP JAMB ATTACHED TO STUDS W/ .r�
(2)ROWS OF 31/2" GALv DECK SCREWS at 12' O.0 NOTE--. 3
C2) STORY: 16' WIDE U1/l3)N0.4 OR f2) 2 IN LIEU OF SPECIFIED DECK SCREWS
MONOLITHIC FOOTING SECTION N05 CONT. FOR BUCK ATTAGHMErIT, THE CaARACsEGARAGE DOOR TRACK ATTACHED1PER MANUF WRITTEN SPECIFICATIONS DOOR SUPPLIER I'1A1' SPECIFY A �
FASTENING PATTERN OF THE GARACsE V
IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM
ISEARING CURB STEP SECTION DOOR TRACK DIRECTLY TO THE KING Q
STRUCTURE STEEPER THAN I'-0' VERTICALLY PER 3'-0' 4" GONG BLAB W/6x6 � AND JACK 5'R1D8, THROUGH THE BUCK ")
NORIZONTALLI', CONTRACTOR HAS TWO CHOICES: 1U1.4xW1.4 lW1F OR
I. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT
EROSION OF SOIL. F'B�R"'�s" GARAGE DOOR JAM5 DETAIL
2. USE STEMUTALL FOOTINCs W
TOP OF SLAB EACH KING TO TOP �
Q .
_,� PLATE: 9PH4
W/C10)10d x I-� EACH TRli55 TO BE CONNECTED �
� DIRECTLY TO HEADER W/H6
APER
RCH. W/C16)Sd � 3
HEADER - SIZE AND NUMBER OF (j)
PLIES PER FRAMING PLAN V
8, VAPOR BARRIER 0'-0' AFF. CALLOUTS. � n
4' CONCRETE SLAB Ul/ 6x6 UJi.4 x
WI.4 lWF OR FIBER MESH U-BLOCK W1 (l)NOS � (BEYOND) 'Q
S' G'1U CHAIR BLOCK
WJ (l)NOS GOVT. TOP OF °,SLAB CU ST S CTION CONT. JACK AND KING; STUDS. EACH �'"
R8 EP E � � QUANTITY PER G,4LLOUT ON P A EKgPH O TOPZ � ca
• ,..
FRAMING PLAN (MIN 3 KINGS) O --�
t---------------\ '� FI�N�I$�H� W z '' ,.. .. • : _ (2)ROWS 12d p 6' BETWEEN WJ/fimr0d x 1-mss'
'.. -'�`%-.�°.� .j•-.--�;�" ',' ADJACENT CRIPPLES AND
� � � / KIt�lCsB CTYP EACH SIDE OF EACH JACK TO HDR:
VAPOR BARRIER �i������ �00
����/ .. ��., /�j�/�/� \� OPENIN�Cs) q, �
'X/\
OF 0\1
u
X � �\ �\ � ��/��/ /i•�Zol Is
4' FLOATING CONCRETE SLAB W/ KINCsS TO SLAB: � Q
l���j 6• NO. 4 VERT bxb WI.4xW1.4 lWF OR FIBERMESH NTT22 W/132116d � m
Q �\�� � R�INFORGING � MAX 12' �` SINKERS t Is x t-
� ; NO. 4 VERT REIIEORCINCs N0.4 WJ 9' F3�Np • O.C. � 4*.
a a'_ .� 15' EMBED ATR
4 OPTIONAL. [BRICK \/ BOTTOM, 12 O.G.
UP TO 3 COURSES: 12 O.G. d CONCRETE SLAB WJ I
LEDGE NOTED ON � 4 TO 5 COURSES: 48' O.C. 6x6 Wll� OR VARIES � ? � •: �' ° z
FOUNDATION PLAN \�10 �\ FfBERMESH o s e � E I X,� CA$T-IN-PLACE FODTIt�ICs SPECS KINGS TO SLAB: �
�% \\��\ 1 �\\ — — — —� -•�.— — o . � °� •��\ I-STORY: 8' x16' W/(2) "4 CONT. HTT22 W/C32)16d �
/\�j ADDITIONAL NO. 4 IN ERIE 2-STORY: Im' x 20• W/(3) •4 OR (2) 5
SINKER
ATR
VERTICAL REINFORCEMENT • 't • /. / \� e" i ��� N
TO HAVE 6' BEND AT ��\V °_o ! , �\j/� // �\� . . o ��/ 12' MIN ���/\��/\��/\\ � FOOTINCs TO BEAR ON
BOTTOM �/ti ° ��\�/ '�/�� i�/�� %\i�\��\��\����\ 4 OPT.,BRICK LEDGE NOTED FIRM UNDISTURBED SOIL
/� / % \� • _ ��/ %�� ON FND PLAN t L
\
VAPOR BARRIER •✓' �% FOOTING (SEE CONCRETE SECTIONS) � D � � p
ADDITIONAL NO. 4 IN /���y`� �\/�� VERT. REINFORCEMENT TO HAVE 6' W �S W r < . 0011i
BR(CK LEDGE �\�� b N0.4 CONT. IN BENp � BOTTOM W 4 v O pE
` � GASt-IN-PLACE FOOTJI�IG SP£C8: BRICK LEDCsE Z a � q Y1WZ
(2J�'4 CONT FOR b=12' UNDER I STORY WALL 4 O = � 0
FOOTING TO BEAR ON FIRM (l) STORY: 8'xi6' lU/(2) N0.4 CONT (3)04 CONT FOR b■I6' UNDER 1 STORY WALL go �Z � Z � a � r�i v � �
UNDISTURBED 501E (Z) STORY: 10'xZ0' W/(3)N0.4 DONT b" OPT. EXTENSION � 4 0 Z W 9J m '� Z W O
IN PRICK �OCAtION9 CMU STEMWALL SECTION HIGJ� UPLIFT HEADER EgAnNQ DETAIL w �� �� o n W �� n m I o
ONFNP PLAN � � o0md . � CtW� oz� O
GMU STEM WALL SECTION Q md W W F p � a�v
W. <L �p� �WWmz xw pA � �
Q F = O� Jdl1- I-C2yZj� l�
SPECIAL GARS SHOULD BIE EXERCISED BY CONTRACTOR I. � 0 z � p � p13
CONTINUOUS LATERAL 3RACE. _1 � Z W
WHEN BACK FfLLINCs BEµINID A STEM WALL, PARTICULARLY GARAGE EXT WALL CURB SECTION W � Z rc L ' 0 6 .10 4 r
QUANTITY AND LOCATION DEFINED Z n ` <� �� W�0� 0 � � Z
WHEN IT IS OVER 4 COURSES I-!lGH. SI-IOULD THIS IN LIEU OF BENT VERTICAL B�4RS,CONTRACTOR MAY BY TRUSS SHOP C^<'AUJfN�s.
CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED INSTALL I/2" ANCHOR BOLTS WITH 12' EMBEDI'1ENT AT Z z < - W = �FROM THE ENGINEER OF RECORD. 48' OG.FOR BOTTOM PLATE ANCNORACsE W2V' . 0
� < W v <W � � W .
(I) DIAGOPLAJ. BRACE PER (4) (I) DIAGONAL BRAGS PER (4) � W� 4� � F o �� �
TRUSS BOTTOM CHORD TRUSSES APPLIED TO BACK 51DE TRLI58E8 APPLIED TO BACK SIDE Z I �Z Q°G Z ? �t 0 n t m�
OFWEB9 OFWEB3 Zog� ozd�Q� 2 ;Z �.�
2x NO.? NAILER FASTENED TO w Z I W 3 � W � �.
l2x N0.2 Si NAILER FASTENED DOUBLE TOP PLATE WITH lid fl- i` Z y Z= n � W� � o W `4
TO (t) ADJACENT TRUSS WITH CII COMMON � 3' O.C. a �f t z -H �3 2 m p L �- jm
.
ROW OF 12d COMMON m 3' O.C. � .Z W` C 0201 _ o 0
Um i aH? 3N �a4�Mt-? nn
Q
TRUSS BOTTOI"f CHORD 'Q
FASTEN TOP PLATE TO EACH
OTHER WITH (2) ROWS OF u Sections ar�d
(4) Imd COMMON
BETWEEN EACH STUD
- � Deta i la
SHEAT ROCK (TYP) r JM ND,.
WITH MINIMUM�d GOMMO�wD3 � Z UJN1111�5
OAC. ON EDGE, I?' O.G. FIELD OPTION I }- Iv1810N,
IF LATERAL BRACES MUST BE MAD
OF MORE THAN ONE PIECE, DO 50 Oceanwa Ik
CATS t0 EACH ADJACENT APPLIED TO FRONT WITH OVERLAPPING BRACES LIKE J
1x4 N0.2 SYP CATS Q 12' O.C.— TRUSS w/(3) 10d COMMON SIDE OF �Bg THIS (TYP EVERYWHERE) Q
FASTENED TO DOUBLE TOP TOS-NAILS
LOT ND.�
PLATE w/(4) 12d COMMON �
~ FLOOR PI.Md�
TRUSSES NEEDING BRAGINCs
TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD � Spencer Rea.
GESK�IED
FASTEN TOP PLATES TO EACH LATERAL BRACING - MULTIPLE TRUSSES X DAE
OTHER WITH (2)ROWS Or-
(4)
F � �E��
(4) 10d GOI"N"ION BETWEEN EACH X � MGK
STUD SHEET ROCK ITYPI �
N�' OSB ATTACHED TO �p Q REVISIONS DATE
WITI-! MINIMUM Sd COMMON p 3'
O.C. ON EDGE,, 12' O.C. IN FIE�D ll1 ORIGN�AL. 81,1�9MiTTAL 3/2/06
OPTION 2
Ib' MAX
U.I
2x4 N0.2 5YP NAILER TO 7fb' OSB FASTENED TO DOUBLE
BOTTOM CHORD OF TRUSS TOP PLATE w/ 8d GOMI'10N 0 3'
w/10d COMMON � 3' O.C. O.C. Z
TRUSS BOTTOM CHORD J(e' OSB ATTACHED TO LEGEND
AND NOTEIS: f:.
STUDS WITH MINIMUM Sd V '
COMMON 0 3' OAC. ON EDGE, 12" i. ALL BRACING LUMBER SHOWN, EXCEPt FOR T-BRACE, � ,
FASTEN SHEATHING TO NAILER O.C. IN FIELD. T-BRACE FASTENED TO WEB SHALL BE 1x4 Ko. 3 gYP OR BETTER OR 2x4 No. 3 gPF OR
w/8d COMMON p 3' O.C. W/12d AT 6' O.G. T-BRACE BETTER (UNO). Q
TO BE SAME SIZE, SPECIES, 2. SHOULD A SCENARIO ARIBA THAT DOES NOT RESEMBLE to
AND GRADE A5 WEB TO BE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE
BRACED. �NCsiNEER OF RECORD FOR APPROPRIATE BRAGINCs
FASTEN TOP PLATES TO EACH DETAILS.
OTHER WITH (2) ROWS OF (4) 10d 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE
COMMON BETWEEN EACH STUD BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING --j
OPTION 3 BRACINCs ON THE INDIVIDUAL TRUSS DETAILS PROpUGED O
BY THE TRUSS ENGINEER. Z
briax 4. ALL FASTENERS SHOWN ARE O.I'19-14" DIA x 3' LONG �
INTERIOR 5HEARLUALL DETAIL ��o�, U
NOTE:
w
THIS INTERIOR SNEARWALL DETAIL 15 INTENDED FOR USE IN AREAS WHERE THE
SHEARIUALL R1.1N5 PARALLEL TO THE TRUSSES. THIS IS A PREFERRED ALTERNATIVE VNGLE TRUSS 5RACING X
UnJ
TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK JEFFE E�oN, P.E.
P. . 56544
4/Z6/06
rpm
• • r
WINDOW INSTALLATION (METHOD A••1) , FRAMING , ST
Standard Practice for
cco
WEATHER RESITIVE BARRIER MRS)APPLIED PRiOlZ TO THE WINDOW iNSi'ALl.,4YlON. sys`rE(SA I SN 1 ErW _
Installation of E)defi
or Windows, Doors FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE, R-19 Insulation' I
;
• WeathermResistant.Baffier� RB A Vied TMwmp WNM W JAMS !11�ethod�.
SHEATHING .. -------
(�rN WATER�Drlo FA51WGt�
i6NTAE IUM AT N.S HA
E OF � , ♦'{. ;,, � .. t ;.. .•ALL.t WQWM Ita"IVS •`•
s19=lXOr1403 tee the Window Inslallatlonft-s 'FlashllnApplied NE O045TALL THE URD sAtAaeAo ..•
.J
MIg
ToUP.FA=cF HE pNIND FLASHING
6WEANIM.
MEMBRANE Face othe MountinFlange: �AT .Y GILL Aa60- 51403 1,a Veneered wals Sbsl y provide weather protection
for the
' ':;: (optional) buiding at the wa3s.APY o:AD of SEAN
Ste 1: A 1 the horizontal sill flashing material AT SAM OP WNOOW -.is�•••� ` ~ •
AP y PLAN=4"T WINDOW VONG 6eAL 1149.brow FRMS TO • : ••� •
• N Ws, oPENtNG� APPLY A�i"NOM. ,;,,l••��►'r:'��., '•: ,•,,, WEATHER 1�3.1.d Flashing shall
I opening. Cut the Sill PM 060 ec" TO pug To TM BA=IDE �, ._. �� '••;';:.' , CEMENT P!•ASTER BARRIER � 8 h be provided as necessary to prevent the entrance of water
first,level with the top edge of the rough op g. FACILITATe rNBPEGTIQN.
at openings In or ro actions through Veneered
P g walls Flashing shall be provided at
�MLRIDI�OF THE W1i�70W •
• .'' . �.:. •• Over flashing8 P
•" Intersections of veneered walls of different materials unless such materials
provide
flashing long enough to extend an equal distance beyond the 9 �AI�i.Y BEAD oa 66ti0LANT AT
F1ANG�,!N LINE UTH ANY �•i i•I�*•:•;�l,•'• 1
. jamb
. . • . brDE,�►AMps•�cTET'1D 8 K• F'RE• 1:D NOLEB OR 8Lt7T8. �,/• •��.,• f.•r�''°E" 0 � .,c# , ''� •+, ,'. SELF•Ft1RRlNG a setf�iashtng�olnt and at other lets sub ecttothe antra Pin. (230 mm) flashing,which will be applied later. APMY JAMS FLAB f '"'' •''
•
bEALIWT BEAD 6ETtr�E?�t � �, • � ; '`. .•. {� Po � rice of water.
. .. . ...... . Caulking
Q fLA5F11NG AIm MouNnNc� � NOTE. ..• ,`•. SE '--FURRING LATH ••'
LATH 3.4 Ib/sq yd shat!be provided where such flashing Is determined by the building official to be
Fasten the top edge of the 8111 flashing to the APKY DEAD of S APPi.Y .beAi.7o T,NE"QWTM F"ME• • ;•;els r.�•.,,�•�,: ', Impractical.,
ATNfiAD ��•�Slss
•! •v �, ; :i P0R'rLAHD
framing.Place fasteners aloe the edge of the rough opening F Eg'°`T TMe TO'' "�'°' USHiNG MEMBRANE TD BEtoll$
0APPLY MAP r-LAWM •• • , •
g g p g sIDEs tJAt'1E351 or WNDo,ar: EXTEND � • �. ..•. .� �� ••
• SEALANT AT 3 01$"ABOVE •
. •; ;ti. ••�, .• .•9 SHEATHING ,:, , CEMENT 51403.1.4 w 1 Flash) and w holes as outs. ed in 1
where they will be covered by the mounting flange of the M,oVs,�%1D5L,•AIT,.,Eo THE RD.AT HM. o JAMB . INSTALLED BEHIND FASCIA •;_ 'j, •. t•,.,% :• PLASTER
'° §2iY .�..3 shall be
-
where , , .., ,,.r. located In the first course of masonry above finished ground level, ab (3
• TArE,AIrLVWtN3 TO tr41" FLA9HNG�tTO SlALANT Atm 1,. •
window later. FLAT OWR READ R.ASNru '' ' .
• THAT ABUTS WAIL. TD ."�;" ., ' 3 Coals the foutidahf.on wa1.1. or slab, and other clots of support, including
FASTEN W PI•AC� �f!•A6Nlt�s
AcKY M SWATHM TA�D'E! GOES OVER SEALANT). �• .% �i ' � ,' �
• ..,... OVER D1A+GONAL GVT•SEE •♦• • f•• r •• • '•
no not fasten the or the l 9in. � ~'�� 1 i structural. floors shelf an ales '
bottom edge est X230 mm)of ! BE IN �' to; s.r;, 4;.• .,• �•, WATER RESISTMT BARRIER 2x6 57'uD CASING BEAD g and lsntea.� when anchored veneers at-t�
SECUFM u ii
• I f•oil.�� .�,; .4,.��• K• ^•. •- • designed iu accordance with 51403.2.4 51403 w 2 w 5 and91401.2s6.
each end,as the weather resistant barrier will be applied under the f lashing AT MEAD ■ .� n •.•,••�...• • •. » .•. . 3/8 gap f rom
SHINDiwE FASHION WITH
in a water shedding fashion later,Itis recommended that the comers •, • �•�,::�:'.��••? :•:.�`M"` } bead to flashing
$ e s andFLASHINGSTEP FLASHING
! '' �'� ' �' '' `'' for expansion §1403,1,5r Anchored masonry veneer shall conform to the requirements of§1403.1 and§1403.2
MASWINO At HEAD ( w {'} ••' •o •' BEADor shall conform to the requirements of Chapter 6 of ACI 6301ASCE 5rTMS 402.
•�-sl�Vr; •••: ?�.•.:•..: : CASING q Pibottomed a be tem oraril to ed at 24 in. (610 nim on center to revert � ,
$ temporarily p � p I:kTCNDS r DkTGND •. �• •1 •too a �.• ••
• �"MASIA I ,.N � ,t,�,•;,�. WI�D�V�i FLASHING with
wind damage. o .1 FLASHING MEMBRANE • •• s'•• SYSTEM
�••�•o'4 �•• •'�.ti••.iy•::•:' END DAM §'@403.1.6!n order to provide for Inspection for termite Infestation,clearance between exterior
• ! •�• •'•• s'••'' :•t••I• '•• •- �"'�2 1fYl Set In sealant wall coverings and final earth rade on the exterior of a building shall not be less than 6 inches
Ste 2: Apply a continuous beadof,sealant to the •• ••"•��• ' ' =t '
Pp Y
� 80TTOM OF THE 1+•.• 1�.r•, .• +r 1 ••' • .:• g
• �e a*.*r ASPM IED SEALANT (OPTIONA111. ' . ':;o' "`::'• 1 (152 turn).
back side(interior surface)of the mounting flange of the Sa,�L,�,,•r s��aLANT rF�A Ing g •,-0• EXCEPTIONS:
• °�R bei'' � Oto •- _. .._._.. 1,Paint or decorative cernentltious finish less than 518 Inch(17.1 rum thick adhered dire lwindow. Sealant selection and bead design shall be in accordance �. � �«�R.���� � � h y
with 5.18 of the Standard,Immediately set the window
® F�'N IN AM Example of window membrane flashing to the masonry foundation sidewall,2.Access or vehicle ramps which rise to the Interior
into � WATER TIGHT .• flnlsh floor elevation for the width of such ramps only.3.A flinch 102 mm ins !Qn
the opening, and apply shims as required to ensure the unit � I � ( } pact
g pP Y DIVERTER SENS i Use membrane flashing when applying grade D space above patio and garage slabs and entry areas.4,If the patio has been sort treated
is plumb,level and square.Fasten the window perimeter I t paper or follow the manufacturer's instructions for termites,the finish elevation may match the building Interior finish floor elevations on
• • • installation I i TYPICAL I for code approved wee mason construction
securely into position as described in the ® A I pp they barrier product masonry est action only,s.Masonry veneers.
EMEND J"K A&IM I '
procedures, TO oVEsiZLAP src.1 .� •
P I I KICKER FLASH I I g1403.2 Anchored masonry veneer
fl.A5N�1Cs. EMEND • '
■ •--Apply the sealant in line with the pre-punched holes or slots ', AMN°�' I � �r ,�
on the mounting flange when provided. " O o Ai4o • 9'I�''� I •'�'• I ��� §1403.2.1 Anchored veneer is veneer secured with approved mechanical fasteners to an
i"FiLA "M `•� I seALMT • 00.E •�,• 1 �� approved backing,All masonry units,mortar and metal accessories used in anchored
uroER AT R:ATM veneer walls shall meet the physical requirements of Chapter 21,Anchored veneer units
tel) : Next,apply a continuous bead of sealant cF�Ar T� � I �� � s� :. • �'• • .
pp y Hese.sEE Dian . � _,•�.�. �� . • �
shalt be not less than 1-5/8 Inches(41 mm)In actual thickness for solid masonry units
to the exposed mounting flange(exterior surface)at the side ;�.•. ai�1 r�..Al=� Q ' .� '••_. • SHEATHING
and not less than 2.5/8 Inches(67 mm)in actual thickness for hollow masonry units,
jambs
SWIM.MID APA*T WINDOW TO ACHIEVE E4UARF,,Ago LEVEL=WITION• USE COMWSroN ,� � ;;. ;•; _ EXCEPTION.Anchored masonry veneers In accordance with Chapter 1a are not
of the installed window. � .
s _.._ flange
Q I U srD�wA�A Rea WECFIC Y�PER rte' ,,� I,;, :• ;•ao i required to meet the tolerance In Section 3a3G Z of AC1530.11ASCE 61TMS 602.
The application of sealant to the exterior face of the l ,a: =.r; I . i D
' " ,• •'j•�t•• '
is not necessary if usingself-adhesive a flashingover the m�ountin I . 1S II �j J��,*to
s §1403.2,2 Height of anchored beer and supports
flange.Acontinuous bead of sealant shall be applied to the back side of the •`• '�•='ti • ��`
• . . . i Ar A 4'oma"LE.CAR�-LY CUT THE
1403.2.2.1 Anchored veneer shall ve cal
mounting flange prior to placing the window. WMIER ON A PIAOCNAi,. GENTLY RAI6E TNI:
� ,� ;� �;� :•'j'C's,:`. ' § E h be rti ly supported on footings,foundation
g I � . . _
TOP sDc�01:TNtr aARRrE � T ,_�l,� Pat!:,;.,..;�;t t ,• ,
R AND APE THE �. ,o l ,•:i:• ••� •ir'; •1•� •. wells or other approved noncombustible structural elements,Mood foundations
�. TOP GOERS AND CENTER t0 THE EXTERIOR
(1) Continue the sealant bead at the j