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VAPOR BARRIER AND 2x6 STUDS IZ r_1RATED SHEATHING 0 16" O.C. TYP. N
SEE GENERAL NOTES Z N n
7 z4z
D �
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(REFER TO GENERAL O F•- (n N 00 00
FIN.FLR. EL. SEE ARCH. NOTES ON SHEET S-1 ) U N Q M Cn n
- ROOF TRUSSES SEE TRUSS DWGS. ] 1 DD
JOIST SEE PLAN SEE UPLIFT SCHEDULE O m Li- 0)�
FOR TRUSS CONNECTIONS TYP. (Q = ro 00
(2) 2x PLATE z Q 0 -3 4 n
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BAND JOIST 1 x4 HDR.BRACING NUT AND WASHER SEE A4/S-4 LL_ ] d-
(2) 2x6 PLATE TYP. BEAM HEADER Ld O Z p
SEE PLAN z O Ld
o Lu Z Z . .
7/16 " OSB OR 3/8 " CDX Lli U_ Q = LL
" z QoUO Q
3/4" PLYWOOD PLYWOOD FASTEN TO TRUSS OR 1/2 GYP. CEILING BD. CONVENTIONALLY STRAP OC CL
CEILING JOIST w/ 8d NAILS OR 5/8 GYP. WALLBOARD L' N
0 12" O.C. SIMPSON SSP ® 32" O.C. CHIMNEY CHASE SEE CHIMNEY Ld F- c0
NUT AND 3 x 3 x 1/8" Q X r-•
POST BEYOND VARIES WASHER (TYP.) 7REQ'D AT OPENINGS OVER 6 -0
�� GENERAL NOTES
Ld
NOTE: LEDGER MAY BE USED U
2x6 SOLE PLATE IN LIEU OF CONNECTION (SEE PLAN) SHEATHING OVER 1/2 " GYP. WALLBOARD PROVIDE 2X6 BLOCKING BALLOON FRAME CHIMNEY m
SHOWN. VAPOR BARRIER OVER W/ MIN (3) TOENAILS EA. TRUSSES
FIN.FLR. EL. SEE ARCH. 2x4 STUDS ® 16 O.C. END. 0 EACH FLOOR AND 8 O.C.
THRU-BOLT
2x8 SILL PLATE JOIST SEE PLAN HEADER
TOP PLATE Lw Q
\_1/2" THREADED- 2x4 JACK STUD (TYP.) �J ry 0
8X8 BOND BEAM w/ '; -; BAND JOIST (2) REQ'D FOR OPENINGS U
(1) #5 CONT. TOP _ TYP. 10
OVER 6'-0" cn
FILLED SOLID w/ GROUT 2x6 STUDS
® 16" O.C. � W
z
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1/2.� GYP. WALLBOARD - SEE ARCH COUPLER STUDS (TMP.)
(2) SIMPSON CS20 w/ SEAL (TYP.) IF REQ'D.P.T. 2x_ SILL PLATE PERMITTED
LLJ `J W
# 5 DOWEL STRAPS TYP,® EA. -� 3/4 PLYWOOD [y LL! -�
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30" MIN.
zW >
SEE PLAN FOR REINF. BEAM SEE PLAN. M z
0 0
FURRING 0 24" O.C.- SEE ARCH.
FIN.FLR. EL. SEE ARCH 11 Q0
POST BEYOND FLOOR BEAM U U
(SEE PLAN) SEE TRUSS DWG'S. Q
SEE PLAN FOR JOIST FOR SIZE AND CONN. I—
(2) 2x TOP PLATE __D
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0 16 O.C. _1
• 'fib•
''• � SEE PLAN FOR FTG. SILL PLATE
SIZE
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TYPICAL WALL SECTION PORCH SECTION TYP . PART. 2 STORY WALL ELEV. FIREPLACE FRAMING DETAIL S tm a�
B1 B2 B3 B4
SCALE: SCALE: SCALE: 1 /2"=l '-O" SCALE: 1 /2"-l '-O"
STANDARD HOOK SIMPSON MSTA24 FIELD-FORMED NUT AND 3x3x 1/4 "
STANDARD HOOK 0 EA. HORIZ. REINF. AS A STUD-TO-PLATE ANCHOR (2) 2x6 WASHER (TYP.) SIMPSON SP�H4 w/ (6), 10dx1.5
UPLIFT CONNECTOR (TYP.) EMBEDDED 6" INTO w (12) 1061.5" NAILS TOP PLATE NAILS ® 32 O.C. REQ D AT ROUGH
BOND BEAM ® EA. (TOP & BOT.) ROUGH OPENINGS OVER 6'-0"
VERT. REINF. EO-• ---� —_�
8x8 BOND BEAM w/ 1/2" THREADED ROD —� Q
(1) #5 CONT. TOP < .• • d z Q f—
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" Q HEADER SEE PLAN W
(2) 2x- TOP PLATE
n SILL PLATE Z W 2x- JACK STUD (TYP.)
LINTEL (SEE DETAIL) ZE (2) REQ'D FOR OPENINGS
to 1/2"0 THREADED OVER 6'-0"
• ROD (TYP.)
•• SIMPSON MSTAM24 w
(4) 10 " x 2 1'X4 " TITEN
\ (2) 2x6 FULL LENGTH
CREW TO FTG. AND N COUPLER II STUDS TYP.
#5 VERT. IN GROUTED (1) #5 VERT. IN GROUTED CELL (9) 10d x 1 1/2 NAILS TO STUD
CELL® 4'-0" O.C. MAX. • ` � ••• AT WALL OPENINGS 2' TO 12'. 1 PERMITTED (TYP.)
AND AT ALL CORNERS.
+ (2) #5 VERT. IN GROUTED CELL (TMP')
• ,° AT WALL OPENINGS OVER 12' a• USE HOLDDOWNS ONLY
° ° WHERE SPECIFICALLY NO. DATE REVISED
OPTIO NOTED IN THE TIE DOWN
P1 ANR
.77
Q d
# 5 DOWEL/S
LAP w/ EACH ` ' •
VERT. 25" MIN. # 5 DOWEL/S NUT AND 3 x $ x 1/4"
LAP w/ EACH
„ WASHER (TYP.) °
•• V MIN.
SO E PLATE
SILL PLATE EPDXY IN 5/8" HOLE
•" •a•. .` " . OR ARCYLIC IN 9/16" HOLE
STEMWALL
a. •• •, '0 '.a i OR FTG. CONNECTORS NOT REQ'D
a o . ;•• : : • ', : •. . , SILL P E
•,a a •;+ • ,: TO THESE STUDS
' 1[2" THREADED ROD
SEEE B4/S-5 FOR EMBEDMENT
SEE A3 FOR O� ���
EMBEDMENT DEPTHS
WALL DETAIL — CMU THRU — BOLT ALTERNATE THRU BOLT WALL ELEVATION
Al
A 2 SLAB CONNECTION A 3 A 4 S-4
�C`AI F• 1 /7"=1 '—t1" �C`AI F• 1 V_0" I;rAI F• 1 "= 1 '_0" r,C'.AI F• 1 /7"c1 '—(1"
.1 11II I
INDICATES THRU
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(2)2X8 HDR. W
TYP. 2ND & 3RD ** CONVENTIONALLY STRAP I V
FLOOR U.N.O. I B 1 �
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(2)2x6 HEADER PROVIDE PT 66" POST
TYP_3 U.
• TYP.-2_PL'S. i� 0-
-----------------------------------------------
' N
! P.T� 2X12 }'9 24" D.C. ! ! 111 P.T. (3) 2X12 TYP. ® PORCH jii N
W SIMP. Irl2.5A ND i i '11 z CO
WINDOW LOCATIONS MAY BE r--
' U210 'MANGER i i iii i ._.J N M
(1) HTT22 EA. END OF TRUSS FG1 MOVED WITHIN BEDROOM !I II!
(2) STUDS AND (2) '_ ! = i ! ! ! (INVERTED) AND DRILLED & EPDXIED „I �I LLJ
MSTA36 FLAT STRAP UL
I I B TO FDN. (MIN. 5 STUDS UNDER EA. I i I I--
I — Ili
FROM FLOOR TO FLOOR i !i1 — i — — — — — END OF EA. TRUSS I ! !1 Z O O
T B ------------
SEE NEW EAMLY ILCS vL TI IT I— �I oo N O 00
II II II II II II II II II II II II � IIS II^ II^ O wj ap U- 0
II II II II II II II II II II II II ** CONVENTIONALLY STRAP = M 00
14-
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1 WINDOW LOCATIONS MAY BE W �.
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� �I II II II II I�� O �
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B 1 P.T. 2X8 LEDGER ATTACHED ! W
TO RIM BD. OR STUDS W/ MIN. z I- Q Y Z '
(4) .1131 X3 NAILS ® 16 O.C. W Uco Q
I I I I I I I I I I I I I I I I I i I i I I I I (1) HTT22 EA. END OF TRUSS FG3 LL
I I I I I I I I I I I I I i I I I I I I I I I I (INVERTED) AND DRILLED & EPDXIED o Ld I- co
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-- END OF EA. TRUSS I U
B9 - - - - - -IIT- - - - FG2 - !
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III III . . w
I
I w o _ _
ry Q
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** CONVENTIONALLY STRAII ** CONVENTIONALLY STRAP w o
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SYMBOL KEY TYP. 2ND & 3RD a W
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TH/RD FLOOR FRA MING PLAN FLOOR U.N.O. I_ w w J
• THRU-BOLT LOCATION I J >
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* �k CONVENTIONAL STRAPPING ( ) MSTA STRAPS _ z 0
(SEE VERTICAL FRAMING ON SHT. S-1 ) WHERE SHOWN ! :
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SIMPSON HTT22 HOLDDOWN LOCATION i ! U U
(SEE UPLIFT SCHEDULE) Q
FASTEN (2) SIMPSON MSTA36 FLAT BEARING WALL BELOW
STRAPS
L/NETYPEKEY ________ __________________ -_______= P.T. 2X8 LEDGER
ATTACHED TO RIM BEAM S, c
I.i OR STUDS ® 16" O.C. �, ;:, a
. . . . . . . . . . . . . . . . . . . NON—BEARING WALLS I!s w/ (4) .131X3" NAILS cr.3 �
SEE GEN. NOTES FOR CONN. OR USE !I! o ~ �~
BEARING WALLS �i l (1) SIMP. HU612 W/ MIN 5 STUDS ;!; ** CONVENTIONALL STRAP WALL 00
BEHIND HANGER I
HEADERS C�
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- - - - - - - BEAMS !s! C�j z
1i!
.is
- - !11 P.T. 3 2X 1 TYP. I i
TRUSSES ( ) 2 � PORCH
ry
SPECIAL TRUSSES IILL.
STRUCTURAL DESIGN BASED ON 19'-0" PROVIDE PT 6x6" POST
ARCHITECTURAL PLANS PROVIDED BY: TYP. 2-PLS. W/ SIMP. 0
ABU POST BASE TO CMU BELOW CD
BEN BRAODFOOT DESIGN 33'-4" AND SEE GEN. NOTES FOR STRAPPING 0 z
ALL &TER/OR WALLSARESHEARWALLS DATED: JULY 2005 n
Q
THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE CONVENTIONAL FRAMING NOTES: ROOFFRAI�//NG PLAN �-I-
FROM ORIGINAL PLANS PROVIDED TO US (AS NOTED ABOVE) OR 1. ALL CONVENTIONAL FRAMING SHALL BE SYP. NO. 2 OR BETTER.
CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN. 2. ALL RAFTERS SHALL BE 2X8's 0 16 O.C. U.N.O. SCALE. 1/4' = 1 '-0"
3. FASTEN ALL RAFTERS TO PLATES WITH (2) SIMPSON H8 CLIPS w/(5) 10d X 1.5" NAILS
EACH END FOR SPANS UP TO 10 FT.
THE SUPPORT STRUCTURE OUTLINED WITHIN THESE PLANS IS BASED ON 4. FASTEN ALL RAFTERS TO PLATES WITH (2) SIMPSON MTS12 TWIST STRAPS NO. DATE REVISED
w/(7) 10d X 1.5" NAILS EACH END OF EACH STRAP FOR SPANS UP TO 20 FT.
THE LOADING AND LOCATION OF TRUSSES, BEAMS AND BEARING 5. FASTEN ALL RAFTERS AT RIDGES WITH 2X6 COLLAR TIES.
WALLS AS PROVIDED BY THE TRUSS SHOP DRAWING LAYOUT AND TRUSSES. 6. FACE—NAIL COLLAR TIES TO RAFTERS WITH (7) 16d COMMON NAILS.
Z TOE—NAIL ALL JACK RAFTERS TO HIPS AND VALLEYS WITH (5) 12d SINKERS.
TRUSSES ARE ASSUMED TO BE LAID OUT AS PER THE TRUSS LAYOUT 8. ALL RIDGES, HIPS AND VALLEYS SHALL BE ONE (1) NOMINAL SIZE LARGER THAN
PLAN. THE E.O.R. IS NOT RESPONSIBLE FOR MIS—ALIGNMENT OF TRUSSES. ADJOINING RAFTERS U.N.O.
9. FASTEN RAFTERS TO CEILING JOISTS W17H (4) .131 X 3" NAILS
10. FASTEN RAFTERS AND CEILING JOISTS TO PLATES w/(3) .131 X 3" TOE—NAILS.
11. FASTEN ALL HIP AND VALLEYS TO PLATES W1TH (2) SIMPSON MTS12 TWIST STRAPS
w/(7) 10d X 1.5" NAILS EACH END OF EACH STRAP.
NOTES:
1. ALL EXTERIOR WALLS ARE SHEARWALLS.
2. SEE SHEET S-1 FOR GENERAL NOTES & TYP CMU DETAILS.
3. SEE SHEET S-1 FOR TYP. LINTEL DETAILS.
4. REFER TO ARCH. FLR. PLANS FOR EXACT WALL LOCATIONS & DETAILS. O�_��5
S-3
NOTE TO ARCH. HOMEOWNER, AND
BUILDER: INSERT 8X16" CMU COL.
W/ (3)# 5 EA FACE W/ #3 TIES
0 16" FOR FLOOR REACTION
#6 BARS ® 48" O.C. 00 #6 BARS ® 48" O.C.
33'-4" r'�
* CON ENTION LLY S AP WA :•'�� '
a r
B 1 �' r` II IK2) MSTM36 F T ' �' uj-j
62 S-lA �P• 'jj�N `y' `�` `` P.T. 2X8 LEDGER ATTACHE[ �� s •4
„
TRAP TO EN P' B1 �: •
S-1A 6 O II II II II II II 81_0'1 9 TO RIM BD. AOR STUDS W/ MIN. , ;t'�
i --------- (4) .1131X3 NAILS ® 16 O.C.
-------------- ------ - ++
T X (2) HTSM20 �3 —� II II II II IIII =935 I
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STRAPS TO END OF 62 1 io I I 11 0 16" O.0 1 ICANTILtVERED I OUT 11 11 -I
1 I I I TYP. U.O.N.• RXT.=4122# --- { _ — _ _ _ _ _ — _ _ — I I I I TO HICK UPI RAFTER SEE Pkv TH15 I I
I I 1 = =_1111 SH ; , N
I1I 11 B , ! o
■ I ( 1 8 CMU. REINF. W/ 2 IIII ; I U
1 I SEE FDN PLAN PR ENGI FRED LOOR USSE 0 2;1 O.C. 1 , 1 "' Z_ N to
I I t DOWELS TO MATCH THIS SHEET. IIII I I i t I I_ �
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I I VERT. REINF. TYP. I I I IIII i t I I I I I 14- I I o
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I I I I I I I I I I I I { I { N > 1 00
i TREATED FILL. I N ; ; ; I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 QL J --1 00 0)
B2 I I I I I I I I I I I I IIII O M 11- 0) 1
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I co•� ? A3 I T I o I III I I I I I I I I I I I I I I I I 1 ' Q J o
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1 14'-1" 5'-1" LOAD BRG.WALL I ( I I I I I I I I I I I I IIII 1,1 0" I I I I I I I I I I I I I I ; I M z O ZO . . 0
1 - - - - - - - - U.O.N. - - J 1 1 61 IIII II U W z � Z . .
z ►- Q Y O X
- - �- - - - - - - - - - W < "' a =
I I I i (4) M�TUDS �JNDER J 000BEA a-
1 I 1 ( 1 (2) MSTAM36 FLAT I I I I MSTA 65 &I 1B1 W ' I(2) I I F04 —�1) W
B2 1 ■ I i I ( I 1 STRAPS TO END OF B5 FLA STRAP THIS D _ _ _ II Q w `-
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TYP.0 EXTERIOR
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VERIFY AF?ER STAIR SELECTW ry(SELECTION OF STAIR RXT. F06 O (�;
I I I I I TO EXCEED 2000LB) F07 ��� _ _ _ _ _ _ _ _x (./) 0 ^
1 I I - - - - - - - - - f06 W W J
I 1 i I � fol S � I1�„•- - - - - - a - - � W -_'
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A4 ( I 1 FLOOR JOIST MIN (6) _ _ _ _ _ _ _ _ _ _ (2) HTSM201
1 I S-1A I 1 T I I 1 ----=--= ------- NAILS END STRAPS
I OF JOIST ,
- --- ---- TO RIM _ _ _ _ -_ - - - _ _ I M3
B 3 1 I I ------ BEAM AT f07 III
S-1 A I 1 I I ^ 24" O.C. = _ = 07 = A02 c
II 1 - - - - - - -j — _ _ _ — - - - - - - _ __ _
I ■ ■ • ■ ( j I T �l +rl I�I 1�I FR—(� - --- ---- -- iii _ _ _ = v > 8 0
' (7) 75 16 VL0 UPfZT FR MIN ii A011 �- RI 4I I - ------ ------ ----- I — o
■ 1 ( I I@Wflx
2'X12" DEEP FTG. 4X121F.J. 1�" 0.4. TYt IIII WSIMP HU 210 HANGERS SAND 2 # 5 EW BOT REAR RAFTER DETA/L I 1 1 (1h SIMIP H M201 OTHER END I
PROVIDE PT 8x8 POST ==-=- -===== ====== ===-== =-==== ====== -
L- — — — — — — — — — — — — — ■ — —�■ — — N ------ --_ ---- ------_ ----=- -=---= -=-__� ---_ _-_ _-_ __-_ = II II II II II '
I W/ ABU POST BASE I � PROVIDE PT 8x8 POST
T -------- -----_______--- — 64
1
W/ SIMP. ABU POST BASE
Al -1A s-1A STRUCTURAL DESIGN BASED ON 8F161T/1B
s_1A ARCHITECTURAL PLANS PROVIDED BY: 16'-0"
2'-0" 16'-0" 2'-0" 9'-6" 5'-6" BEN BRAODFOOT DESIGNcd
Z
DATED: JULY 2005
O
FOUNDAT/ONPLAN O
(D SCALE: 1/4" = 7 '-0" THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE SECOND FLOORFRAMING PLAN
i
FROM ORIGINAL PLANS PROVIDED TO US (AS NOTED ABOVE) OR SCALE: 1/4" = 9 '-0"
NOTE, S TRUC TURE SHA L L BE CONSTRUCTED US/NG CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN.
DIMENSIONS FROM T11EARCH, PLANS THE SUPPORT STRUCTURE OUTLINED WITHIN THESE PLANS IS BASED ON No. DATE REVISED
THE LOADING AND LOCATION OF TRUSSES, BEAMS AND BEARING L0CATION OF ALL L/NETLSANDHEA DERS
DIMS. LOCA;WD ONSTRUCT. SHEETS A RE FOR REF ONLY WALLS AS PROVIDED BY THE TRUSS SHOP DRAWING LAYOUT AND TRUSSES. TO BE VERIFIED W/BU/LDER
TRUSSES ARE ASSUMED TO BE LAID OUT AS PER THE TRUSS LAYOUT
NOTES:
1. REFER TO ARCH.FLOOR PLAN FOR WALL LOCATIONS & DIMS. PLAN. THE E.O.R. IS NOT RESPONSIBLE FOR MIS—ALIGNMENT OF TRUSSES.
2. REFER TO SHEET NO. S-1 FOR FOOTING SECTIONS AND DETAILS j
3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH
FBC CHAPTER 18
4. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY
SUITABLE SUBSURFACE CONDITIONS
5. ASSUMED ALLOWABLE SOIL BEARING CAPACITY= 2,500 PSF
6. SOIL COMPACTION AND FILL SHALL BE IN ACCORDANCE WITH NOTES:
FBC 1804.2 AND SHALL BE COMPACTED TO A MINIMUM OF 95% 1. ALL EXTERIOR WALLS ARE SHEARWALLS.
MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557 2. SEE SHEET S-1 FOR GENERAL NOTES & TYP CMU DETAILS.
3. SEE SHEET S-1 FOR TYP. LINTEL DETAILS.
7. MONOLITHIC FOOTING MAY BE SUBSTITUTED FOR STEMWALL4. REFER TO ARCH. FLR. PLANS FOR EXACT WALL LOCATIONS & DETAILS. �
O� f25
FOOTING DETAIL SEE SHEET S-4 FOR DETAILS. 5. ® 8" CMU WALL. SEE PLAN FOR REINF.
6. SEE UPLIFT SCHEDULE S-1A FOR TRUSS TO WALL CONNECTIONS. S-2
-
-
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I* Indicates bearing w all below w Ith studs spaced at 16" o.c. I I - � I . . . 1_-...-_-1_. -------.-- I .
11-11-- _ -.,.- ----..�.-...�-.�--..-.�-�...--.,--.�-.- ___.___._._1._-____-_.______ . -_ _ ___,__ , � , � �: -.-; � _t� ___- I I - 1. I '. - . -
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,. ' -1.0 - .:Pq w, VIks. :0b. %III 'O (z) 41 w-17l, ., W1 it-IJ.P ...'... III* !qj 7 '111,11
. ** See Sheet DETAILS for garage header tiedow n I - .--- - - - -_ _ - .- -, I ,C j,.L' I k" !1* ."Im ".
_...... I 1-1--- _--..--_'I—'�- ._----1 -_.._,___--_,_.. ,� ._ ,-
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- - ----------�- - ---. --.-- 1.- I I I � . I �,A, .I,.. �-I I
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*** See Sheet DETA ILS for gable end truss tiedow n and plaff orm f rarring In attic " . , ..� . .r#14 JVII: .0,4111 ..� I -_ I rll�_Itll, (;1)1`TL1
� � - , I I � .. �, . -- .1- '. I.-_, , ,,, - , , ______,____, , , I . I i .1� I III 14'.6.1, " 4 .- ,;,� I.1, I'll . ...0, A .'�.J, k���-.. I MI. I III, ..,
I - , - , -I - - *"-,, , - . . . 71 , , M -144�1 .0 W I .,I, '. 'L,",0 1,J1-.'e-t!,' �,';J, L.' "I-, .., .. !�P-114 I X.--,tm% L" 1.11 I. 11 ft .4 I
� .._ _.__ .__- . ...I.-...1-1_____ . ___ ,_ __ _ _ ` I , _ , :I I ...,
- -- -:� �-�...:::-.-- _.1, - � � . - ..____ .1__.--1 ..--�-1 .-1 , - " I I., . - -___- CA) 41;ba. ..,I, ,���
I .."! �." F I
� ,� .L.,I—---'-� ,-- ,. .........._- _ .._�- -� ,_,- -:..t.. -.1- . I ..1.; I i� I 101, �W I �, iA 1�,,, ,�?,
-
� .,I % 1 .I S11 ", _.it�.J .0% - ..-
Hurricane clips and tWst straps: i I 1-1'11 .".�,I..%5 .JN, J-114 0--. ,L i 1. . A it ,
-�.-..-.---..��.--...."",.....-.--�. _"' -- --_-__'__'--_1- - - � - , � I.. -..,I,,I. . . .f(�.�,.,-.�,.,, I old .. - ..- ..
� - ----,.--- __1]_---_- --------�.--.-.]-.--...--�--�-----.,--.,-.,�.��--,---�------_-----------__ . __._____________._____ _." -, � .1-'..), I I 11-11-11 ....,.I- 01, el"A' ... 4 .. I"
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11 .I
-
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,H,3-= (Prod. Code- FL474.116) Simpson F13 w/ (4) 8d nails each end - Capacity = 455 lb i �,�-177 . i ..d. 141, I ,:4 , - - ,L.. i t1k I, -01 I"i._L:L � , I
- � I. I - -4 T !!A I.,omIA . d . I
I. �, , 71011 � , ! A IPA 1.4, I&.4 .- -
I I 1-1-..., . i 1,-I—I .-Ir rx% 4 io ,11:r, :44 I- � X, A T 111 J I I I . . L i,
� ... . --I - I-_ to,I I.A,, J , . -_ A, 11 ,I " , �,?.�
....... -1 - -, - -"!--'- ------ - , - , ,, I I :,, I", - I.�#_'�t SA I I�f.- 0 .
, - , , - -, _ , - - ___ - -____ ,-"-_ -, - --,______----" _---------- -,- -- -------,- *- - - - , - * I ,;, , _ . ..."', ,
H8 CIO: (Prod. Code- FL1423.7) Simpson H8 w/ (5) 10dxl.5" nails each end - Capacity = 745 lb ...".:
. . I .. I.' '. 1. .-"�. ,- ..-.,�-�ll-�l.-�---,-,.,,-,.�..-.,-.-��-�--- . --�"--., .-..--..--.-�-,-. ,-.--�'�-�-'� -,�-.-.�-. -���-..---,--.�.�------�._____._._.____.. I.. __1___1-11. -_-1 � I .. . _____._,_ .......��L i :_ , .
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MTS = (Prod. Code- FL474.325) Simpson MTS1 2 w/ (7) 1 Odxl.5" nails each end - Capacity = 1 000 lb r.., ..T � _=�� - -. P. . - I 04 . S I -, .
, "' I" I':I � � - ;: e - ... " -
� - I �. __I I � � I -.-______ --I_1_- _...- ___ ..-- -�-1 _.__.- -I—— .I_1-11. ..-_ _-...--__ .. �--_ ____--.----.____. � .. 1. I 11 � I ...,.,�, I ;Ad J..I-t ,r,l-I:.$; 00 I., .1- I -1�1 1`01! J`IrI4 - .." .* . . .%�
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I 1 .4.- J 'As ..I
. L (� 1: I a ,� I It-11-11 ILI 10.1114 i#11, 3.)kt It'l, "A.. I III . . to 1.
...- -_ -�_,__ _____ _.___1._-____-_ - . �-_1. 4 ) 0.11, -. Ir .: I'% 0 .. . -Z .
. � . . . I� 1. . I .. I I- , �......_ .- - . -1......__-"--.'L'-----J--" ..I——-__ " _ .!'_- - . ; "I - ,i-',!:C% ot a . I� ��
FITS = (Prod. Code- FL538.9) Simpson FfrS20 w 1 (24) 1 Od nails each end - Capacity = 1450 lb -'r I.- .7 -L'Vt-'!"-r:.4Z4-j:L'L*'�t"'L,'I I I -,I- o' "
. �;�, T;i ., t . _ __:�_, C4 .
- 10-11 if .WN"11,1101 w Nu W. ,qJ to 4 -4 .".. *i;"--,, ..--
I -I-I .:$a I i A I d : - J AD
, , - I L'.'- I , 4� ,�c
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I I .V�, -1611 ia I'l.A. ,� '." . V .U. ,_ z ,
-. . - ... � . I 1. I- � .1 .. � I I l - . .- ,__ . ___, ... .-.-I.--_1 - -..-.-1-___....... _ - fit V-!�, - (�,)fl,T�� 1*1* rT -,-r.,l .A.11- � I V I 10 *
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�r V" 141', _,1 I ----11. flefA 6 .0 . .�"I : ",. Z ,
Flat straps: I i .:.." , � -01 .1. I. .1.- .. 't :.*._1 1-1034 A.% - V, 1.� 0
-------___� �---1- -___________ __�'_--.--.-.--I__ _ _^ , L , , - -- ,--,** "J", - '", , ' ' - __ - -1.-.1", ;, _)o, Ot 71 I,I , . - " V, .
i - - -, , -_ * , - -* J * 1 . ., .,* .,,-1--.,--.� ...-"�-,---.---,--,-,---------.--�-,--- - _ ___________ ___.___,._ �_,__ �� , , I I 114, M 'J, �
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1 MSTA24 CIA (Prod. Code- FL 1 901.57) Simpson MSTA24 w/ (9) 1 Od nails each end - Capacity = 1640 � .----1.1._- -__... _._.,_____.__ ..- _., �J:7_1�,�-�V"I!�-,-:,) .,,._*i:1 .
..t��', I ... .. .I-1- - 9 x Osltt -I A. 9 ll, .- . %
*,, . i CLJ 11-I�I rI.I,,it :for '141111 -� . I -, I--... % I
.7sk 14:4 11'� ��'O r 0
- -,---,,__ - - I-I I_,--,- - ___-I----__-__- ------,_______-,_______________ ,--,--__-___1 ______-,-----------I-'-_______--'-------__- ,,,, - - -- __ .,. � _. ,_ _ _.I i"i ! f In W. If .,. 1*01 kill .%04-LiLlIk - I ..
MSTA36 = (Prod. Code- FL1901.59) Simpson NSTA36 w/ (13) 10d nails each end - Capacity = 2135 -� ., .If I Mot i 6 ) III..1.1 1. `� V . �
I..- __�-".-r-.-'---�.--..,,.-,��-,--_,..----�.-----..........._ __.--_1-___--1___-_.__._--__-'------'-----------'-'----L-----'-"----'--'�----�-- -__,__.____ ._ ______.__ ____.__ I t I to'. -.M#r.� a. 0:U_J'...'.,,t_ ",r'.,W ^`1 IL :A I a-. I.... It CA I. . 0 "', .t . /
-1/4"x 2-1/4" Tlten Screw s In Concrete ,,.,-:,�', ,. ,� I.P.0 1.1.-L t P.111. .11.1%_:P 0. oh J"I � '�' "
I MSTAM24= (Prod. Code-FL1 901.61) Simpson MSTAM w/ (9) 1 Od nails and 5 . I - . I 4 . "
. * 1 I#,$
,., 34 I I ##111111t
--------__ _,._,, --I___.I...-_,___--..-...--.--I——___"".,_�___.___-'-----'-�-I"____1-_--,_-____---.-,---,.,"- - __ . -.� ., %!"\, I 11.I.I ?!r.rr%eq ,ow ,I*F, w kt * 1`_ 2 rly.19 g.11.I LNIF I IA it .4�'i- % ,./
MSTC28 = (Prod. Code- FLI 901.63) Simpson NSTC28 w/ (I 8) 1 6d sinkers each end - Capacity - 331 0 lb I.".. .-1.�:I. I . I..-_ I J � .1" '��" I P-At II 4 I :01%o. jo!ltl 1 -4 /
.yl'. I,�._:.I-1A . ,to .I13. 441 -(".)tI,?!r 1k 0-:11, ,*�A tt��.:__ .. .he'll, *.I- . . '_
-1- .�-�1.�� _. - __....... . .1 ______ �_....'. _ - ,,,---.1-------_. ---- -------,- ....I--1..__.__._-.-1__.._____-____--.- I ___--__._1-__--_- � 11 � . I 1�,11, 1 -7�uwj .-m I- ' __:I . � . . . �
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I'A.:l IkOA - .�- I
MSTC40 - (Prod. Code- FL I 90 1.64) Simpson MSTC40 w/ (28) 1 6d sinkers each end - Capacity -4740 lb .1�`.�', 4 CIO 1.I.1 r�"?"%Av .40t III Do 1.I., 1.". _?�_ * I -.U.) ,I*XF'IOVX OKI -.J,J� !%11-1 4 4 .1.-
I .- � - 1.1.-� - .. 1_ .. .__ _____,-.-__,____ __ -�1. .-.---,------._----.-.r.--..-I�-�------_�------_-________ _____,_ . ___,___._______---__ ._,�.......�- ___�-,-,__ .� -1 � I. ly -XI't, A::.4, -k V. I ..:: " I i I v7r
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MSTC66 = (Prod. Code- FL1 901.67) Simpson MSTC66 w/ (38) 16d sinkers each end - Capacity - 5855 lb & I.A) 1.4-1 to-I I"I'l 1#8 ...4 ft. 011. 4. - A-l .%.. I. -
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-, �ty .. .. . I
. . .. I _ � . .. �., ,I—, - . -1.-1__ . I . - _", 4 * In ,." 11 '-., I #-.1 I J.-I-4 I-xn= ,A) 1.1>I 141 P.1 i -1.
I- -_ _- . . ; ".I ,01:0. - -13 2111�.'.`&I----I.__ � ,fN -TF As. -ra I A ,Aer;fl-r� 0 ==1 FAA-
------ � ___.] --__,__,.-_ ----I'- . I .- __ __ I—. ___ �. I- ----1-1-___ _-,..._.1_____-___. . I .-- _ __ . . -.-....-11- 1-1-1-1 - I . , * --it
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Hea%oy girder fiedovms '.. , . .. / W12 .ti. () N
..--.1.-111------ -__.___._.__ i". . P A-" . 1-1 wq I,.:,6 ,.IF Alto, ILI- ': . -�. P, 0 �� ..;,1� 1 4:13 1..I-I .,,,."% It? I T:A 1. �I- I
_L____ --,--.----- _ _____._,.__._..__._._ ____.____ � -NIC, -1:0" cu
,11 - I .--,------_11--.-______ ___.____.11 _____....,- 4t, .4
_I , --1---'- -, -----___ -- --_ --.,-,-,. ______._____._ - -- - I I . -;.I..I��- - - - I_ ___.;�-._ _,,,",,,�t 71?%"-.*.) 0 " i f r., -110 or. -Z$-I I fi.)J'?t) a
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... .�_._ I." A�r _.��. . -1 110
01 I. ,11. - . -,
MGT= (Prod, Code- FL 1 423.15) Simp MGT w/ (22) 1 Od n lals Into tru as and (1) 1/2" th ru-bolt Into f tg. - Cap.= 3965 lb * LAP, (JILL AILA. '.1 a. 1. N 1, I,
..I.....__ I——-1---,.-�--.....-�-,�-.-------.�'..__._______.,__--.--_.__._______......--.-...�---�-.-�-----�-----.--.-.,.-..-��________.___________1__.__,_.,.___--.-.--____._------------1. �,.:-! , I (-W P 0A ;yx,nm r ., 1 41% 1 F III,.-
PHD2 - (Prod. Code- FL503.27) Simp. PHD2 w/ (I 0) SDS1/4x3" screw s truss (1) 1/2" thru-bolt Into f tg. - Cap.= 361 0 lb . o-,- I __...-.1 - ;Ilk, �SAII- "I . .90.!,,'�Ilf�jal. I A �,'L... 4 0-11-11 .terr,tItS.i%IK lot -0.9*, 4. .r LID CU
I
-_. '�--",--�..-,-...�'�-.L.�-'- -'�,�--.-"--L"".�-�"�'----,--"--""---"-"L�---'''."''--_----.,_--""-'� --"--"-""'-'-----"-- ----L'---.L,�"--��-""-"""-,-----��,---.-L-"-----___..,__,__-,,.,..�-_�.._.... _.__.1-..1--- ------ "0�11' :;11� .da gel- . -,. ---. I lu'.%'o _ , 1. .��."- 414%11�. �tw-4 In� . z
,I I 1II -4-11 -I--.1 I _� , .i I*', ---L , �_�
I"''--'-_'- __ '---'--'-"-,-'L-_-_"---L',-",-_-,--I-----____-"-,------,_-______, ., __ ,,,,, "L'.�I I! _,I 11*1 ? I 44!.,4L A;I. 'i. 4, 1-- T__4
PHD5 =(Prod. Code-FL503.26) SIrTp.RID5 w/ (1 4)SDS1/4x3" screw s Into truss (1) 5/8"thru-bolt Into f tg. -Cap.= 4685 lb . V w% ow I'tIlt, 19.0, J� I 1_2 11 J :W .11-1.1 ## M
-----_----r_*_-_______-____-,_ C� .q.1'. . - L.t'l I . W.A IN.11 IV
--,--_____,---_____,,______,______,_,___,___ ----"" L I .1, !z;I �!- c..
""I I I :4 2: 1 4:, , I ____ . I,_ -th L. -I I- �4".V z--,�,-. (,�,::.5'e-'.^
I ..." '01%�I --
I - - __I 1 , A. 111`4 ti I 8 10 ltkt'V.$; ILA , wl. �%,,I.
". ,. ,olf- li-1 �
HTT16 = (Prod. Code- FL503.20) Simp.1-171716 w/ (18)16d nails Into truss and (1) 1/2" thru-bolt into ftg.-Cepa.-4175 lb ,1. I _J z
_----l",-----_ -I-�----r----"I--.......____...__.__.--____-_._____-'___r_'____.__._-'--______.---------'-__-______--'--__-"'---'---L--,......... .,-.,..'.'L.11 A %it ,*"I'll I.vk.1:.t 5 , -e As , I' !k: p �- � I
HTT22 = (Prod.Code- FL503.21)SImp.HTT22 w/ (32) 16d nails Into truss and (1) 5/8" thru-bolt Into ftg.-Cap.- 5260 lb I- ..." - ,,, I I �,I�L- .tl-kIw�,., (�,,,it.,.-,), --,., i 4 D C3 LL) r-1
� - - � . �-,.. -.-_.,''--- "- '-� ' '' --_-'-''''--------,,.._.-�-L__________...LL--_'-"--�".___�"----'---'-�__L"-.-"-",--__''-'- �...._-._--'-"------'-�'-_-,,--'"-'___",..__._ ___, . : ,J A'L _..� I . . IA At, - ' I �_ CD
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1 1 Dn V-1-4 Ltcrr.!f 4w 4. . -,W:f X41.1
. _,-_,_ _ "I I P% ".,I-I If. 1*1 � y it) 13.1c-b Iler*1 IN .. tovo� 102 11, ,�
HDQ8 = (Prod.Code- FL1463.25) Slmp.HDQ8 w/ (20)SDS1/4X3"screws to truss(l) 7/8" thru-bolt Into ftg.-Cap.= 82_3�5 lb "I", __ 14'. "t , I _ �_'_t' W.00 . .I1,,,'%.?% i-
� . L.- , " -"--*' ' --,--- -- ,"" __,-___,--,-----,--- '_ -"- _ ,,_,,-_-,,, -' ------- - ," ,-, ,- -,,",___ , ,_, " I I - i, . : to -4* '_ '. f 21.i�A ! -------,7- I.. , .- - z M CU r',
- -,, - --- -, __ -, ---,--,-"-,,--- ___,___ ... . ..."'A -"-,---,- --i-I.-I .-.J.-t, .4"'I?.!�,.#J . i M". V) -VNI I ,1. II, (�Ri�� 4 - < 0 M CO W
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- - I I——. . , - - . . .- ' I .. 'L L" -,_ ' ''. -'I ' - L' I_-.� L' - - 'L - .2 014 - -4 tr W It-.4 ow �.,IJI. . , ..-...:I � k1f:1 A00 Is 11 .___6�;)0T3
* ' ' I-(f__ �,Ils, . R "' - .'* -� -.j jiv� I :...:::.... ! -*-I-" J.AO LMA 'JI loill, ;,.#A. 13, I �- :f, U �-q
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THAI-2 = (Prod. Code- FL474.414) Sirnp.TFIAI-2 Inverted heavy girder hanger w/ (30) 10d nails Into face -Cap.- 4135 lb A .r V 's' ' A., . .f. + : . M N
, I
iI . -n CO CO
- - -- ' ' ""L-L... ____-'___._..,_' '...-_.-1 . _-1 _ __.-_____ ...,__ __ ____ _- ._ - -- ----- r_.___._. -1 _. '_ �___ - ' ]" � " "'' 4 ,A � ...............7_.�.I A _1 4%0 A& -I-L. - -0� I—-I 0� P I
Face Mount Hangers _ , __- -, , f AM 11.11.41 r"W1,1'.111 1AI XI�. V N, L 11L. b I.g . le.I `�"l: .I-1, (7) CO
- .--�-,' ."......... _---------____,___1-- _--...._,.__ -. - -., .- ----------______-- I_... __._.._.._______--_1-1 L"I.- -- ]__----'- '�'" I r NO -,,I ,III- 0 . :,4i!�" , a, 4,0140I, 44 07411 ,#_ III. k 4I. ,A 06 1:1 > L.L. I (7,,l
LUS28 - (Prod. Code FL474.284) Slmp.LUS28 w/ (8) 1 Od nails Into hdr and (4) 1 Od nails into jolst-Cap.= 1 1 15 lbs. .1, __ .. 1.6, I" , `;�"'L �, I ..___1I- .. I . -_�_' __:�,- "", r _J -% CO I
1--..----..--,-�-�,-..-...--..,---------.--,---,--.----------... ___._____.___...�----.,,-,-..-.,-,-,---.--�,-.-.-.---.-.�-",--.�L--L"-'---' '-.--...�--�.�._�_,-,�......�------__ A too, I..I.l 4) 1" , _:_'"`, P�Iu.. V 0 __ 1-- Pq
, _______... ......--"..___-"� LL r.01"MIS -k(P X�X. . ,.,, 4 ;- , Ld IF I ;.I I 0-4
L - 11! 0 � ,. -1 -.1- I t1J? I-It-1 :w n is S 4JI 1:1 4, 4 44 ,f, __% W (7) 00
'I r _Lc, Y2 III. �.K I. ; ,
___._______., __------------ ....�-,.,�.---,-.-,-".�,--.--.."-�_..________-__L ..-.----'--------�--�'-"'L�-�-----'-"'-�----'----�L.�.�.'-�-L'�'L-...-��.,.---�-,-. -Cap.= 1550 lbs. - - -1-__ !�*.-L!- _ , , .,:"., � , - 10, 4.1 Is it .,A "'IL; A-ti-c. __.; _J
HUS28 - (Prod.Code FL474.192) SImp.HLIS26 hanger w/ (I 4) 1 8d nails In header (6) 1 6d nails Into joist , 0
.-� __._____- -''----_. "_ .- , , - .1 � 00 .411, z M cr)
I*#- *I;i - 1-1-1.
I , I ,- .?
HGUS282 =(Prod. Code FL474.139)Slmp. HGUS282 hanger w/ (36)16d nails (I 2)1 6d carried mern-Cap. i I m 4:J4 OJ;I IF 14 -IN .30 I, 1-11 .1 I . �� < [:]
_ __,.__..-,-L-. __.._-_"._---�----------,_�..-,_.-�-"------.�. .",.___.__,_,_�,_.,---.-----�-,-��-".-,.,,�'..-�,,� ___ =3220lbs. b I 1. .1." I 11171% I-I I-1 104.1491 1-:1'. :, * "1.1:I _J I (n
_.........--.--.__,__.___...........-'--'-"L-"-' .-_____-'' __--- __-,-- I . .It A I -IM. 11 V:�,t-0, � ,`_,�__. 4 OA . 6, .4 .., 4 I cl� U �� 14q- I
.- - .. �&IL 'R,1, .19ti .X�."X-14t.-
HU'4-1' 6 = (Prod. Code FL1218.148) SImp.HLA10 han.w/ (14) 16d nails In header (6) 16d nails intojoist-Cap.- 1715 lbs. _'_ - "." _ - - ...", .�
� ... . - ....-..-1- -T-'--"-.......�I'L-*-," - " _ "L"J'�--'L'��'--�---._._"-�,,_,--'1---"-"'-'-'L",*----,----"-I- -""' �-'---'.I-�---� _----'-.I---"-'--,-_-*-_-�I____........ _._,.__,__ I _- . . *-L-1,tJ W LL. Q� ,-. 6
... I _ - _ __ Ld M < .1, I-
________-__ _ __
Adjustableand Sta I ndoffPost'6a�asJ-_"__'__'_'---_. _.......--__--__'_1..__ -__-_.__.___.___'-_ ---�"-"..._-"'-'-' -"----I-'--�'--"�--L-""- __ _ _ _' z x z C", 6
. I � . .. - . � . _' L - ' L* "- LL--__ _ ,_,___,, _' ' -'' __-L" ,""' " _""' ,,---" - -___-,-,- --L'--- ' -- __, _,_ * _ '__ ' L' ,"', ' '' " "_ _,_ , ,_ , --I �,!.,_,�T - . . �_� LLJ r'l .. 0%,
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� ABLI44 - (Prod. Code- FL474.21) Slmp.ABLJ44 AdJ.Post Base 5/8" Anchor w/ (12)-16d nails- Capacity = 2200 lbs. ...4�_,.,. II,:0 vw,! .."it. - __] L "_*__ ,I 1:___.1_.��J_!'r- � .. , ."J 0 � .., (4 W
. . -1.11 __.. . - "' ' , __, "-_ - L,,, ,, , ,_-;I I 1'� I I*r-vh I, 60 I %wo,ri of t0i I .1. _�, V z
�_______.__.________, "" ' ___'-, ----- -- .- . I I . __ ------ �- 0.4r:11
Pr -----" L _I-.1.1.I I I .. . , , lit -1.1 ,,:;I z < < x
I, - ! .4 IL:.� "... I III ... I 'i ..".
I - FL1725.1) SImp.ABLI66Ad.Pbst Base 5/8" Anchor w/ (12)-16d nails- Capacity = 2300 lbs. i , .-.-.-.- iL�____ ".. 'JAI AJ,-. J�P r-_11'r_=___2I
ABL)66 = ( od Code 11; -'I, I" U ED
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.L . - , t,-�I JAW IIAI -0to O%V% i AP. it f1r. LL_
, . ".�-., . ; A-6-A ,rlf �.4- ,I., A 7 a-
- L ... . .1 -.1. I - . . -1� . I .1 _ I I . -1 L' -. _ _. -_11 11.1.1 . .. . 1. .. ,--1 . "L. 'L 1._. _ I 1. .I - ._.L" , . __-_ - - .__......__ %If Ms I. �Ifl, V, �,-& 1.,�,-r_I. � 9 I 11-�I'l. A I.J.. Co
Column Caps - - __ _._ I , " - ----- -- '..'1:--1.,1 ! -i...;9, -);,;,.-" � _ - _ � -V. OK 1.-i
I � . ..- ____ ______1Jzy I If-.,-", -,*.e;t,C;�
.. ri '
.1.11- ... L - _-1.1-- --11 11 1-11...I�._.- I--11,-_____ _"--.---_,_,. -- ----_ � �� , ., I �qj At-1.1 ..P. ;..to �..It
- J , ,I -,--__,_-_'.1___.......�__L .__ _ ---_-___.........f-- --'--' __'_1--_-- '-_,-------- .,.,�_ -��-A�_, 1,- 1:1 I-�Ol 0 01.3 ::I. A.t, A A -, ff.? ..r.I-t. W I.- N
- Cap.= 1465 lbs. .. 1 -1. I I - I—— III "I k. I,-,- A;! !�--_a +1 r".15..-A _:�J�l.':"'Ll III� A A.'! C�1, 41,- �1 4 . �,/ D/ II,D
CC44 = (Prod. Code- FLI 218.12) SIrnp.CC44 Colurm Cap w/ (2) 5/8" baits In brn& (2) 5/8" bolts In post .,
I—— ..1. L-" L,-"- L---"_ �--._,._____.__-___, , -,-.- .- . . L.... ,. .L-.--. .11 I-- I - _ _
________...... -____ 1_._1_-----__'__--.--.. ________- .......L-.......,_.,.� ------'--�---�--"-,L_,..".--,�L - L&.-I- ,., . 11 I -1 L Ab-_�,�r_,-_ 11 ij'ze�.,^..�14�1 -1, < LJ T-4
. � ..01A V.00: J<bj
. - � .. " , 'I - L-'"-"*'.,L.-",-. -[''-" '"'-l.�.�---- L'�" -'�']-- -'-_.- -Cap.- 4040 lbs. I% I;.'At .? . I ;III I-All IS..@., I d-C )!)b& -I.$.. 1%�.j,
CC66 = (Prod. Code FL1218.18) Slrnp.CC66 Column Cap w/ (4) 5/8" bolts In bm& (2) 5/8" bolts In post- ,_1*T',-,".. I .,)) 6-0-0 I-orl-.11-m Ut '.-Of f I . -:1
-
- -- - _____-1 ...._'-1-----_ .._- .-r-'.-,L-''["""__,.-,_-.,-- . . _ 1---__,_- _-, - ..I .-.-I.-I A..N% VO -4,bL m to "',Jf, - '. -,.-LL .01. , Pq U
-1 L.2.A .-IIn, A --- . "L--� I--_I ,,.,I ", T - -
I I , .���,.�2r-ifkv,�.;n("..�,,�.�r�, I
I- -"-- L, * ___ _ __ __ ,_"--L'-, , " -,,___,___ '_--- ' ,___'_' - __ __ -- - " ----- " i ni .1-1.3 r,ql.l ,_, I— I .-_. I
Holddovms IWIt. :,I!",. 14"ZI, IIN't.11
.-_.-LL I __z__�_M1='T1r1
._)�...-- -1-----__-_,.,. , '__-____._-_1-__.' ' L� " '_1___-_-__._,--- -_'_-_--_-_L_-. ___ - ,
� I- - L_ -_ *
-
_.... --_____.-'_ ,.-.�..,-.---..-,-"-�..,.,-..-- .-�-11. _..,.___ _. I-,-- _ -.1 "" 407��f'l �'ILVV-� oe- `t.,��
1*10 A.
PA51 = (Prod. de- FL474.335) Simpson PA51 Embedded Anchor w/ (9) 16d nails- Capacity = 2030 lbs. ..,.--= I #'IN to d 4 r�,W . I A',I P. I,�Afll:, .:, ;11.,.�, �_
. l . � I ' , , , -[ L- , ,- - . - .1 1-- ' __ - ,* - , , - -- - __ * - - -1 ' � - ' ' , . � I.1.- ...:.r, , , " "' I
. . .-=-^- . � I�
; L ... _ . .-.1 __ `'- I�1�_;;�_
L' .
I I L. � . . - L .11 __ . � . - __ - _. . I � � _ I I V I*JT I � ,7*51 ' .�.., I I I
1 Anchoring Adhesive IL, - 'L L- ._ ' .- . , 1 1,==�.7.-.1 .)).%.0 1177f 0.4.1 13-1 oI. IIII,P, if' 11 11, 4 0 O�1�_4 Li
' L - - I. I .- . I- . I I .. I I.. -L.--__ .. ____ , .
E r '(P- d Co e-' II-40- SI I - - I I I - _ .1- ''.�, __2L.tx�".. i <
S = ro . d 2.3) mpson E�poxy Tle , "&.( ..a,
.I.-L....... ..�.�.----L'L-"�-'---"'�'-'�-""--.--�--,-.--'"'-"-�'-'-' L--"L"---'---."''-�"-"-.----------.--, .. , � I I - _ ___- _.I I——- . I�11 � -1 -L- -,''--'-. I I I I '', *, 4 III 1-k.b r�.Ib 0.4.1 PIRL. .". ry
AT= (Prod. Code- FL2304.1) Simpson Acrylic Tle ' --- - _ - I - - _ -_ -L . __'. I—- _ I
I ' - - '-,-- _ _J- " _____,_[- , _ i-- , I 1--_____ ___ f:::�
�L _,,,,, _ J------L "___L,-,- , , , , - ,,_, , ' ,L '- _,_ ,,,, "' '"-" , - ,-,",L....... -, - L, ,_,,_, I L," ____ _ .-. - 1, . 'a INS4 INI, _I'J-,'�,.*x .. �_ 1-_i
I " __,,,,_,_ I.-I r,,,, . I I 4 M U-3-3. vwt I'A I ,.I, t!Lrx.lk"I'41 r -1 W
_-_
.Coiled Straps L ....., -1..__ .. . .-L. _ .� "L . � . I I . �.I I - - -- - - __ __ ' ' -' ' __ - ............ - I . -111. . - .. .. _...__- 11 __-1___., I -414 tA,l-";, J�,f;"�,%Lr,___,___. U 0 0/_
,, "
-
I .................� _' ---__________ ,-I.. 1'. �lzl�.�, , ':
- 'JL____--__-____,_,____._� ......._______.__.__._,_. __ - . __ I F!) 12-1-1 1.4:. $...a . -0 ... �f_.. ED
-___ --___1-_______.______-]'_-, . � , - '-__--_-_-______. - I .. , �, t"X...:_I 4 I 1!j.
-..__:I__ .
_'_- --"- � "�'-"L"-�"'--"-"��'�--".-----.�- --�"�-I.-.-,�----,-.,-.-,--. .,. - Capacity = 1030 lbs. I I � I . __ _111L�( C,,�., 'I_ I
CS20 = (Prod. Code- FL 1 901.6) Simpson CS20 20 Ga. Coiled Strap w/ (1 8) 8d nails ___ Z L..J
-.,.,-___.__-- �_-.--,---.- __ _'__------I_ _ - "'" _,_-___,__, , - 7- ., 1 : , - .1 1. , i I11% .%Lt.I I I . W n/ L,
- I—__-.,...--.-1---------,-[--- --.- -_-'__ ,.,__ ,_____,________._. ___ ---__-'____, ' __ [ ' � I I --:t-.. I , At Q J I.,..I .t-1.1 *�-I- e..*. It"L.:�,- IrT�rl,,', .�, , -
Stud Plate Ties .-___ . . -
.- " ___ ]___________________ _ __------___ I—----______'___ ]-_'' ____.______.. _ �.. ._ 11 I ___ -.-. Cl- 1�,�_q.,_ �� LJ
..- . . I I__ ,I I- .1 -----_'-"-------.- I i J 1`1 I It 0 JJ .A.1s+ 1-4-1 .-.. ..or I 11 11. �_I
- __ -- __ '--' - ___- ' '- '-'--' "-+--'-'L*-,-, "" ------_-,- _ '- - --* - - '----..,--..--.---,_ _ _ I I - � 1, � . ,,,, .1 . _=L�I I! .91, W! to d:-:,I Y e . I 1) I I I 1z. (/) f:::� '.
'. - I I
SPI = (Pr0d.Code- FL474.384) SImp.SP`1 Stud Rate Tle (6) 10d nails In stud (4) 10d nails Into too plate-Cap.= 535 lbs. I IV.ii, -_ r`t- U,.-,�'.J� Li
-L . - I - .. I.�___�...I _ -1 I ---'- '__ ,.-,,-.._._._ L '. _ "'_--.,._._._'--' ------------,-.-----�......-- :L_ -L,-----.---'- - ',_...______. ---'-'- __ I i I .d 9 1.1% .
iISP2 = (Prod. Code- FL474.385) SImp.sp2 Stud Rate tie w/ (6) 10d nails In stud (6) 10d nails Into top plate Cap.=605 lbs. 0, ,I ) ;PvI It I A .... .... ,., lel 14. WI a. I I I
_ . - .- - . L.. .-1......... .. . 1-1 ...L._"_-_- I _ I _. -1-1- -____.._1--______._____ ..1.,-._ _. , �___ . ......�..--�_"......._ ___._______,- ,..- ._. . -"L'L L _:_ � I .._4 .."I., Li I
.. ,� - . -_�..! I.m. .,!�if q.: in.:!,. �.-
...__-.1. . .-._.-.I...I� _.--..-..._.- _.--__-1 ___._._._.,.-._-__,. . - �.: it:-t' ;21,1 A I. I" - -. ��5 �r,.I:�l ry >
SP14 = (Prod. Code- FL474.386) Simpson SP4 Stud Rate Tle w/ (6) 1 Odx 1.5" nails In stud- Capacity - 760 lbs. __J
� ............ _____I—— .-.." _ - _'.______.____-_-__.__-'-+__'._.______'.-________._ '''- I .,, . 1. I 4 ret 21-11-1 FAX W.!A at V-.J I,. "6, .
, .- . .,.-
I SLPH4 = (Prod.. Code- FL538.34) Simpson SPF14 Stud Plate Tle w/ (I 0) I Odx 1.5" nails In stud- Capacity = 1065 lbs. .1 . �.,Iwo, .11,41P.- . LJ �-f
� ---1 . -_""'�......------__'__ -,-.--. . ..L" _.-------1_-1_._...__-____ ..--,-.--�.,-----------..�.-.-.-".�...--.-------� I - CA +-I I-, I `111'f-I a,I�I�
. I --"-'-'-----""--'-",--.,.L"----_..._.,�. ,.A -_ , ,� I)�_'_, A. ,O)
__ - L I. I I I r1l � bik's. A 1 4 (;",")� A�,"-t;-, ,'�,
�SPH6 = (Prod. Code- FL538.35) Simpson SPF16 Stud Plate Tle w/ (1 0) 1 Odx 1.5" nails In stud- Capacity = 1065 lbs. FF— - .11 , .4.4.1- M1"T1:r. "- "I'L z I >
, - 1, , - , *
" �V&.
� _1 . -""'-' "�"" -'"'�L-.-�--'-L,,"L.-"�--. -�"L---�,-�-'�"-"---�--,-'--,�.-_,,---_--11.-.I,.,----- --1-------__'___-_'_.___ �. 3:44.1 t I
----____.__'_'___'___... --�".L.,L--�-----"--�'---�'L'��--�L"�"L'--" � V4 'IW.0 *� (.1""Ir.- -m:*�,;P-�', ,
. ..._____L _ M LJ Z
:,it'. liml .V " ,
_.I =,:I . . :! ..�T�77,;w'
I - --,_-_'._'1--_--- ' ____..,,..,�,L -'--,--'-'--L'-"--�' ,.--'.�.'--'�-�,".-,--""�-----,,,",L--l�-'-'' --'L.�--"","-.-.".--' -�--------_,___ ',I......... . . '71 : � I 11CI .'r,,.N..t.0
SSP= (Prod. Code- FL 1 423.2 1) Simpson SSP Single Stud Rate Tle w/ (4) 1 Od nails In stud (1) 1 Od nail Into top plate : I
. _. I I' L_ _ ______ ,.,__.. 1 le-6-11 1pxrojn� AVI ID;� :.;Pi(�?)"�I .
. -----L' ,-- : 1_=_-1 �7 PA r7
11 .- .- --1_..1.-_- .1_ __11 _ ------ - L " _-___' .1 , 1.140 -, Its 4;b% .ALI. )��,,er W,)r4IL
,
[_ _.._ � �' --*+,,.I_'. L-* __ ,, ,-"'_- , I ,- �, -___-.-'-.'' �,,I, .-' -L,- ,- '-'-- __'-,__,_,. I- ' - -II � I I A"U�l ;--. 14 I. ,o.. -1.- .. >_ 0
Framing Anchors 13 KI Fle r, ,III 4 I.i.1 P%a ..- ..1, 1-016. 2 a
L.I_I..__ � . -�...._____�_-I �_____,.- _.__._ .. ...-____-___-_'L-----".-_.______"__- ___..---_______._-_]____�_____ ,�__�_.___ -.,-�--,-__-,___._'I I _.. -- .- - \/
'.+ . _,.,- ,+ . ..___ .- . < olz�
LTP4 = (Prod. Code- FL474.258) Simpson LTR4 Framing Anchor- Capacity - 670 lbs. i .I----
.. _ . . ____ -L I - . ._-, . ._.1... _____ ' . "-''--- '- .11�-__ --.-,.-.-I-__. -1 . 1.- I I .1 L 11 -1-1 � I I
i I I LD k,D U
A35 = (Prod. Code- FL474.4) Simpson A35 Fran-ing Anchor- Capacity = 450 lbs. I I T___4
I - - - - - L'.. I— - - .. 1-_1 .. . --1. -1 1. - I—- 1- � - I I I <
, . . � . 11 � I I _ , --,+-,--,* - __ __ - I
Tension Tie I 1, .1 - --, L _ . .1 .-� . L L __ -1111, . I I I [__ 7
" - ' "L - -- - . - -- __" _ __ __- ,- , - , ______ ___ __*-------_-, ' - -__ -,_,-,,_-_ -" ' -__'_._.-- _'_---__,__-'- 1 L . . '" ' M
1:� 'I . I - .. __� ____1
LTT20B - ( od. Code- FL474.264) Slrrp.LTT20B Tension Tle w/ 1/2" Anchor and (1 0)I 6d nails- Capacity = 1750lbs. 1-_-_L_'-_-___ - --- -, I � . . .--
., . 1 . I . 1 L I " ' """, ' 1- ' ' ,, ,� _ '..., � _'--_+J _- ----, [ L ''' , I - - I I . I I I
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FTG. REINF. �7... ... , 1. /-4" CONCRE SLAB D ARO
116.1"-i- A . lot 1 7%" PARAPET WALL l`_I 0
1 --.4. ... A... . j. . ; AT GARAGE/SHOWER SLAB REC, A OR REINF.
r '---#5 CONTINU US W/ 30- MIN LAP DOWELS TO MATCH VERT. REINF. I --� g ONLY wAl) #4 CONT, AT TOP . /11� �- 1
819 J-4"--A .*. DOWELS TO MATCH VERT. REINF,
/_W/ 8- HOOK INTO FTG. 1 '--#5 CONT. W� 300 MIN LAP . . . . .--;,I�. F___I
B R ,. ..N . . I <E
� 2'-O 8* CMU GROUTED CELLS 8-'CMU GROUTED CELLS a I 0 -,4
1 I # 5 VERTICAL 0 4'-O' O.0 I # 5 VERTICAL 0 4'-O" O.0 .4. 60 WIDE PARAPET WALL 1� : . .11 �_SEE FOUNDATION PLAN <
I wl 6" HOOK INTO FTG. W/ 6" HOOK INTO FTG. N SLAB RECESS FOR FTG. SIZE AND REINF. M /-SEE PLAN. . �� �_
. , .. .8,. - (2)D 12" HOOK INTO SLAB , . _r .... .4.
- . . , �I A a, , "Ar ...:,.. AND 12" HOOK INTO HDR. I 4... . . 4 I . �7
. . 'a . , #5 CONTI w/ 30* MIN LAP .1 I- I .. .: - I % - a:. . BILK. (2) #5 CONT. wl 0,.:,: .. .. ,. * . 8* CMU -SEE PLAN FOR REINF. . . �-. ." ..-�.. .. 4.;- �� I I I I
1 .4 , I .t ... . : . -, ...e DOWELS TO MATCH VERT. REINF. 0 ../.-- I .
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.121 , �)l .'. 4. - 1371 1.
1100 .. . I'-�-' 4- CONCRETE SLAB .I . . A .. ., . # 5 VERTICAL 0 4'-O" O.0 _.- . . . . f::� I
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- __CONT. FTG. SEE J . .. I I (2) #5 CONT. w/ 30" L_ 10-80' (2) #5 CON. w/ 30" MIN LAP (2) #5 CONT. w/
PLAN AND SCHD. N IN. LAP BEND . -P-18- 10 AROUND CORNERS 30" MIN. LAP
J_�/" I I ONE STORY BEND AROUNDCOR.
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SCALE: ;
. - SCALE: 1 /2`P=1 '_0" I NO. DATE REVISED �
1 /2"=1 '-O" ( . . (@ SCALE: 1 /2 '=1 '_011 (@ AT ISOLATED FTG . - :
SCALE: 1 /2"=1 '_0" ( �
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- �� 8 2) #5 CONTINUOUS w/ 30" MIN LA S.. f . �"" ..,
ti��) #5 CONTINUOUS 'C"4 A ...J .. I
TWO-STORY 11-8" % !
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-SLAB : THICKENED EDGE SLAB AT INT. NON - BEARING WALL.- ( SECTION THRU SLAB AT INTERIOR SECTION THRU SLAB AT INTERIOR 05FI25
SCALE: 1 /2"=1 '_o" ( STEPDOWN BEARING WALL "
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MASONRY CONSTRUCTION
DESIGN SPECIFICATIONS: STEEL REINFORCEMENT: EXTERIOR WALL & INTERIOR SHEARWALL SHEATHING:
Definitions
STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC SECTION 1908, ACI 318 AND AS NOTED IN THESE PLANS. PROVIDE APA RATED SHEATHING WHERE STUCCO, BRICK OR STONE VENEER, OR HARDIPLANK LAP SIDING ARE INDICATED ON PLANS.
DESIGN CODE: THE 2001 FLORIDA BUILDING CODE (FBC) CONCRETE COVER SHALL BE IN ACCORDANCE IWTH FBC TABLE 1908.6 AND AS FOLLOWS: PROVIDE APA RATED SHEATHING AT INTERIOR SHEARWALL.S.
3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FASTEN Vie" THICK SHEATHING W/ 8D COMMON NAILS SPACED 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. Grout our height - the total height of masonry to be grouted prior to erection of additional masonry.
OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE- AND TWO-FAMILY DWELLINGS) Grout Pour - consists of one or more rout lifts.
2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND REDUCE NAIL SPACING TO 3" O.C. AROUND ALL OPENINGS. USE 3" EDGE NAILING IN THE LOWER TOP PLATE ON ALL EXTERIOR WALLS. g
CONSTRUCTION: TYPE VI, UNPROTECTED 1J2" FOR CONCRETE NOT EXPOSED TO WEATHER OR I CONTACT WITH GROUND SW-3 INDICATES 3" O.C. NAILING IS ALSO REQUIRED AT THE BOTTOM AND SIDE EDGES OF THE SHEATHING. Grout Lift - the layer of grout placed in a single continuous operation and is limited to 5 feet (1524 mm). ,,� ��•••
BASIC WIND SPEED: 120 MPH
SW-2 INDICATES 2" O.C. NAILING IS REQUIRED AT ALL PANEL EDGES. Roddin - the act of compacting freshly poured concrete or grout in its form by freeing the mass of air pockets
' VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. with repeated stabs of a rod.
WIND IMPORTANCE FACTOR: 1.0 (CATEGORY II BUILDING) _
CORNER REINFORCEMENT SHALL BE LAPPED 30". HEADER ZPuddlin
JACK STUDS: g - the process of inducing compaction of grout by use of a tamping rod. .•"` '
WIND EXPOSURE: B (GREATER THAN 1500 FT FROM CCL OR MEAN HIGH TIDE) THE HEADER AND JACK STUD TABLES IN 2308.3 SHALL NOT BE USED. REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS. udd e - the act of working concrete to eliminate honeycomb, and to produce a denser mass.
INTERNAL PRESSURE COEFFICIENT: 0.55 (PARTIALLY ENCLOSED BUILDING - LOCATED IN THE WIND-BORNE DEBRIS REGION) ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS
OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESORIES Puddle stick - A stick or rod used to consolidate grout by hand. *`
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4.
MAXIMUM DESIGN WIND PRESSURES (PSF): POST AND BEAM FRAMING: _ •7,
DURING PLACING OF CONCRETE. SPLICES IN FEINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: Masonry Construction and Inspection Guidelines :�-`-
OPENING SIZE (SF) EDGE ZONES (3'-0" FROM OUTSIDE CORNERS) INTERIOR ZONE MASONRY: 48 BAR DIA CONCRETE: 40 BAR DIA ATTACH HEADERS TO POSTS W/ (2) SIMPSON CS20 FIAT STRAPS W/ (7) 10Dx1.5" NAILS TO HEADER AND (7) tODx1.5" NAILS TO .,r� Z 4 ��'`O
+34 and (-)43 +34 and (-)36 ALL REINFOCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS. POST. 1. Lay up masonry in running bond for sizes and reinforcing per plans and elevations. .,
0-20 NOTCH HEADERS UNDER TOP PLATES AND BEAR-ON-JACK STUDS OR USE SIMPSON HUC410 HANGER W/ (8) 16D TO WALL (8) 2. Face shells of bed joint shall be mortared. ", 'r
21-50 +33 and (-)40 +33 and (-)35 16D TO HEADER. 3. Webs shall be mortared at cells to be routed. J"� Q ` m Q
SLAB ON GRADE g .,. Z
ANCHOR POSTS TO FOUNDATION W/ SIMPSON ABU POST BASE W/ (1) %ft THREADED ROD SET 7" INTO FOOTING AND (12) 16D ��� ,;;,111,►
51-100 +31 and (-)37 +31 and (-)34 " " 4. Vertical cells are to be aligned where they are to be grout filled unless bond is shifted due to site conditions.
>100 +30 and (-)35 +30 and (-)32 UNLESS NOTED OTHERWISE ON THE PLANS, SLAB THICKNESS IS 4 . SLAB SHALL BE POURED OVER A 6 NAILS TO POST OR USE (1) SIMPSON HTT16 W/ (1) THREADED ROD SET 7 INTO FOOTING (18) 16D NAILS TO POST.
MIL VAPOR BARRIER AND THE SOIL SHALL BE TREATED WITH TERMITE POISON PRIOR TO POURING. 5. Install horizontal joint reinforcing at 16 inches (407 mm) on center starting first block above foundation.
6. Maintain minimum of x inch (12.7 mm) cover on joint reinforcing to exterior and reinforcing shall be embedded in W
" ROOF AND CEILING FRAMING: mortar. Q
DESIGN LIVE LOADS: 6x6 W1.4xW1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8 . V
THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH 1/2 . ALL CONVENTIONAL FRAMING SHALL BE SYP #2. REFER TO TRUSS SHOP DRAWINGS FOR TRUSS DETAILS. PROVIDE 1X4 PULIN 7. Grout spaces both vertical and horizontal are to be substantially free of droppings, debris, loose aggregate and Q J
ROOF: 20 PSF BRACING ABOVE THE BOTTOM CHORD OF ROOF TURSSES AT THE SPACING INDICATED IN THE SHOP DRAWINGS FASTEN W/ (2) 6D any material deleterious to masonry grout. k- LL
ATTICS WITH STORAGE: 30 PSF NAILS AT EACH TRUSS. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE FIRST TWO RAFTERS OR TRUSS SPACES S. Install reinforcing in grout cells prig to grouting.
ATTICS WITHOUT STORAGE: 10 PSF
THREADED ROD: FROM THE GABLE ENDS. -
9. Grout spaces are to be inspected pr or to placing grout.
FLOORS/STAIRS: 40 PSF THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP PLATE. ROOF SHEATHING AND DIAPHRAM ATTACHMENT: 10. Fill cells as noted on the Plans,
Elevations and Details. a- 0i
TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS: 11. Place rout in lift to 60 inches in height Clean out holes are riot required). �
SPACED 0 6' O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' O.C. USE 15/32" APA RATED SHEATHING FASTENED W/ 8D NAILS 6" O.C. EDGES, 6" O.C. INTERMEDIATE. 12. A reinforcing bar may be used to rodgroutin cell, to ensure there are no voids in grout. CU
MATERIAL SPECIFICATIONS: AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12' FROM THE END OF THE PLATE. 13. Place reinforcing o roximotal 1 inch 25 mm to the side of dowel in cell ACI 530-1.12.3.3 Z
CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. GABLE ENDWALLS: g pP y ( ) ( Z
THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF SYSTEM IS INSTALLED. 14. Grout should set in approximately 40 minutes depending on grow; slump and weather conditions. F--i � �-,
CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET THE NUT AT PROVIDE PLATFORM FRAMING IN ATTIC OR BALLOON FRAME WALL STUDS AT ALL GABLE ENDS.
AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). 15. Do not bend or move reinforcemen. after grout has set. _J
IN ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE Vr;=RTICAL FRAMING: 16. Fill all cells solid below finish floor elevation. W CD
STRENTH (f'm) OF 1500 PSI. GENERAL NOTES
Tolerances �
GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGAi E SIZE LF 3/8" USE 2x4 STUDS FOR ALL EXTERIOR WALLS AND 2x4 STUDS FOR ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE IN
THESE PLANS. 1. CODES USED: 2001 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-98. ALL LATEST EDITIONS USED. Center Reinforcing Z Q (LJ
PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 LAYS WHEN' TESTED IN SPACE STUDS ® 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING 1. Centerline location should be within z inch (13mm) of center of i'lasonry. OU H M 00
ACCORDANCE WITH ASTM C 1019. SPACE STUDS ® 24 O.C. MINIMUM AT ALL INTERIOR NON-BEARING WALLS. JURISDICTION OVER THE WORK. 2. Horizontal location shall be within 2 inches (51 mm) of the cen..-r of the cell. LY A J 00
REINFORCING STEEL, SHALL BE ASTM A615, GRADE 40 USE SPF STUD GRADE (OR BETTER) FOR ALL WALLS UP TO 8'. USE SPF #2 (OR BETTER) FOR ALL WALLS OVER 8' 3. Reinforcing shall maintain position without being tied. Q` CO
U.N.O. IN THESE PLANS. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. Do not move reinforcing after initial set of grout. °Z _J W (7�
STRUCTURAL STEEL: SHALL BE ASTM A36. USE SYP #2 TOP PLATES AND PT SYP #2 SILL PLATES.
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN I- pq l
STEEL PIPE AND STRUCTURAL TUBING: SHALL BE ASTM A500 (GRADE B) IN GENERAL, THE THRU-BOLTS SERVE AS THE CONTINUOUS LOAD PATH FROM THE DOUBLE TOP PLATE TO THE
CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. Reinforcing at Each Face z J CO CO
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. FOUNDATION. 1. Maintain at least % inch (6 mm) clear of masonry for fine grove and x inch (13 mm) for coarse grout. �--+ Q O 1
WHERE "rONVENTIONAL STRAPPING" IS SHOWN ON THESE PLANS, USE: 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. _J C 7
ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. SIMPSON SP2 W/ (6) 10D NAILS EACH END FOR WALL STUD TO TOP PLATE CONNECTIONS ® 32" O.C. 2. Reinforcing shall be placed 1 inch clear to the side of the dov els. t� U ►-+ 4- 1
SIMPSON CS20 STRAPPING W/ (7) tODx1.5" NAILS EACH END FOR SECOND-STORY WAIL STUD CONNECTIONS ® 32" D.C.A6. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DIMENSIONS W d-
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM F 436 GRADE 36.
SIMPSON SPI W/ (6) 10D NAILS TO STUD AND (4) 10D NAILS TO SILL PLATE 0 16 O.C. AND ANCHOR BOLTS AT 32 O.C. CANNOT BE DETERMINED FROM THE ARCHITECTURAL PLANS, CONTACT THE ENGINEER OF RECORD. Bond Beams W Z a', O
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 7. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. IT IS RECOMMENDED THAT THE OWNER PROVIDE 1. Horizontal reinforcing shall be i inch (6 mm) clear of masonr, for fine grout and x inch (13 mm)for coarse grout. ZW 0 -_ ON
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED 2. Knock out web blocks shall be used for block at the top and/or the bottom of the bond beams, depending on the L3 t-- z C/) W _
S Y: UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. location. z Q ¢ Y Z X
* SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC CHAPTER 21 AND IN 3. Wire mesh or some other means shall be used to prevent gr:,ut from escaping from the bottom of the bond W U U D Q
* SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE AT ACCORDANCE WITH THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-99.
ARE EXPOSED TO EXTERIOR SHALL BE GALANIZED, Z-MAX OR STAINLESS STEEL. beams into cells without vertical reinforcing. ►--1 00
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METAL CONNECTORS: ALL METAL CONNECTORS WHICH C ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' AND REQUIRES A 1-HOUR INITIAL SET l� �''
NAILS: ALL NAILS EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL. TIME BETWEEN LIFTS.
ALL NAILS EXPOSED TO FIRE-TREATED LUMBER SHALL BE STAINLESS STEEL. W F-
T PRECAST OR POURED Q W
ROOF ASSEMBLIES: STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC CHAPTER 22. U
LINTEL, SEE A3/S-1 Q
ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC CHAPTER 15.
FOOTINGS AND FOUNDATIONS: WOOD:
EXCEPT AS NOTED IN THESE PLANS.
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 AND AS NOTED IN THESE PLANS. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC CHAPTER 23, L'
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SOILS: FASTENINGS
MINIMUM ALLOWABLE SOIL BEARING CAPACITY - 2500 PSI
THE "FASTENING SCHEDULE" IN FBC TABLE 3206.1 SHALL BE USED UNLESS OTHERWISE IN THESE PLANS. -- - - - -----
THE DOUBLE TOP PLATE SHALL HAVE A 4' LAP AND SHALL BE FACE-NAILED WITH (8) 12D SINKERS. N"" ",'i;�,�,r ,.�"..7I I •.'�•;:'• � i
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL ' '~ A, H
THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS , "5;, �,•�' HORIZ. JOINT W
BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. SILLS ON CONCRETE: �.t•r,i t tiyh+�� �^;�,1�yV��;�' 1i'•i�s�;l; i �
,•s:.,. .��:�:::�, .L v_. REINF. (.�
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBIRS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER O
DELETRIOUS MATERIAL SOIL MUST BE COMPACTED TO 959 MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION THROUGH
THE DOUBLE TOP PLATE. THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING z W _I
2'-0" BELOW THE BOTTOM OF THE FOOTING. AFTER THE ROOF SYSTEM IS INSTALLED TO ENSURE THE CONNECTION IS FREE AND CLEAR OF GAPS. W J L ��--
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TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS: L1
i MASONRY STEMWALLS: SPACED ® 6' O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' O.C. H
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MASONRY STEMWALLS SHALL BE IN ACCORDANCE WITH FBC SECTION 1804.6 AND AS NOTED IN THESE PLANS. AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END OF THE PLATE. L i
SEE BELOW FOR MASONRY SPECIFICATIONS. ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. Li J
STEMWALL TO BE A MAXIMUM OF (6) COURSES TALL CONTACT ENGINEER OF RECORD IF STEMWALL W LL EXCEED SILLS ON CONCRETE SHALL BE PRESSURE TREATED (PT) SYP #2.
SEE PLAN I SEE PLAN
! (6) COURSES IN HEIGHT.
FOR REINF. ' FOR REINF. W I-I
STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SUBFLOORS: z -J
WHERE THREADED RODS ARE EMBEDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST P1771 SUBFLOORING IS INDICATED IN THESE PLANS, USE -'4" T&G PLYWOOD GLUED WITH A CONSTRUCTION
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FILLED. ADHESIVE AND FASTENED PER FBC TABLE 2306.1. Z W
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CONCRETE: �-
CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC CHAPTER 19.
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HORIZ. JOINT--\ L-D t\D Q
REINF.
1x4 OR 2x8 PT SYP BUCKS FASTENED TO J
MASONRY WITH SIMPSON N3" TAPCONS
SCREWS AT 12" O.C.
(MIN. EMBED 1 N8" INTO CMU.) 0
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MASONRY REINF . OPNG . L� 40
C 0. C�
B4
SCALE: '-
ALL LINTELS SHALL BE MANUFACTURED BY: CAST-CRETE PRECAST OR POURED
SEE PLAN FOR LINTEL LEDGEND LINTEL, SEE A3/S-1 LJd (�
REINF. F=GROUT OFLREBAR UNF LLEDLINTE203 O
,•..`.' .� :' a �l, +wti, U 8 •, ----- ----- - ----------
REBAR LOCATION B=BOT T=TOP U
SEE PLAN FOR " " NOMINAL HEIGHT _ 6#5 CONT n W
REINF. EXTEND HORIZ. JOINT 2#5 VERT. ® 8 14'-0" OPENING NOMINAL WIDTH00
BOND (50%) MASONRY REINF. OR PROVIDE (2 CELLS) AT 14'-0" . {:. W/#3 TIES ® 8"
UNITS AT INTERSECTION �� ' �+ 'y ,.. x • �r�. ►:� JOINT
,•, r. ly;:;;�� =�; <M;,:.;,.`F.7• is HORIZ Q I�
MTL. LATHE 16 O.C. OPENING iv `�°� tf' W/180� HOOK (ALT) l` t h (-''�`'' .( REINF.
8" OR 12" •a yC f' ,I.pY� � ylJr�lSi��'�+�. 1
MASONRY JAMB DETAIL 203 3051
'- FILL CELLS W
AT 14 0 & WIDER OPNGS.
W/CONC. Z OzS
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INTERIOR "''` 14'-8" MAX. MASONRY OPENINGS J U
2-#5 CONT. f M MIN. BRG. 8" EA. END _____ _ _________
00 0
R'y
SEE PLAN
8" OR 12" FOR REINF. SEE PLAN
[203) 3051
FOR REINF.
MASONRY OPENING 5'-4" OR LESS FILL CELLS W/GONG. HORIZ. JOINT" No. DATE REVISED
CMU WALL REINF. REINF. ® 16 O.C.
,,;'r;• 1 AS SHOWN ON PLANS. Q MIN. BRG. 8" EA. END _____ _ _______
Cl .,1�,. , `�{ f,.li .,�.r 0 FIN. FLR.
.w,;, %�. 2-#5 CONT. T. & B. , :I;
GROUT W/#3 TIES ® 8"
FILLED CELL .;
W/1800 HOOK (ALT)
WITH REINF. MIN. 2-#4 IN WINDOW OR DOOR IN 16 LINTEL BLOCK (•'
INTERSECTINGFULLY GROUTED NOTE:
WALL TIE CELLS EACH SIDE OPENING FOR EXACT LOCATION OF T.O.F. EL.
OF OPN'G. OPENINGS SEE ARCH. MASONRY OPENING MORE THAN 5'-4"
SEE PLAN
NOTE: MIN. BRG. 8 FA. END (MAX. OPNG. SIZE 10'-8")
INTERIOR/EXTERIOR CONT. REINF.TO EXTEND
24"BEYOND FACE OF OPENING TYP.
NOTCH FOR VERTICAL REINFORCING (TYP.)
C . M . U . CORNER JOINTS
M . U . JAMB JOINTS MASONRY LINTEL DETAIL MASONRY REINF . AT DOOR OPNG . ®5,,25
EXTERIOR & INTERIOR Al C • A2 A3 (A4
• SCALE:- 3/4"=V- SCALE: 3/4"_ SCA _ _ SCALE: „
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