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JOB NO.
Parrish Residence
12454 Brady Road
SHEET TITLE SHEET
NMC �-`,EACH
acksonville, FL 32223
Al . 1
2005
na
Y,
SYMBOL KEY FOUNDATION PLAN NOTES :
THESE STRUCTURA . PLANS WERE PREPARED WITH
THRU-BOLT LOCATION DRAWINGS PROVID11D BY THE
1 . FOR SPECIFIC DIMENSIONAL INFORMATION REFER TO CONVENTIONAL FRAMING NOTES:
HOME BUILDER. NGINEER OF RECORD
ARCHITECTURAL DRAWINGS ONLY. ASSUMES NO RE ONSIBILITY FOR THE DIMENSIONAL
2. REFER TO SHEET NO. S-1 FOR FOOTING SECTIONS AND DETAILS 1 . ALL CONVENTIONAL FRAMING SHALL BE SYP. NO. 2 OR BETTER.
CONVENTIONAL STRAPPING ACCURACY OFTH SE PLANS AND RECOMMENDS THAT
(SEE VERTICAL FRAMING ON SHT. S-1 ) 3. FOUNDATIONS AND SOIL COMPACTION SHALL BE IN ACCORDANCE 2. ALL RAFTERS SHALL BE 2X6' s @ 16'� O�C. U.N.O.
CHAPTER 18 OF FBC 2001 OWNER SUBMITS�. ' ESE STRUCTURAL PLANS TO CONTRACTOR FOR
4. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY 1 FASTEN ALL RAFT. TO PLATES WITH SIMP. H8 CLIPS w/ (5) 10d X 1 .5 NAI LS
APPROVAL/REVIE OF DIMENSIONING OF STRUCTURE PRIOR
Au-
SW-3 SHEARWALL W/ 3 NAILING PATT. SUITABLE SUBSURFACE CONDITIONS. ASSUMED ALLOWABLE BEARING 71
TO CONSTRUCTIO EACH END FOR SPANS UP TO 10 FT USE (2) SIMP. MTS STRAPS W/ (7) 10d NAILS FOR SPANS
(SEE GENERAL NOTES) CAPACITY=2,500 PSF
UP TO 20 FEET.
4. FASTEN ALL RAFTERS AT RIDGES WITH 2X6 COLLAR TIES.
SIMPSON HTT16 HOLDDOWN LOCATION -�'k 1
5. FACE-NAIL COLLAR TIES TO RAFTERS 'NITH (6) .131 X 3" NAILS.
(SEE UPLIFT SCHEDULE)
6. FASTEN ALL JACK RAFT. TO HIPS AND 'VALLEYS w/(4) .131 X 3" TOE-NAILS.
�-v
SIMPSON HTS TWIST STRAP FROM BM. I.INE 7 YPE KE Y 7. ALL RIDGES, HIPS AND VALLEYS SHALL BE ONE (1) NOM. SIZE LARGER THAN
. . . . . . NON- EARING WALLS ADJOINING RAFTERS U.N.O.
TO WALL/HDR. BELOW n*
8. FASTEN RAFTERS TO CEILING JOISTS WITH (4) .131 X 3" NAILS.
(SEE UPLIFT SCHEDULE) 11NEMPEKEY BEARMG WALLS S 'Tr' PLATES WITH (3) .131 X 3" TOE-NAILS.
9. FASTEN RAFTERS AND CEILING JOIST
FASTEN (2) SIMPSON MSTA36 FLAT 10.FASTEN ALL HIP AND VALLEYS TO PLATES WITH (2) SIMP. MTS12 TWIST STRAPS
- - - -- - - - - - HEADERS
STRAPS CONCRETE
W/(7) 10d X 1 .5" NAILS EACH END OF EACH STRAP. cn Z
BEAKASil z 0 0
-- - - - - - - - - CONCRETE HIDDEN 11 .FASTEN NAILERS TO EA. RAFTER W/ (4) 16d NAILS, - C\j
(2) SYP. 2X4 POST DOWN CEILIN �/FLOOR JOIST 0 1-- N 00 00
12,13ENEATH EACH HIP OR VALLEY TO Pt k,rE CONN. USE MIN, (2) SYP.#2 STUDS BENEATH, 0 < 0 fo or) ro
N > 1 00
C;d ry __j 1 00 0-)
0 M 11 0-) 1
ro 00
Li
cn- < n,
w L-L < > 0-)
EXISTING \3TRUCTURE 111 0 :2 z 0
EXISTING STRUCTURE \1 z 0
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r-------------------------- ......r�--------- -A E-D ui 7' cn z
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ALL EXTERIOR WALLS ARE SHEARWALLS
POST DOWN W� <
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(1 ) SYP. #2 S D.
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STRAP HIP TO POST
TO BM . W/ (1 ) SIMP. HTS 0
r. __j
STRAPS EA. C:) Lij
2X6 F.J. @ 16 0.C.1 1 TYP. (2) 2X4 SV #2 STUDS >
< <
UNDE10f, EA. END OF BM.
171
C/� -----------
T_ 77-14-nnw_mrr:� _1
.2X6 RAFTERS cn u <
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('A 1 16 0.C. 2X6 LEDGER NAILED ry M
r
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TO EXIST. STUDS W/
P.T. 4X 4 CL
(4) . 131X3 NAILS
POST TYP. 3'-6" 11 1 1 1 1 1 1 1 1 1
z
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-— — — — — — — — — — — — — — — --- — -
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EXISTING STRUCTURE
RAFTERS W/ (4) 16d NAILS
-------- -------- -/_ ------ ------------------ L17 i I
--------------------- - ------ --------------- --- 111�4_ 1 9 7 1 1 , I,/ 2X6 OVER-FRAMING Lo
SW- 3 SW-3 1 12 _0 c
17'-6" @ 16 O.C. TYP. (u
cm > m
_y ca 0
_J� SIMP. HUS26
4" CONC. SLAB REINF. W/ Al
MIN. �1 ) SIMP. H8 CONN. HANGER TYP.
WWF 6x6- NO. 10 OR if SEE ONVEN . FRM. NOTES
FIBERMESH REINF. OVER 1�t) 11
- ----------- --------- - ---- il?--- -- -------- --------- ---
6 MIL. VAPOR BARRIER L---------------------- ------
OVER CLEAN COMPACTED CD
TREATED FILL.
u�
FOUNDA WN PLAN ROOFFRAMINGPLAN ry <
NAIL Q,J. T'0 1 T. STUD SCALE: 114" - 1 '-0" n
SCALE. 114" 1 '-0" (��M. 13 NAILS OR
Wu�E S P. 1HXUt24 HANGER
0
(3) 1 .75"X9.5" LVL BM.
rn7
co ::�E 1
(2) 2X6 HDR. If I Ti -ni - in FiT I T M M I 7T
1 1 1 1 1 1 1 1 1 1 1 �- 2X4 C.J. @ 16 0. C.
TYP. U.N.0.
REVISION ,
P.T. (2) 2x8 HDR. N.- NO. DATE REVISED
@ PORCH TYP. cf)I
J U. Lul-u-ul -iil -ul
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X81 H
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114'-421, 1 1 1
2'+9 1, 1 1 1 112'-0" I I 1 2'4-9
1 1 ,0 1 1 1, I I I I I I
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SW-3 (3) 1 . 75t)X9. 51) S W- 311
HANG C.J. W/ HUC24 HANGERS LVL BM.
OR BEAR ON TOP PLATE
CA&UNG FRAMING PLAN L 05aw75
SCALE: 1141
Sw2
NUT AND 3 x 3 x 1/0" /_SIMISON SSI @ 32" O.C. TOP PLATE
";7 REQ'D AT OPENINGS OVER 15'-0"
(3) 12d NAILS WASHER (TYP.) A
L
ZZ:21
u
HEADER-/
TRUSS (TYP.)
12d NAILS 2x4 JACK STUD (TYP.)
1/2" THREADED (2) REQ'D FOR OPENINGS
OVER 6'-0"
_Z1
Z
1= cr.
x I COUPLER STUDS (TYP.) < ui
PERMITTED 0
_j
(TYP.) IF REQD.
2x4 BLOCKING @ 24" O.C.__",� LL
a:
Q0
::D LLJ
(2) 2x OP PLATE.- C/� 7- 1-- r--,
EXT. WALL OR z 0 5 CD
INT. SHEARWALL -- cf) N
0 I-_ 00
N 00
< -) I'o
N 01 00
E 00 0-)
o m 0-) 1
USE AT EXTERIOR WALLS AND INTERIOR pr)
SHEARWALLS WHERE WALL IS PARALLEL WITH z I-- o Li I
TRUSSES =) 0 -1 j-
< [)f =� 0
Lij I < >
BLOCKING Ccb PARALLEL PARTIAL 2 STORY WALL ELEV.
C2 z 0 Ld 0,)
WALL TRUSSES �D Lij
SCALE: SC"ALE: 1 /2"=1 '-0" < X
0
V) 0
RIDGE <
00 CL
RATED SHEATHING
RATED SHEATHING ry - CN
(REFER TO GENERAL REFER TO GEN. NOTES Ld 1-- Co
NOTES ON SHEET S-1 y
RAFTER <
(2) 2x- PLAT '�"-COLLAR TIE TRUSS (TYP-) M
NUT AND WASHER HEADER (2) 2x- PLATE /--NUT AND WASHER
VAPOR BARRIER OVER -4" CEILING JOIST 7/16 OSB OR 3/8 " CDX Pt� (2) 12d NAILS (TYP-) (4) 12d NAILS <
RATED SHEATHING L
TYP. I WOOD FASTEN TO TRUSS OR CEIL INI( 1/2 GYP. CEILING BD.
LT
L'
E
NUT
E
Ty 4 C EIL
P
(REFER TO GENERAL
1/2 GYP. CEIL BOARD OR 5/8 GYP. JOIST w/ 8d NAILS 0 12- O.C. OR 5/8 GYP. WALLBOARD
NOTES ON SHEET S-1 ) ", n.-
WALLBOARD SHEATHING OVER 0
1/2 - GYP. WALLBOARD VAPOR BARRIER OVER __j
2x- STUDS @ 16" O.C. �1/2 GYP. WALLBOARD
2x- STUDS 0
16" O.C.
SIDING SEE ARCH.-� THRU-BOLT VARIES ,--THRU-BOLT 2x4 BLOCKING
C/� u <
@ 24" O.C. <
III m
P.T. POST OR FRAMED m
COLUMN (SEE PLANS) P.T. 2x- SILL PLATE
1/4" GAP BETWEEN P.T. 2x- SILL PLATE
W/ S EAL (REFER TO GEN NOTES w/ SEAL
SHEATHING & CONCRETE rON SHEET S-1 FOR HEADER
AND BASE CONNECTION SPECS) EXT. WALL OR
INT. SHEARWALL,
COAT CMU TO FILL VOIDS AND HONEYCOMBS
A74
STEMWALL FTG.
GROUT SOLID (SEE DETAIL)G 7-BRG. STEPDOWN FTG.
(SEE DETAIL) USE AT EXTERIOR WALLS AND INTERIOR
WHERE WALL IS PARALLEL WITH
SHEARWALL",
TRUSSES
BLOCKING @ PARALLEL WALL
TYPICAL WALL SECTION TYPICAL EXTERIOR WALL SECTION >m
BI 133
CB1 oa- -0
( MONO. FTG. SIM . ) SCALE: 1_/2"=1 '-0" BI ) AT PORCH S("ALE: 1 /2 =1 -0" (TWO TRUSSES) SCALE: 1 "=l '-O" ILL
SIMPSON MSTA24 FIELD-FORMED
AS A STUD-TO-PLATE ANCHOR
wl (12) 10dxl.5" NAILS
C6
(TOP & BOT.)
/,,,-SIMPSON ISP 0 32" O*C,
NUT AND 3 x 3 x 1/8" REQ'D AT OPENINGS OVER 6'-0' (2) 2x-TOP PLATE �(,D
1/2" THREADED ROD
WASHER (TYP,)
__j
(2) 2x- TOP PLATE
SILL PLATE
HEADER-/
cn
SIMPSON MSTAM24 W/
(4) 1/4 " x 2 1/4 TITEN
2x- JACK STUD (TYP.) SCREWS TO FTG. AND
1/2" THREADEDJ (2) REQ'D FOR OPENINGS (9) 1 Od x 1 1/2 NAILS TO STUD -'Z;
ROD (TYP.) OVER 6'-0" N4-
,.,- (2) 2x- FULL LENGTH (KING) REVISIONS
COUPLER STUDS (TYP.) NO. DATE REVISED
PERMITTED OPTIO
(TYP.) IF REQD. 4
. .4 4
2x- SILL NUT AND 3 x 3 x 1/4" 4 4'
PLATE WASHER (TYP.)
FN
4
LSILL PLATE--\ EPDXY IN 5/8- HOLE
OR ARCYLIC IN 9/16" HOLE
4 A..
STEMWALL—
OR FTG.
�.A
1/2" THREADED ROD—
SEE B4/S-5 FOR EMBEDMENT
WALL ELEVATION THRU — BOLT ALTERNATE TH R, U BOLT A -Z 05,w75
A 2 /� j
All SLAB CONNECTION
@ OPENING
0 S(,ALE: 1 /2"=l '-Q" SCALE: 1 "=l '-O" SA
SCALE: 1 /2"=1 '-0" w3
CoNa POOL F.F-22.OJ
co/vc, 92.03'
CO'VC F.F-22.OJ
I STORY WOOD &
1218, CONC. BLK.
DODECAGON
F.F.-29.25 Lor 2e
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37.47, 179.68' 1�0 .6
.6
19.7' 01
4,3 15.7' 0 110'
awm& 1 STCRY ROW'
10751
iA GARAGE F.F 2162
-FF.-MX7S� i
197' IZ7' 52.6'
32.6'
t4 BMCK 4.,
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2 STORY WOOD
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-- ing Pool, Spa and Wading Pool
Approvea Swimm
Dual Main Drain Atmospheric Vent Arrangement
Complaint with 424.2.6.6 - of , the Florida Building Code
Ifor Residential Swimming Pools, Spas and Wading Pools
M_
No. Scale
3'-0" Minimum
7
Installation Protocal NOTES
q
Minimum Test Protocol and Results
(Typ.)
Tested In compliance with Florida Building Code 424.2.6.6
3 uction entrapment atmospheric vent test protocol.
Window Screen The actual auction entrapment
(Typ. 2 Places) atmospheric vent testing was accomplished under
j my direction and supervision In Florida for pools and spas
on 8 December, 2001 and 17 January, 2002.
r- Stainless Steel Clamp
11 (Typ. 2 Places) The Maximum Vacuum attained during the above tests
Maximum distance to ASME/ANSI A1112.19.8M1987 listed Grates
Atmospheric Vent Tee j or Anti-Vortex Plates with matching Main Drain with one sump plugged and a body entrapment
Connection V-0" Sumps (Typ. 2 Places) -on the other sump never exceeded 4.5 Inches of
mercury. The entraped body released
In less than three (3),seconds.
Installation Protocol
Suction Piping
* All suction pjping and fittings shall be either 1 1/2" or 2".
maximum underwater * All atmospheric vent piping and fittings shall be 1 1/2".
length 50 feet
1 1/2" Atmospheric Vent Piping Maximum auction pipe water velocity six (6) feet per second.
T 6 feet per second water velocity In 1 1/2" pipe Is 38 GPM
6 feet per second water velocity In 2" pipe Is 63 GPM
----1 1/2" PVC Tee Spa grates may be located on two different design
planes; Le., one on the bottom and one on a vertical
side wall; or two separate vertical walls.
If. there are multiple pumps repeat the plumbing protocol
co
---Maximum Underwater length for the second system.
E ;
of atmospheric vent piping 30 feet
El
1 1/2" PVC Pipe --a— Vent to Atmosphere
In a manner that the vent
/--Ground level, Pool will not be blocked by Infestation,
Dock or rnaximum debris build-up, or microbiological Of IAELSO�
contamination.
Vj I FJC,
Pool Water level, Pump ru
whichever is greater Label vent: "POOL .SAFETY DEVICE DO NOT HANDLE" No.17881
J— See Atmospheric Vent Detail
STATE
OF
Zip 10R1rJ
The 1 1/2" atmospheric vent tee shall be located not less than
8 inches, measured 'from the bottom of the straight log of the Rowley International Inc
1 1/2" tee, above theground level, pool deck, or maximum pool AOUATIC Design, Engineering & Consulting 1/23/2002
water level, whichever provides' the greatest elevation. 2325P&I Im Verd" Drive West
Suite 312
Atmospheric Vent Wall Palo& Wrdes Estates, CA 90274-27N license expires
TEL (3101 377-6724 FAX 43101 377-4890
www.rovA*ylntwnebmal.com 2/28/20M
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� METAL CONNECTORS: All metal connectors which are exposed to exterior shall be galvanized, Z-MAX or stainless steel.
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� All metal connectors which are exposed to pressure "reated wood shall have a Z-max finish.
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i hall be in accordance with FBC chap,,�-.er 15. I FLORIDA PRODUCT APPROVAL LIST.- � I � � I ! �
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Masonry construction shall be in accordance wi'Lh FBC. chapter 21 and in accordance with the Specifications for I Indicates bearing Wall below with studs space i it 16"o.c. , �� i � � . ,� i I
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I 1. CODES USED: 2001 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-98. ALL LATEST EDITIONS USED. i � I ,�. . . . I r I .
i _**�See Sheet DIETAILS for garage header fiedow n � - � I � I; I . i � I � I .
i Masonry Structures ACI 530.1-99. ACI 3.5 D limits th,-a grout lift height to 5 ft and requires a 1-hour initial set time � � I i �
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1 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING between lifts. I ***See Sheet DIETALSfor gable end truss tiedo:ivn and p0ornnfrarTing in attic*. I . I, _ , . I L I ''I
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i JURISDICTION OVER THE WORK. Steel Construction shall be in accordance with FBC chapter 22. i-111-------11-1-1-'I—-1-rfJ_..-",1-1-1-4-1-11,---J'l_1-e. ,�-I-�-"I',_�......-1......r-.-",-.-r-�-'-".",-"---�-11.1� , I " -1 ,
� 1� . I I 1 -1�, I . t--I,--__.�_______�____lj1��11-_I-_1171--__1
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! :Hurricane clips and t4st straps: �t . � � . � I . t . � ; I I I I � I . . � - " \
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: , ;�.--��,,,-,,-,�-,,.--�.,,--�.�,��_'il-,"-�,-�l,,-��."----�.,,,--�,-,-,-,-,,,---"q
I ...�_'.__.,_,___._,__-1;-1-1111-11-,���--..'�-'�.--�.-'-",-'�'�---l-r-�." I ,
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i 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. Wood framing shall be in accordance with FBC chapt,r 23 except as noted in these plans. , ;1 I � . I I . I I � -
I I iH3:t(Prod.Code-FL474.110)Simpson H3w/(4)8d nails eachend-capacity=4551b ;.', � . I �
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�c-.-""-.--.,-�---��-,---,-t,�---,-.--,-.--"�-1--l'-�.--11-1-1-1___1___.___,_.1_1__'_.:_�___�______1........__.____,.__1__.-".-1_� I )
,--,.-------,�-'��,-,,-,.--,-,.--�- I �
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I The "Fastening Schedule" in Table 2306.1 shall be usidd U.N.O. in these plans and as follows: The double top plate shall provide a ��W=(Prod.Code�FL1423.7)Simpson H8w/(5)10*15'nags each end-Capacity=745 lb� . 1 � . i . � I . ; , -17"
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i 9-1_1_11---11-,-,�,;-.�-,.,-;�,.�-,-".;,�,_,.I....... 11-11 e--11-1. ..�_...;__._._,----------------1_�__.__.11.___,L__11111� ,,---,-.,-,__�11;_1._i.._..__------_�.....1-1111-0-111) , -
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN �tas � � � I 1 7 1 1 . � I . � .
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i 4 ft lop and shall be face-nailed with (8) 12d sinkers. 4 ; N -a
J � I =(Prod.Code-FL474.325)Simpson MTS12 w/(7)WC115"nails each end-Capacity=1000 lb � , i , , . . ; . I - -
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�..........�---,,,,--�.,-,�-�-�.,,.,,.,,,.-,-,�,-.-"--��-.-,---�--------,---.__..._.___---,,,�;-,---,.,.,-.-.-,-...-""-.--".��,�,-.-�-,�;,.,�,-�,,�-,-��"",;-�-;-,-"----,-�-,-.,,��,-,-�-.-""-����. -� -- -,
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� CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. i I I . ;, I I � I I - "I
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dations shall be in accordance with t'BC chapter 18. Soil compaction shall be in accordance with 1804.2 ,HTS=(Prod.Code-FL538.9)Simpson HTS20w'(2h)10d nails each end-Capacity"1450 lb , , I- � ; I .
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� Typical anchor bolts are only required at the following ,locations: � I .; J i � � I � � - _.
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: .111,11, I i -� I I I I I � � � I I . � , -:.
:� -...........� -1_1 111.111111_� 1-11-1-1-1 - -
i 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR I v-,- ---��; -1 -1 -,---., �,- ��..........----�l.-:,.�l.,-.,�l""-�,�,-,,��,�....�71........�1_1111-.1-1-......._�, -
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i Spaced @ 6 o.c. at the exterior wall sill plate where the thru-bolt spacing is greater than 6' o.c. i Flat straps:, I �i , - I I I �� I ; I 11 I � . . I , � �
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....____ 11__11-1 _,", _____ I-___�,_.......1__,_,t_,�_1____��,_-�,_ ,� , � ,
i SURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE I . . � 71 ''---�111_ ��____,_,
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�3 WSTA24=(Prod.Code�FL1901.57)Simpson WTA24 wl(9)10d nails each end-Capacity=1640 . S I
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i At the exterior wall sill plates where the thru-boit is more than 12" from the end of the plate. li���--l"-,-�-''-,,�-,�,�,-,-.,-�.-41-1�--l""�,-",.""-"-",.11-1---1----............-,-,�",-"�--.-".-�.-�,�--�,-�".-��-".-�-,��-�,-- � -, ___ . . _,____� .
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i STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. I � =(Prod.Code-FL19M..59).Simpson M!3TA36w/,(13),10d nails each end Capacity=2135 '" I . � �
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�__._,-,'..,-----1-1_1__-1_.1-11-111--1.1.1-I :-."-,.-,.��,.-,-,,.---,--,-,---,----,-,.,��,.-�,--�,,,i-,- I - __-�,
Anchor bolts are not required at interior bearing wall sill plates. I . . I . . ___� '�_7.I ;-----T,.---,
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i DESIGN CODE: The 2001 Florida Building Code (FBC) � 1 '7 WSTAW4=(Prod.Code-FLI 901.61)Sirripson ktSTAM w 1(9)10d nags and 5-1/4"x 2-1/4"Titen Screws in Concrete ; � . . I I
� . �,11.1--I—-I.-I",11.1.I_111"..,111:1-_1:1.I_11.1--I.,�,1-11,-' "I . I I I � . � . � . � . I . I �, . 1. I \�....
- 1.11-111 "I'll I.-__......._1.11 1111_.__.......11.1-1-1.1-11.1-1.1-......�........-".11-11 1:1.--1:-11;_1......�;,-�.-..,.--,:,,�ll,��,��.,,,,�,,�.................
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i The nut at the double top plate shall be receive a final tightening after the roof system is installed. W a ! A I � I .; . I . . I i
, 6TC28=(Pfod.CDde7FLI*901.63)Sirrp�onM")TC28W/(18)16dsihk6rse chend-Capacky=331O.lb � � 1 13 . I z, I . . r
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i OCCUPANCY: Residentail Group R-3 (One- and Two-Family Dwellings) 1---__'__'___' - --'-"--'--" I I 1. I . I
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'111STCAO=.(Prod.Code�1709 1.64)Simpson W1TC40w/.(2�).16d.sinkers each end-Capacity.=4740 lb I. I � . I .� I �
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i Use 2x4 studs for all exterior walls and 2x4 studs for all interior walls U.N.O. in these plans. Space studs @ 16" o.c �"-�.,,-:,,,�-"-"�.,�--"-"�-�-,--,--,-;-,-,-,,-,�-���",-,-.�. -"'-"�-.-,.--�,-,-�.�-.-�,-,-,.��--�.,�1-11�.I.I�:-.�11--l�-,----�-1.1--""--"-,-,--"-----,--i'�--�:-,-�I . �
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I CONSTRUCTION: Type VI, Unprotected W066=(Prod..Code-FL1901.67).SkTson W�I`C%w/,(38)16d sinkers each end-Capacity,=5855 lb I . � . I I ; . I
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: I at all exterior walls, interior bearing walls and interior �shear walls. Space studs @ 24" o.c. at interior non-bearing walls, 111-- �__.,____:___L,_--------�_�4,7,-__o_:_-��,
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i BASIC WIND SPEED: 120 mph � I I , � ._4 � - __ i . I 11 � .
i Use SPF #2 (or better) for all walls 8' & over U.N.O.� in these plans. -i,- .---.-I-1_.1_..1_].__1-__L._-_1....... ___ ......Z-1-1-......I-: -_.,______ ,-!,- __---r-__-_.__------,__ 11-�-.--�,�-,�l--"--�l,�-�,�:,--,."-,�.-�1--�-�,-,�
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i i.Heavy girder tiedoms. ! I A . . � I � I � . . I . I � � !
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i I WIND IMPORTANCE FACTOR: 1.0 (Category 11 Building) Use SYP #2 top plates and PT SYP #2 sill plates. � �_____.__1__11
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1.MGT=(Rrod.Code-FL11423.115)Simpson MGT,:,,,'(22) `0d nisis intotrussand(l)1/2' thru-boltintoftg.6Capacity=396510 i � -
i �.-,--.-,�.���-�-,-�.,�.,�,-,.,�-,�,-�lI---------�"-�-�-�,111-��,�--��.11�1-11-� _ 11 . I ,
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i �FH02=(Prod.Code-FL503.27)Simpson PHD2 v�(1o)SDS1143'screws intotruss and(1)1/2"thru-bok into ftg.-Capacity=3610 lb �, 0 C-0
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! WIND EXPOSURE: C , Where "CONVENTIONAL STRAPPING" is shown in these plans, use: �__._,1_,1---------A,-.-,,,-,�-.,��,-,,�-,,-��-..�,�,,,-,,-,��-,-,,- ...-.�.-' '�-,--,..-,-,�-�,�,.-.��,,-,,�,�--,�--,-"-,,-.,,-,;-�...,-",���--,�-".,-�;------�,�"-,�-,��"-,!.,,,__,�,.,,�-,�-"--,�-,�--,�-�--,A-�---,�-,.---�
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i JHD5-_(Prod.Code-FL503.26)Simpson PI-105 ,�,/(14)SDS1/47 screws into truss and(1)5/8"thru-bolt into ftg,-Capacity=.4685 lb . , , - ��
Simpson SP2 w/ (6) 10d nails each end for violl stud to top plate connections @ 32" O.C. 114 1�______.__11______------11---,.,,.,-��""-"�"--.--,"-", I—- �1-11,�'ll'-�-,�,-�.�-�""�,�l-.".�-"-.-----".�.-III.Ill�--,-,--,�,,."�--.-�--,-,-,--��------�,-.-,--�,�,-�."-�,��-�-,-,�--.,�-,��".�-1-�""--�.
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i INTERNAL PRESSURE COEFFICIENT: ± 0.55 (Partially Enclosed Building - Located in the Wind-Borne Debris Region) , I I i 1-
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, , =(Prod.Code-FL50320)Sin.psohl-171"w/(18)16d nags intotruss and(1)1/2' thru-bok into ftg.7 Capacity=4175 go �
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i Simpson CS20 strapping w/ (7) 10dxl.5" nail- och end for second story wall stud connections @ 32' O.C. ,-�-.1--"-.�---,--�,-��'ll"�.,-,---,�-"-�-",-.,�-,�,- 1111-- -11--l-..---,�"--"",;-.�-�,�-,�-,�-------."---.,-�-,�-.�-,---�,-�.-.,---"�,-�-,.,--�,-��---�-�l----,.",-.-,�1.3 I Z#Zz:
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i MAXIMUM DESIGN WIND PRESSURES (psf): 'HM2=(Prod.Code-F1_503.21�Simpson HTT2�w/(3)) i6d nails into truss and(1)5/8"thruTbok into ftg.-capacity=1 5260 go . � � I - . , ::D U
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i Simpson SP1 w/ (6) 10d nails to stud and (4) 10d nails to sill plate @ 16" O.C. and anchor bolts at 32" O.C. ......-�.�-..,.,.-"-,".�,���,�,.�,��.2,,,-��,-,,-.��,�....,_-._....... ---� .....................�,,�,��,.._,-,�.,�-.�,,i-,�.��,.�,Z........._..__...........�-%,.",�.I.I��,�ll"��'.1.,��-11.��.-I , , � Z I-
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i �HDQ$=(Prod.Code-FL1463.25)Simpson HD(,�W1(20)SLISNU screw s into truss and�(!)7/8"thru-boft into fig. c = (/) -
i . I . I � . I � . . �00.0 ity $235 lb �
I ��-�.--.,-,.-�-..,--.--.,-n,-�-..,_,-_-_,-".�,-,'-'-!!-"--l.-I��l-r'-,-- �----__.---11--1-11"-,--.--,-_1.____--__,.-_.,..........�,__.,._.__ , ,-,'�l-.,�-��--l."-"--"�-�.---,-�. -
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; Opening Size (Sf) Edge zones (S-0" from outside corners) Interior Zone All conventional framing shall be SYP #2. Refer to tr�-jss shop drawings for truss details. Provide 1x4 purlin bracing above 1, Z 0
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THAI-2=(Rod.,Code-.FL474,414).Siripson TV,A1-2 inverted heavy girder hargerw/(30)10d nails into face-:Capacity=�1�6 lb .i I � 0 F_- U
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i the bottom chord of roof trusses at the spacing imdicated in the shop drawings. Fasten w/ (2) 6d nails at each truss. ; I � . : r � ,� i , I
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i � � I'�Ilt-�-,---,��,�-�-,,�,,_,;"�:1--l-1-I 11-J"----� -,-i�--,--,�-1-111-1--"-�,��-,---,--".�,-,�,-,, --�-,,---;-�.�-,--,---�-.-,,--�-��, ,��, . . r
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i � 0-20 +34 a +34 and (-)36 ' I � . C
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I '_�a�' �ni Hangers I I " 7-7-' 7-_-__`�% �i . , � -� I i ,� I I . i 11
I Provide solid blocking at roof sheathing joints in the f:rst two rafter or truss spaces from gable ends. i' c Aio � � I . � � I N
I . �,_...............�,_...�,........�_t_.1111 � i..1.1..."I'l���1-11-11'..-".�,��.��.1,�......�_-..-1%._r 111 1- .1111 J . � � . . �
. 1-11-111. "'"- ' - * ".��""".."'',...,.,�-,�.�,1;.-,�-.��....I........z�--�,,����.I.."�l,"�.,.,.�,.�,.,
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i 21 -50 +33 and (-)40 +33 and (-)35 �;LUS28=(Prod.Code FL474.2.84)Simpson WEI face mount hanger wl(6)1 Od nails.into hdr and(4)1 Od nails into joist-.Capacity=1 1 1 5 lbs, . 'I C�d
:111.1-..--__-------�-1.1-11"..�--l-I.- _1-1--l- I—— I-- ' 1-----1----1111... . � .
i I Attach headers to posts w/ (2) Simpson CS20 flat Sttaps wl (7) 10dxl.5" nails to header and (7) 1061.5" nails to post. I . I . . I � . %..,_......_........._..,_.__........._I'll.........-""-,-,-.�.�.�1--l�-11-1-.�.11i 0 -
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i �HUS26=(Prod.Code FL474.192)Sinripson W�26 face mount hanger wl(14)16d nags in header(6)16d nags into joist-Capacity-=1550 lbs. !
i 51 -100 +31 and (-)37 +31 and (-)34 � I �
,1-1-1111-1-1-......�----,--..,-��--�-,�-��.�-.��--.�-�.-�---,,-,.,-�-". .1111--�-,.-------.,,-,"��--,-.�,-,���--,�,.�-,.---�.,�.-,.r--.,-,--�--�.---,�--,.---�--"�--�-.-"-.,,---�,.-.�-.-�,-,-,-.��,�,---�.- 0 =
.
i Notch headers under top plates and bear on jack si(uds or use Simpson HUC410 OR 48 hanger w/ (8) 16d to wall (8) 16d to header. -p HGUS262-'--(Prod.C�ode FL4-i4..139)S4.HGW.282facermunt hanger w/(36)16d nails carrying rrem(12)16d carried I I .-i F-- C
i ; mern,Capacky=3220Ibs. ��
--1 1-I 1___-1-1__-.__-1-__1_1-----1--......11----.,--,,�---,.,-1-11-11-1.'---_-,.r---._--�----------'-"_-"_,,,_ Z D
�, _1_.-____11-__---__-1--------�--------�__;
� I >100 +30 and (-)32 Anchor posts to foundation w/ Simpson ABU post batie w/ (1) 5/8 " threaded rod set 7" into footing Grid (1 2) 1 6d nails to post I (_
I I I - I �HU410=(Prod,.CDde FL1218.148).Sinpsory Ht 1110face mbunthangerw/(14)16d.nags in header(6).16d.nags intojolst-Caoacity=117151bs. �- i
� �......-_--,_-.F ",-"-,.,-..,,,-�-.�-..".,�ll-�,�".."�-..,-:.,-�-.--�,�-,."".,.�......��---------�.........-"�",.,�--l'�l:."�-11�--���,�."-.,."�..'-�..rl�-,'-�.11��.,-�-.--',,�--l'--.1,11.1.�.......__,,'-1---11-1-- E <
i or use (1) Simpson HTT16 w/ (1) 5/8 " threaded rod set 7" into footing (18) 16d nails to post or use the threaded rod system. � . � 1 4 T I I .1. . -1-1-_.1--, a
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I DESIGN LIVE LOADS: I , � � : � I � . i � � I I . I A
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111,__� _,�_Irl-41;- 1111�__�_�_.__�,;__,___;� --' -,il.,,,�-��-.�-.�-"�.�,,�,,�-.-,"-:,;--;.��-,;-,",-�-,-,.-.".,-;,
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i Roof: 20 psf Wjustable and Standoff Post Bases � i I � . I . � . . I . I
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I EXTERIOR WALL & INTERIOR S,HEARWALL SHEATHING: i-___-_1_1_11__1 11-11---- - . 3 I � I ,� . �
________ ______,_,___.__. � �111_111___.__� ,____�, Z 0
11_1____�__1_1111. .
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I Attics with Storage: 30 psf �ABU44=(Prod.Code-FL474.21)Simpson AD 44 Adit-.;table Standoff Fbst Bass 5/8'Anchor wl(12)-16d,nails-Capacityt 2200 lbs. . � -
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----1-_,",7-,�-,--,�,-�-.��.-i-I"-..-,��,�-.��.��------............ I_1.-.__-___�-111-�-11��,,�,-�.-".--"".--"�-,--r-�l-.--,.T.�l-;--.�..�-.--..-"-,-.:.�-�-,-.______....- I . . �
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i Attics without Storage: 1 0 psf HEATHING: tABU66=(Prod,Code-FL1725.1)Simpson AP66 Adkistable Standoff Fbst Base 5/8"Anchor w/(112)-116d nails-Capacity.=2300 lbs. . � i Z I__ <
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� Floors/Stairs: 40 psf Fasten i thick sheathing w/ 8d common nails oh 6"O.0 12"O.C. & intermediate supports. _11-1---,--.-.-,�"--�,�l-,-.----,�1-11--l��1-1--�,,�"--,---"-I I "-.1-1-..__�_,_��__,_�__L�----�_�t I I I ; I LLJ
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� CAST-IN-PLACE CONCRETE: shall have a compressive strength of 2500 psi at 28 days. cing to YO.C. around all openinge.;. Use ? edge nailing in the lower top plate on all exterior walls. I - I � I . � li . , � � �
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-_1-111-11-1 - _11--11_�__I I I- - I—- _ 11_�_ -IIJ �
i .1111------11-1-11. - . , ,,, 4 - --"'-�-.�-"--�""r-,-"---,-:-,-,! 1--ll.--.�",-.-.�-�l---�1--�11--�,���--��,.---�,�--.! LL U,
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� SW-3 indicates 3" EDGE NAILING is also required at the bottom and side edges of the sheathing. '.�-.,-,-..",-,�..'�..,--.,��1.111I 1-1-1 1.111.ul� --.1.1-11...1-1-11.11-111 _........���L.,�ll,�--�i'-"-�,�,--%�.�,.�-�,�..""��,,�..'�-�,,�ll,,�-1.��,,��,,�......_-1-1.11 �Q---1-11_...U__ ,
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i NITS: shall be hollow unit masonry in accordance with ASTM C 90 and shall have a minimum ' ' I . � . I ; 4 I I I . i .� I � � : 17)"
; ',-��,�--�,-�-,.,-,,-��.'r�-'�,.-�',�.......�l-l�4-,-I--l.-I--l.-L'I'�.-"'-"�.' 'Ill�-.-' � � i I . :�L T_
I ''I�--l""I'l-l-,�,---"-,-,-,-.,-,�-.�-��-�A-�--,-,�-�-1-�h-,--,�-,�.�,,-,��7-.-,�-,,-,-,-,�--,;-.-,�-�;�.-I-�.-�-�-�.--,..---�;-.--,�-�--,
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i SW-2 indicates 2" EDGE NAILING is also reqi.iired ut the bottom and side edges of the sheathing. I I i .� . I 11 . � � I 1 . . . W
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-.1-1-1-11-11-1-1...11-1-11------4.........................�....... ,�--l"�ll.-I.Il.-Ill.,-�ll.-��.,��"..'�-"���.,��--""��-1-����.1-�.,.-�......�_.__11.__._.1_-1 .
� net area compressive strength of 1900 psi when using Type M or S mortar (ASTM C 270). Where stucco, brick veneer, or hardiplank lap siding,�,3r interior shear wall indicated, underlay with 7/16 " Rated sheathing fastened I I I 11�1_1;1 " --1-111-11r-1.1-.-'--........�__-.''_'__"__'_'_`. U
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i ICC44=(Prod.Code�FL1218.12).Sirrpson QCt 4 Column Cap wf,(2)5/8"bolts in brh&,(2)5/8"Wks in I postw Ca* city=1465 gos. � � . � ; M
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I I . In accordance with ACI 530, the 1900 psi block in combination with Type M or S mortar rovides a design compressive w/ 8d nails. Unless noted as above, space nails ,.A, 6" o.c. edges, and 12" o.c. intermediate. 1 . � . . _,.__� -
I = 5 � � - _
i p �CC66=(Prod.Code-FLI 218.18)Sinpon.M�,Colurrin Cap w/(4�516'bolts in bm'&*(2)5/8"boks 6 post-Capa city 4046 lbs. I � I I � -
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I .1�'ll"�...,-�..",��.-��'Ilzl�-,-11. .1-11-1-1-1-I.-I-1-_-..11.-_._1---_,,-,�,,�-.��l�-,,-�-,�,.��-��,,-.�,-.�..,�,�.. ,
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i SLrength (f'm) of 1500 psi. -7 � . , � � ; , . � . , I � � � ! I �� .
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i ROOF SHEATHING AND DIAPHRA�)M ATTACHMENI 'Hoiddovms i I I i i ___,_11____-----r--------F-----,-----I--__1ie_1__.4
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i GROUT: The grout shall be in accordance with ASTM C 476 and shall have a maximum course aggregate size of 3/8 " - , ----1_-1--- ------_-1-__-1-_-._. .111.1 -__--1.--1-_--1'�,�-�-��1.11�.11-1�.;-,.-.�..;-.--�;-.__�___;_,,,_.___.;__.0�11--1;----.__q.;-.__11r-111
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i 11 Enuedded Anchor wl(9)16d nails-Capacity=N310 lbs.i I . �� � . i
Use 1/2 " Rated sheathing fastened w 8d nails &�' o.c edges, 6" o.c. intermediate. �PA51=(Rod.Code-F1.474.3315)sirypson PA�' , � , . � I . I I ,: .
_11--1.1--1�-1111,�-.11,�-"-",�,,--,-.�,.-�"..-�-�"..-���ll.�,.�-,"I__11 . I � �11 � I� I :�-------__�
� ___1 11, --_1-111 -11, - -.,-.--" _�
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i placed at an 8" to 11 " slump and have a minimum specified compressive strength (,f 2000 psi at 28 days when tested in � I .! I I . 3 1 . r I , � . ; . I
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-1111.-11____......1I� I . I .
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I accordance with ASTM C 1019. Ep .. . I ; I . � i � �.......:" ; Z
FOUNDATION AND SLAB NOTE',:7�. 'k �SET=(Prod.Code-FL402.3)Sirripso . � I I ;
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i REINFORCING STEEL: shall be ASTM A615, Grade 40 ,AT=(Prod.Code-FL2304.1)Simpson Acrylk� �ie � I I I 'I ! � � � ,, � � I . I � $
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i 1 . 6X6 W1 .4 X W1 .4 WWF TO BE PLACED IN THE P,EN�FERI OF THE SLAB. WWF SHALL BE LAPPED 8". THE USE OF . � � I I �, . � � . � � . ,� . � I -_
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! shall be ASTM A36. - . . I .__., I 11 �1-1-111.---,�11--",!-,",.".--�,-r.,-�.-.,--,�""-",�,.--��,,��-�,,,,-,-,-,-�-,�l-'-"�---''�'-"--,""",-,- .
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I E ALLOWED IN LIEU OF Vv.!�� ,,- VAIMUM FIBER LENGTH = 1/2'. -Coiled Straps I � .F e . �I . i
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i� STEEL PIPE AND STRUCTURAL TUBING: (Grade 8) CS20=(Prod.Code-FL 1 901,61 Simpson CS2�'�C� .Coiied.Strapwl(18)8d nags-.Capacfty,=imo Ibis. li . � . I � . % (-) >
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i �--�11 -"- 1-1 1----1-,,- I 1-1_'1-_-1__--1_-1-11-1------____��___I---1 1-1-3 1 __+1____1______ I
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i 2. SLAB THICKNESS IS 4", UNLESS NOTED OTHERW!SE�01\1 THE PLANS. SLAB SHOULD BE POURED OVER A 6 MIL, � . � . 1 I � ; f; 11 I -1 -
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WELDED WIRE FABRIC (WWF): shall be ASTM A185. � 1111.� . .� ! . I . I. . .
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i � I - - VAPOR BARRIER AND THE SOIL SHOULD BE _�'_;,�E_Aj_ �) WITH TERAITE POISON PRIOR TO POURING. �ilu � U_. I � .i . . � I t . 1 . ., . . I �� - J , ; D:
� -- 11-11, --.11 _71111._�_ 1.1-1-1-1-1 ��,111111___�_............_,�. I , � i I � . I Z
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1� READED RODS: shall be in accordance with ASTM A 307 or AS-,:� F 1554 Grode 36. i Sl-� - "Irod.G�de-R.174384)simp,.oil S.", ,� ,�%te'rne w 1(6)1 W n'b 6 stud and(4) iod nails into t p plate-Capacity=05 lbs. -7 -7 C
i __1-1.11-� -1 4 0 � ,
11-1.11 �k�,_--�_--11- �-1. � - --_11--,--.",-.."-:--"--.�-,-,--.-,-.,---.,�l---,��-1-1�,�----,--�-,-,�---.-,-.--,l-, F
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1 3. THE FILL BELOW THE FOUNDATION SHOULD 9,T_- ,1,:-RL1E "OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY V'2��Pfod.Codfi-,FL474.3.851 Simos�,-,`� ,%��Flate tie w/0)10d nailt in stud and(6)10d nailshto top plate Capaco"-605 lbs. ; C/� 0 <
i WASHERS: shall be in accordcnce with ASTM F 436 Grade 36. - _"___1111_w��-� iz____,��'!:��, '1-1-11---,----�---,--,-�"-,--,-,-----�-1-1-11�11--l"-"-"--.-",�,--, ___1___�1_1-1___.1_1!
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i I I �s Rod.Code-FL474',zAA';!*!7N"%48114�_,AdFlapte Tiewl M 1061.5"nails in stud . I LL
; OTHER DELETRIOUS MATEf-1,11AL. SOIL MUST ` ' "'Ot',vii'ACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR I i�=i I I -Capacity=760 bs.
� " ---11-'�"-L , f�4 .- ,,,,,, - - . � -I'
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NUTS: shall be in accordance with ASTM A 563 Grade A Hex. TWO FEET BELOW THE BOTTOM OF THE FOOTiN6. I = � I ) Lii rr
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i I SPH4 Md.Code-FI_5A,��1��,ivsoo,,*- �"ts-T��,w/(110)10dxl.5"nails i stud-Capacity=1065 ibs. : �
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i "k, �SPH13-(Rod.Code-FL538,35)Sir'pson SF� ,.'�;�Fiate'riew/(10)10dxl.5*nags in stud-CApacity=1065 lbs_ I ! �, . : . �
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i ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTA� �_ATION ONLY): * ___,__._______......-.11-1 -,",-11 -I-1 I . �.-��Ill"",-.."�,�.�-�.,-".,�...�-------�-,---...�-�--�-,.-�-.�,,�-..�.--,-..--�-.--,�-,----., _ . . .; . /. ,
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i : 4. VERTICAL AND HORIZONTAL REINFORCEMENT WI1_L BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. .SS,-'=(Prod,.Code-F1.142.5.21)Si!rpson c'31" ,!�6 Stud Nte Tie W/(4)10d naus.in s i--_�_' . '.----'I-7:" . � �_
! ; . . . . . tud.(1)I Od nag into top plate� i. . . � . .� , , I �
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i * Simpson Strong-tie Co., Product: Epoxy-Tie SET � _,_-,_,_1,:-_,Ir--- I I . 1 _�_ , . � I . , �-Ir�-__-�_____k 1___________1 -_
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i 5. CORNER REINFORCEMENT SHALL BE LA 1 11 . . �
I * Simpson Strong-tie Co., Product: Acrylic-Tie AT : I Fra.,ningAnchors I I �� . . i I s � �
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n L"i raming Anchof-Capacity=,670 ft'. . � I, , . . ? . i- .
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;LTP4=(Prod.Code-FL474.258)Sirrpso. ! I I I
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i . 6. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; �___...__1_111__1, '_..'_ _1111�__11-1.11. ......�---�i..-..�""-.., ...-,�l.--,�l-l��.,�.-�� I I i . , � = 17-
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- �A35=(Prod.Code-FL474.4)Sin*on A35 F ,f-�.�roor-Ca,--rdc ity=450 lbs. . I � � , �I . I . �_
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i 2" FOR CONCRETE EX I . I I 11, � I I . � '
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i �11__-1111,________, _-, �_- ____ -.1-1 I I 1�111. �I 11-1 1� . � . ; � I ! I �, , 3 I � :
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i TO WEATHLEP OR EARTH FOR THE PRIMARY REINFORCEMENT. ,'LTT20B=(Prod.Code-FL474.264)Simpson,-�'Pri Tension Tie w,/1/2' Anchor and(10)16d nails-Capacity=1750lbs. ' I �
Z�...��,-.",--.�.11�-"-".,-�-..,,�,,-,�,.,�,-�.,�._,_,,.'��l-.,.,,--l- , .-�-1.11�"-.".r�,-,,,_;-",�.,�_;�,,,,,.,-�-""..-�",..,.-�-.,.�l-,,. � -
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! . --1-L--'-I'I--I,,----I-_.......-___1-_1.1._-1-.-_;
I 7. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY THE ARCHITECT SHOULD BE USED FOR FOUNDATION I I -
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J - CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. ,I
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