128-4 Seminole Road 12 �
C�
--fir
-- �l
5TRUCTURAL NOTES: MARK 0 KEY MARK O ELEVATIONS
APPROVEpBEACH
C.1 �
q1Y pF A!L""C C.�
1: IPC SEMCO R5150 STRAP FROM SECOND 1: GABLE VENT eut�tN° °�'tC� r �+
FLOOR STUDS TO FIRST FLOOR STUDS 2: FIBERGLASS SHINGLES
032"O.C. (TYP) 3: SIDING APR 02 2 02
2: 1 PC SEMCO RTPGA824 STRAP EACH SIDE 4: 1x4 TRIM
OF OPENING (TYP)
3: 2 PC SEMCO RTPGA824 STRAP EACH SIDE 5: Ix4 FRIEZE _ {
PF OPENING (TYP)
�-,
4: 3PC5 SEMCO RTPGA824 STRAPS EACH SIDE City of Atlantic Beach
OF OVERHEAD DOOR OPENING
Man-* and Z *q Deperb w O O
app
TNta tpprovat vrrMka eanpMrroa w1applicable
5: 1 PC SEMCO FTF42 EMBEDDED STRAPS EACH SIDE =oninp, subdivision and other local land Qo
+ development repulations, but does not constitute
approval for the lasuanos of permits. Compliance
with Florida&MkV Coda and all otMr applicable
tical. Stab and F I pamrittinp roquiroments y
must be vartltsd re of the C of Atlantic
beach Frta M the of a
ApplMd am velloprWid C0
Claim
a-vl 1
GENERAL NOTE:
NOTED DIMENSIONS TAKE PRECIDENCE OVER SCALED DIMENSIONS.
01 1
NOTES: MARK O
1: DISHWASHER
- --
- =- --- _--- --.____—:�--- _ __- - - ---------- -- - -- --�------- - - 2 DOUBLE SINK /DISPOSAL
3: 3636
"x " PASS THRU
4: RANGE /OVEN W/MICRO. ABV.
5: REFRIGERATOR
=n1 6: MEDICINE CABINET
7: WASHER
8: DRYER
9: PONYWALL @ 42" A.F.F. EXTEND 6" BEYOND FINISH FACE OF TUB.
10: TUB/SHOWER
-
0 _� .�(� 11: HOT WATER HEATER
O _
r % 12: H.Y.A.C.
13: COMPRESSOR
- I �� )- -----AJ
14: 36" FIRE PLACE
/�, c�. �,�,�4• 2 4 �S I 15: 2'-0"x2'-0" ATTIC ACES5
WINDOW SCHECULE MARK
. � I . ..--- ------- -- _4. —. -- `4 - •�� 1: 30505H
- C� _� I - 1 I 2: 20505H
3: 20305H
X11.
4: (2)30505H
I _
5:
30305H
6: 2010 FIXED
7: 3010 FIXED
C t �J it I• 8: 3010 TRANS.
+—v--� �i./���,• /�rji /�C-r l!.• — 9: 36 DIA. ROUND
c�. C4-Icy U
DOOR SCHEDULE: MARK
A: 3068
2868
C: 2668
D: 2068
Ilk
N I I I E: 2668 POCKET
F: 6068 G.S.D.
G: 16'x7"GARAGE DOOR
�� iS I� � 2 ll_�rall 2t- I .� ,�I I� __ .__—._-: I• H: 2068 BI-FOLD
`t" ----- -------_ _ ..-- ---- -- -------------- - ---------- ----- ---- -..__�}.. i --- I: 50615131-FOLD
4 .�I 2 1, 1� ���- �J J: 2065 POCKET
• _ I I 1-�II-----. - - --- --- �i----�II ---2 1_-8 11 4-
---' FL /�Q
A17EA TADULATIO
N
- ALL 5QUARE FOOTAGES QUOTED ARE
A'PPDXIMATE AND OVER ALL DIMENSION/4I ��I i
ARE TAKEN FROM OUTSIDE OF WALLS.
�i
FL
--- -- - . ----- -- ---- --�_ �_- -- =- -- ------ -- -- ---._ . I" OOR 1140
d;
2"" FLOOR 1040
( O J TOTAL CODITION 2180
GARAGE: 461
TOTAL ENCLOSED 2641
�
sU
Fill
- - _ Y _ HEADER SPAN TABLE AND STUDS
��F -t `� - r� .� — - ���t�( �\ - HEADER WINDOW/DOOP. 2x4 JACK 2x4 FULL
11 1 1 1 5YP #2 MAX OPENING STUDS HT 5TUD5
L .,.tom !
(2) 2x8 3'-0" 1 2
NIZ,
_ L. ._ (2) 2x8 5'-0" 2 2
-- , w i --- ----- - (2) 2x10 6'-0" 2 3
(2) 2x12 W-0" 2 3
..- '- 11 - :11 1�►_ 111 N � ; � �, �
�� ------: - -- - _ NOTES:
-- -- - - - - •_ __-- -- .( �l• ---� 1) TYPICAL HEADER 5YP No. 2 UNLE55
NOTED ON PLAN
I � I 2) NUMER OR JACK 5TUD5 AND FULL HT.
5TUD5 EACH 510E OF WALL OPENING, 2x4
• \V. Imo ' — SPF No. 2. UNLESS NOTED ON PLAN
yyMt-
If
3'
s NOTE: KEY MARK 0 TYPICAL WALL SECTION
UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION
PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION 1: FASTENING AS PER STRUCTURAL
SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP CONNECTION SCHEDULE
SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE 2: Ya"CDX PLYWOOD OR 7/16"OSB ROOF SHEATHING
OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL W/8J COMMON WIRE NAIL 0 4"O.C.EDGES
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, G"O.C.FIELD.DECREASE SPACING TO 4"O.C. I2
UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL WITHIN 4'-O"OF GA13LE ENDS.
STRUCTURAL SETTLEMENT. 3: FIBERGLASS SHINGLES ON 30# ROOFING
HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH FELT OVER Ya"CDX OR 0513 SHEATHING ON G1 ,
THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL PRE-ENGINEERED ROOF TRUSSES 9 24"O.C.
' BE RECOMMENDED BY THE SOIL ENGINEER. 4: CUP FROM DOUBLE TOP PLATE TO STUD,SEE UPLIFT CONNECTOR SCHEDULEA
IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL " OF NE:cT 5 HI II
�, --.- —
' BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: EFT � f' •
THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE 5: R-30 INSULATION w/2 POSITIVE AIR SPACE _
SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW UNDER SHEATING
FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE 6: Ya"SHEATING
OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER 7: VINYL.SOFFIT
THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED e: FRIEZE
SHALM BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS 9: (2)2x4 5YP NO.2 TOP PLATE C14
11
tV •I ( AT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO 8E IMPLEMENTED 10: 'SPNsl�
," gsoy`: C�_3'Z"0•C•
lb � I PRIOR TO COMMENCING WITH FOOTINGS WORK. II: 14"GYPSUM BOARD
12: 'Ys"T&G PECK,GLUE AND NAIL w/10D I ( Q
COMMON NAILS 6"O.C.EDGES 6"
O.C.FIELD
13: PRE-ENGINEERED FLOOR TRUSSES
NOTES ON HOLD DOWNS AND ANCHOR BOLTS: 14: 4"METAL DRIP OVER 1x2 OVER 1x6 FASCIA s,
I �Q �� 1v V I `•�� 1) FOR EXTERIOR WALLS, USE 1/2" DIA. x 10" " 15: 2x4 SPF #2 STUDS 016"O.0 � • .
/ LONG A36 "J—BOLTS FOR ( I
EXTERIOR WALLS OR 1/2- DIA. x 8" LONG EXPANSION BOLTS (UNLESS OTHERWISE 16: (1)2x4 SYP NO.2 BOTTOM PLATE
NOTED) .FOR INTERIOR BEARING WALLS. 17: FLOOR TO FLOOR STRAPS LSTA�6,"SI1vlPSONi (�32 Q•C•
i
2) FOR SPACING OF BOLTS, SEE FRAMING SCHEDULE TITLED "TABLE FOR RESIDENCE i
N STRUCTURE SHEAR WALLS FRAMING" ON SHEET#q 18: 30L6.FELT OR TYVEC UNDER SIDING ON LOWER AND I
UPPER FLOORS
II I I V �Q Y J) ALL BOLTS ORS SHALL HAVE 2"NUTS FROM WOOD.DIA. x 1/8" THICK STEEL WASHERS TO SEPARATE 19: 701 WINDOW TAPE ALL SIDES
I
V'
� � 20: 2x4 SPF#2 STUDS 0 16"O.C.
• <,�-:11 � :IZ NG:.l� I :I �a�Y3tr Cp t �
_ _ 4) ALL INTERIOR CONCRETE FOOTINGS, OTHER THAN THESE MENTIONED ON SHEET#6q 21: 2x4 P.T.5YP NO. 2 SILL PLATE w/1/2"x10"ANCHOR BOLT
"
�) IE± AND ARE SUPPORTING BEARING WALLS, SHALL BE ANCHORED TO THE SOLE PLATE 0..}$ O.C.w/2"x2"xt/8"PLATE WASHER OR S� sff� WfIL1.TABLE OF S"MTS-Z
t1 y OF THE SUPPORTED WALLS W/ 1/2" DIA x 8" LONG EXP. BOLTS ON 48 O.C. 22: r-13 BATT INSULATION
- I 23: SpN,"SIrAPSON`; .-na 3Z"O•C•
I 0 24: 4"CONCRETE SLAB ON GRADE w/WWF 6x6-WI.4xW1.4
OVER 6 MIL VAPOR BARRIER ON COMPACTED FILL
—T • -- — - t�00F PLAN � -- _. _ ._. . 21 •
25: 2p' x 20" MONOLITHIC FOOTING w/2-#5 CONT.
SCALE: Y+"=1'-p" -#26: IG"X 20" MONOLITHIC FOOTING w/25 CONT. UO
�1- 67i
I c^_-U
_
I 3
WALL SECTION
SCALE: 3/4"=1'-O"
O
- 70P
1
<t> "
C. i _ �-
V I �) KEY MARK O FOUNDATION
�(� TYPICAL WALL SECTION
"- " ,
SCALE: 3/4 _1-0
O
I I 2: "J x12"w THICKEN EDGE w/( 5 CONT.
i 3: 12"X20"MONOLITHIC CONCRETE FOOTING w/2#5 CONT.
_ I 4: 20�J Xt w THICKENED EDGE w44#5 CONTINUOUS
5: 4"CONCRETE SLAB ON GRADE w/6x6 W1.4/Wi.4 WWF
OVER 6 MIL VAPOR BARRIER OVER TERMITE TREATED
COMPACTED FILL
w1-c�I I-C>II 2 (c�i1 I II
do
FOS,�._IlAT_ !(?Nl IPL MI
O .r..,
:� v�
n � W
Fri v� •.-�
O �
� O
CAD FILE NAME
LOT VZS.-, •, SEt mne RD,
g •
ATI.A NTS G IEA CH , FLORIDA DRAWING NO.
DRAWN BY: APPROVED BY:
APPROVED BY: LJG SHEET NO.
DATE: W at. LOUIS BRI P.E.
SCALE: AS NOTED '3�8 �d� .�, OF
TABLE FOR RESIDENCE STRIICTURH SHEAR WALLS FRAMING
j ~ t r 2•_ � t? r SHEAR WALLS
j�,�a't �, J2 F�., � , ► z, Gia .�.,. :.� C l�'r�., ' r>t�nz�INo TAels �e ae�zleaan' aeeo
�f .1 FOLLOWING CRITERIA UNLESS NOTED 0THERWISJ3 IN T8$ TABLE �$ '
A) WOOD SHEATHING TO STUDS NAILING SHALL no SD COMMON NAILS. I
V- 1 rB)2aGYP.g 8D. TO STUD8 �N IL= 0 13HA.LI BE Sd A 6d.COOLER NAILS FORBD THIO$
_ . C) 80LB PLATE-SLAB ANCHORSBHAT�I, 88 1/3'� DIA.Z1�! LONO ]136 J-BOLTS
:,ro FOR ETERIOR WALLS AND 1/2" LONIi EZPANBION BOLTS FOR'! _ INTERIOR BEARING WALLS.
F i 3 DESIGNATION
AEQIIIRED MINGLE OR HBEATHIN(i WALL SOLE PLAT13
1 ,
I' ! SHEATHING DOUBLE TO STUDS TO SLAB ANCHOR
EATHING NAIL SPACINfi BOLTS SPACING
7/1
k7l
1(0"Os „ 9L ,
�
I + c G o
r �. f t F i I .I• _ ADDITIONAL NOTESLoc
:-
3 ! I .r �� i' ' -Rc SHALL BE AN 3 INDICATE LOCATIONS OWHERE TWO STUDS
1. SPOTS CLOUDED AS
L' i ,f �,, \ ANCHOR-ED AT BOTTOM W/ (TWO) S�J�_+`, SIMpSoW , EACH
.�/ / ,,.._ NAILED WITH (10)= lob x 112- NAILS.
--
• i.F .. _ ... ��� ; is• � � � . ��- _-.,•h\-•_-.r._ ..._.�.. - � 1 2. SPOTS CLOUDED AS 2'
INDICATES LOCATIONS WHERE JAMB
�', r - . {, ` /; • , I, ... STUDS SHALL BE STRAPPED AT TOP AND BOTTOM PER DETAIL �� B
�.,.� OF SHEET .
WIND-B R DEB TABLE 1606.1.4
O NE RIS PROTECTION FASTENING SCHEDULE
1 ! I �.�, t ,�• 3. SPOTS CLOUDED AS INDICATES LOCATIONS WHERE WOOD E
f �7 i ,` �r r POSTS SHALL BE STRAPPED AT TOP AND BOTTOM BOTTOM PER DETAIL FASTENER. FOR WOOD STRUCTURAL PANELS
6 A 6 OF SHEET #
�.�
TYPE FASTENER SPACING(in.jlr2
IL
—' �a
Panel Spans 2 ft
4 SPOTS CLOUDED AS (23 2ft<Pa
INDICATES LOCATIONS WHERE Panel
_ `'jf�(YIJ3 Span 4 ft<Panel S
:l x 1 ;
STUDS SHALL BE STRAPPED AT �- 2.12#6 < an
l �sOTyOfM !fi►/ L"r"Si� �1 bDl� 44® Wood Serew3 4 ft P 6 ft<P
� F P ,I .( .: s X ? � r N°'� 1.�•DO�1R1 2 12#8 16 16 <6 ft Panel Span
Wood Screws3 16 12 <aft
`' S
�!. ' Double-Headed Nails4 16 9
�%N 5. ALL EXTERIOR WALL OPENINGS 12 16
OTHER THAN THESE MENTIONED 6
IONED SI. 1 inch=25.4 mm I.foot=305 mm q 12
ABOVE SHALL HAVE THEIR JAMBS STRAPPED TO THEIR HEADERS AS s
SHOWN ON DETAIL IV E " OF SHEET #5 Notes:
This table is '
based on a maximum wind speed of 130 m h 58 m/s and mean roof height o
I 6. ALL EXTERIOR WALLS SHALL HAVE THEIR SUPPORTING STUDS 3. Fasteners shall be installed at opposing ends of the p ( ) 8 f 33 f
Where screws are attached to mason God structural panel, feet(10 m)or less,
STRAPPED TO TOP PLATES AND BOTTOM PLATE W/ M 03]6L N p• $P>} ity of 49016(2180 kN), masonry or masonry/stucco,they shall be attached'Sing
,
----- !' ♦ SIM SON i ON 32 �� O.C. NAIL STRAP W 1 'Nails ngvibra6on-resistants
/ (10)— 10.1 x 1 12 NAILS. 0d co anchors common or 12d box double-headed nails. how�v1°g a minimum withdrawal capac-
.� 3 j f , J 4- 3 , �. ._\ i 7. ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING
�..S 1 ! WALLS AS SHOWN ON SCHEDULE IIASI ON SHEET
oe4_
. 1 �- ,��' ����. ����-1�� �>�,��- � r Q$ �.�.� - �'��" ®F �������F� .•' SCHEDULE » -
EDULE A
ROOF TRUSSES STRAPPING SCHEDULE D
�,w ,•, � �� Lir. �GOS t. �' � - ULE '
Roor 5war W cis seta, ptoor CCS Flow-. moo:. --_ . OF TO TOP PLATE
GiRMS T� g E BEARING WALLS (PRE—ENGINEERED FRAMING)
'n,
{3Y Cly! TRUSS- ERs S N o. OR
UPLIFT TRUSS TO TOP
DESIGNATION * (Ibs) PLATE OR TO STUD STUD TO STUD TO
. TOP PLATES SHOE PLATE
ALL TRUSS ENDS
EXCEPT ONES
OUTLINED BELOW 0-455 H5 "SIMPSON CUPS
1 f' SIMPSON SPH ON 32" O.C. "
"
-----�` /( ) " SIMPSON" SPH ON 32" O.C.
• - - _ ��''�-r�GZ r "
NAILS W 10 lOd x 1-1/2 NAILS NAILED W/(10) lOd x t-1/2,•
G` 456-763 "
HS SIMPSON CLIPS "SIMPSON" SPH ON 32" O.C.
NAILED W/(10) 10d x 1-1/2" NAILEDOW~ SPH ON 32 O.C.
ff NAILS NAILS /(10) 10d x 1-1/2"
—
FL— it C-O r A03t+�G�
(2) MTS20 "SIMPSON" EACH (2) *SIMPSON* SPH NAILED ONTO
-_ 764-2000 NAIL (2) "SIMPSON" SPH NAI
W/ (1�) tod x 1-1/2" NAILS (2) STUDS, NAIL EACH W/ (2) STUDS, NAI LED ONTO
• (10)-10d x 1-1/2" NAILS (10)-10d x 1-1/2" NAI SCH /
(2) MTS20 " "
} 2001-2910 SIMPSON EACH (4) SIMPSON" SPH NAILED ONTO
NAILED W/ (1 q) 10d x 1-1/2" NAILS (2) DOUBLE STUDS, NAIL EA. (4) "SIMPSON" SPH NAILED ONTO
PLUS " (2) DOUBLE STUDS,(2) H5 SIMPSON W " DS, NAIL EA.
/ (10)-lOd x 1-1/2 NAILS W/ (10)-10d x 1-1/2" NAILS
Jtj 11 -- --�.r.- 2911-6425 HGT-2 "SIMPSON' (4) "SIMPSON" SPH NAILED
ONTO TWO TRIPLE STUDS
.jN/A PLUS (1) "SIMPSON' HTT22,
NAIL EA. W/ (10)-10d x
` 1 1-1/2" NAILS
__.
* = SEE TRUSS ENGINEERING BYrrorr(,tR�FOR TRUSS DESIGNATION.
TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING(SeLOv1d FL001.)
THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING
CRITERXA UNLESS NOTED OTHERWISE IN THE TABLE:-
A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8D COMMON NAILS, B) .
' GYP. BD. TO STUDS NAILING SSgLL BE 5d i 6d COOLER NAILS FOR 1/2"
\ A S/8" THICK BD. RESPECTIVELY, OR 1-1/4" TYPE 8 OR W, 16 SCREWS
• FOR EITHER BD. THICK. C) FLOOR TO FLOOR ANCHOR TIES SHALL PRODUCT
CODE. FAP18F , "SEHC0' , ANCHORS. SEE TABLE BELOW FOR SPACING.
Oh DESIGNATION REQUIRED' SINGLE OR SHEATHING FLOOR TO FLOOR
SHEATHING DOUBLE TOSTUDS ANCHOR SPACING
o
• SHEATHING NAIL SPACING
• ���• 7�1�"osB SINGLE (�"l�`' /�//A \ _
• c�LocltEa)
U U
C6> 7/I�" osr� SINGLE - OIL" AIIA
�� C�I.oCI►.� �
G
7/1&% 051
3`M N 1A o
ADDITIONAL NOTES:— U
' 1) FOR LOCATIONS CLOUDED AS �—�✓ , USE (ONE)- MODEL NO-
sl MPSOA1 r FLOOR TO FLOOR•TENSION TIE.
�a 2) FOR LOCATIONS CLOUDED AS ��-•:� , USE 0-00 11-010-DEL N O . O 0
0" - — �'
ii.S`I-(�3(0 ♦ "SItA f f(IO; FLOOR TO FLOOR TENSION TIE.
3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED CAD FlLE NAME
AT TOP AND BOTTOM AS SHOWN ON DETAIL " �a OF SHEET i�` _.
LOT UNIT{ , SEt twe RD. r
4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL Mo SH N o_ E e 36 A.f l.A N� G QUA Ca , FLORID A
SIM P Poo" . SPACED ON $y'a O.C. .-SEE DETAIL 11j" ON SHEET ri0. � DRAWING N0.
FOR COMPLETE VIEW OF THE REQUIRED FLOOR TO FLOOR STRAPPING. '
DRAWN BY APPROVED BY
APPROVED BY: LJG SHEET NO.
DATE 3/ oL LOUIS BRI P.E. ,
SCALE. AS NOTED ~ OF
3/BOd'i
. 'F
r
*** ROOF TRUSS ROOF TRUSS
DESIGN CRITERIA 1. Live Loads SCHEDU \W N
LE "C"
Roof 20 #/sq. Ft., Floor .40 #/s9. Ft. RECOMMENDED STUD SIZES AND SPACING
WALL PLATE HEIGHT STUD SIZE SPACING x 1t�s-�?i�✓s per S I+ct # �
x
2. Wind Loads x ,
Three second Gust Wind Velocity Per 2001-FBC. _120 MPS 8'-0" THRU 9'-10" 2X4 16"
aposure^ B^
I (Importance Factor) =1.0, Wind Sx
10'-0" THRU 14'-0" 2x6 16"
3. GCPi- (+)Or(-)0.18 ( Enclosed Building), Components & " " " � LSTIi 3G,"51Mf SOI)i
Claddinging pressures: Roof- 50.1 psf, Walls= 34.7 psf 14-1 THRU 18-6 2X8 16 S�Rr
SPH "SIMPSON"
GENERAL STRUCTURAL NOTES: � 19'-0" THRU 22'-0" 2x8 12" SPH" SIMPSON"
1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 2x10 12 (S
REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF �c** = THE PLATE HEIGHT REPRESENTS THE VERTICAL
CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE UNINTERRUPTED SPAN LENGTH OF THE STUD.
WITH ALL APPUCABLE CODES AND REGULATIONS. IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING
St
LATERAL LOADS TO SHEAR WALLS DOES EXIST, LSTA836 "SIMPSON" `12, �� •„�O� j
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR THEN THE SCHEDULE SHOWN ABOVE DOES NOT
SPH "SIMPSON” 147T2L,uSV+ eSu0i
TO COMMENCING WORK. AP
(1f1AY 016 VSEZ 114 Ll" 0�
3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, GM i;6�FU s' P
ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D"
BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS ,
.,
EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) �2� pA5►. Stl Sorv`,
4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER'AND MAY NOT BE USED OR ( TtG 90WN5
REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET `_ :• " `' ' `: • : = : ;' ` :z •_ '
UP TO 3'-0" 3'-:1" THRU 6'-0" 6'-1" THRU 10'-0" • » +•' ~• '
D SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND r s ` S �0
5 ALL DETAILS AN ;, _: ,� `' CSM . L
)SHALL BE CONSTRUED TO APPLY ETTOA SHOWN SITUATION ELSEWHERE IN THE WORK UNTEL * (3)-2x8's .(3)-2x10's (3)-2xi2's EXTERIOR WALL OPENINGS E ' `' ' �' .• "
EXCEPT WHERE A DIFFERENT
JAMB ** OF THE W
USE TWO (2) STUDS OF THE SAME SIZE AS THESE ALL BEING CONSIDERED - • ' � � � `
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED USE WALL OPENINGS F STRAPPING @ TOP & BOTTOM EXCEPT AT
FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING * = TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY. BE USED INSTEAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN DOOR JAMB
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. THE THREE (3) PLATES MENTIONED ABOVE. STRAPPING @ TOP & BOTTOM ON SHEET # OF THE DRAWINGS B
ANCHORAGE ® TOP & BOTTOM RIM JOIST OR BEAM
7 IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND **= STUDS -SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. (N.T.S.) (N.T.S.)
(N.T.S.)SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING
ERECTION. i
CONSTRUCTION NOTES: 1/2"Ox 10" LONG A-36 ANCHOR-\
/-#4
STUD WALL sx6xlo/to W.W.F. I sxsxlo/�o' W.W.F.
CONCRETE: BOLTS SPACED AS SHOWN RODS CONT. I ,'' ' `� ( I
ON THE SHEAR WALL TABLE 4" CONC. SLAB W/6x6x10/10 W.W.F. :': ?' - !-:-•••=- " ' T
OF, SHEET #� OR 48" O.C. I �-- - I EXPANSION JOINT I _ �.:•'r - LSTA36 "SIMPSON"
1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI WHICHEVER IS SMALLER) -`''�'` I - I —ITT - —I I~ °D - `' �•
COMPRESSIVE STRENGTH AT 28.DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. ( -= _
/ -I - (2)-#5 RODS CONT.
`rt z-� - ;,; I RECESS SLAB 3 4"x 10" WIDE
& ORGANIC SOIL AND UPON EITHER THE SURFlCIAL SOIL OR UPON = : & TIED CONT. HOOKED AT GARAGE DOOR ^
BEAR BELOW DISTURBED I v : ,� . & TIED AT CORNERS
2) FOOTINGS SHALL �_ � .
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 959 OF STANDARD PROCTOR MAXIMUM •1 6 MIL. V.B. OVER CLEAN, '••:�• i MIN. 18 POST STRAPPING ® TOP
DRY DENSITY (ASTM D1557 FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. 48" (MAX.) OR I F ( INTERIOR STEP DOWN DETAIL
WELL COMPACTED TREATED FILL j _ _ _ _ _ (N.T.S.)
CONSULT ENGINEER 6x6x10/10 W.W.F. — — — — — _ _ _ _ _ -.
3) BEARING MAT102AIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, I -12"-•.� i
WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING 'N #4 RODS VERT. ON 48" O.C. & AT CORNERS. - ---- . WALL SOLE PLATE SHALL BE ANCHORED
LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED VERT. RODS SHALL BE HOOKED 6" INTO �. •s' '. :� TO SlA6 W/ 1/2"v� EXP. BOLTS 6"x 6" OR 4"x 4" POST
I= I I I 2x4 STUDS PENETRATING AT LEAST 6 INTO
FOOTINGS @ BOTTOM AND 12 INTO SLAB TURN DOWN SLAB DETAIL t — "
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) - 00 z t i- ® 16 O.C. CONCRETE. SPACING SHALL BE "
4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, ® TOP. FOR HORIZ. REINFORCEMENT, USE I I �� a or*!-'**:; - r- " USE ABU "SIMPSON",
�- I ��'' �9 go. HORIZ. JOINT REINFORCEMENT EXCEPT ® GARAGE ... -I I I ® 48 O.C. OR AS SHOWN ON
ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST •EDITIONS. , t: (-�I I ON 16 O.C. (MAX.) I ( &2)TIEo AT CORNERS HOOKEDT. I sx6xlo/10 w.w.F. SHEAR WALL TABLE OF SHEET "
HORIZONTAL REINFORCING STEEL IN FOOTINGS SHAD. BE • ' I , I' I I t (WHICHEVER IS SMALLER). : ; DRILL s INTO CONCRETE
D L I �--12" MIN. 18" ( •, . A
5) ALL CONTINUOUS VERTICAL AN •"' , '�• ' - _!_�
LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS -�' ?� • • -�
OTHERWISE NOTED. TURN DOWN SLAB DETAIL �+ w', '•" :
f. I •� -; POST STRAPPING ® BOTTOM
COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. 20"(W)x 10"(H) CONCRETE FOOTING I I ® GARAGE I �•-•r3'� "'% .• ' •••'
6) THE MIN. CONCRETE /( )-# - (N.T.S.)
MAIN REINFORCEMENT ....................3 inches REINFORCED W 2 5 RODS CONT. _ •�-~'• � • ��
FOOTINGS (TO )• I
SLAB ON GRADE.......................................................CENTERED TYPICAL FOUNDATION DETAIL _ I (2)-#5 RODS CONT.
' MISC. FOUNDATION DETAILS_,(!N �--Zo� POST STRAPPING - A
7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR BLOCKING REQ'D. (N.T.S.)
CORNER BARS WITH AND
F LAP SHALL BE PROVIDED. INTERIOR THICKEN SLAB DETAIL TOP & BOTTOM
2X4 BLOCKING ® SHEATHING JOINT 2x4 OUTRIGGER BETWEEN OUTRIGGERS (N.T.S.)
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT 4" FROM GABLE END 0 48" O.C. /-HURRICANE CUP H-2.5 CONT. 2x4 SCAB FROM TOP TO
REINFORCING STEEL SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES U-HANGER OR EQUAL 0 48" O.C. BOTTOM CHORD TO SERVE AS NAILER 8d NAILS
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL 7/16" STRUCTURAL ROOF SHEATHING ; 2x4 BARGE RAFTER CONT. FOR X-BRACING 0 8' O.C. ® 4" O.C. �R SHEATHING
PROVIDE CUP FOR 400 Ibs.
9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR i x SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAR BOTTOM CHORD 4)-12d NAILS
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED I TRUSSES 0 24" O.C. OF TRUSSES (TYP) (2�j2d NAILS
OTHERWISE ON THE STRUCTURAL DRAWINGS. I FASCIA BOTTOM CHORD OF GABLE (( TOP CHORD
10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH -THE BUILDING CODE REQUIREMENTS _ 12d NAILS ® 8" O.C. END TRUSS x x x x -
x x = �4)-12d NAILS F(,6oR, TRUSS
� ON AND SPECIFICATIONS FOR STRUCTURAL CONCRETE 2x4�X-BRACING � e " -- - �)
FOR CONCRETE ACI 318 LATEST EDITION, 0 8-0 O.C. TOP CHORD OF GABLE END (3) 12d NAILS
FOR BUILDINGS" ACI 301. I TRUSS DROP 3-1/2"
DOUBLE TOP PLATE 2x4 SCABS LAID
MASONRY ( 2'-0" e e 1, x'" x x" "■ (MAX.)FLAT 0 24" O.C. (212d NAILS
HOLLOW LOAD-BEARING CONCRETE 2x4 SCAB CONT. TOP TO
. I MAX. "" a
1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, BOTTOM CHORD 0 8 ft. OPENING 2x4 SCABS LAID
MASONRY UNITS, TYPE 1, GRADE N-1. NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH FROM GABLE I 30" (MAX) FLAT AS SHOWN CEILING
OF 2000 PSI ( f m = 1500 PSI ). I I TW'• DIAPHRAGM BOTTOM CHORD
(, INTERIOR SHEAR WALL
2 MORTAR SHAM CONFORM TO ASTM C270 AND BE OF TYPE M OR S. CONT. 2x4 SCAB. FROM TOP TO 2x4 BLOCKING 0 48" O.C. 13ETWEEN TOP PLATES INTERIOR SHEAR WALL
I I BOTTOM CHORD ® X-BRACING " GABLE END TRUSS AND FIRST PLAN VIEW TOP PLATES NATION VIEW
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH 2x4 SCAB IF VERT (PROVIDE ADDITIONAL 2x4's AT COMMON TRUSS
6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. WEB IS NOT PRESENT ( VERTICAL IF HIGHER.THAN 48" CASE II - INTERIOR SHEARWALL TO ROOF CONNECTION
i ( TO FORM AN "L" SHAPE) 1� CONT. 0 24 SYP. LATERAL PRE ENGINEERED FRAMING (TRUSS FALLS ON ONE SIDE OF WALL)
WOOD FRAMING ( BRACE 0 24 O.C.
(3) 12d NAILS (TYP) I I BOTTOM CHORD OF ISOMETRIC VIEW INTERIOR SHEAR WALL w.rsa 8d NAILS
1) ALL WOOD FRAMING SHALL BE SYP 02 AND INSTALLED PER AITC AND TPI AND NATIONAL AT X-BRACING GABLE END TRUSS (3) 12d NAILS
" l,b'bR SHEATHING
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. SHOWING LATERAL BRACE TO TOP PLATES ® 4 D.C.
4)-12d NAILS �2)-12d NAILS
(2)-2x4 TOP PLATE GABLE END TRUSS ��) rn'}
2) ALL STRUCTURAL WOOD MEMBERS -SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: -PLATFORM FRAMING- _
CONT. 2x4x8' #2 SYP (N.T.S.) .x x x " :x FLAT ® 24" O.C.
SAWN LUMBER LAM. VENEER LUMBER NOTE: x4 SCABS LAID TOP CHORD
Fb = 1120 PSI Fb = 2,500 PSI UNBRACED LENGTH OF X-BRACING MAY LATERAL BRACE 0 24" O.C. 2x4 STUDS 0 16" O.C. 24" (MAX(MAX)
Fv -
90 PSI Fv = 285 PSI NOT EXCEED 10 ft.. IF LENGTH DOES 2x4 BLOCKING 0 48" O.C. _ __ TYP• __ (MAX.) FLOOR TRUSS
Fc1 = 565 PSI E = 1,900,000 PSI EXCEED 10 ft. ADDITIONAL SCAB IS REQ'D. BETWEEN GABLE & FIRST TRUSS X. x x: x. (4)-12d NAILS
x x x x x x x x BLOCKING TYP)
Fc = 1,455 PSI CUP 0 48" O.C.. CUP MUST --
E = 1,600,000 PSI PROVIDE A MIN. 400 Ibs OF SHEAR.
3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, �2)-12dP) NAILS �2)-12dTY NAILS
SPAN RATED AS SHOWN ON THE DRAWINGS. PLATFORM FRAMING H
xixx xx xx
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE GABLE END LSTA36 "SIMPSON" 2x4 SCABS LAID DIAPHRAGM BOTTOM CHORD
OR SOIL SHALL BE PRESSURE-TREATED. (N.T.S.) SPACE @ 32" O.C. BOTTOM CHORD " DIAPHRAGM
OF TRUSSES FLAT ® 24 O.C.
(MAX.) (MAX.) INT RIOI.RATES� WALL
TOP5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH
APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM PLAN VIEW ELEVATION VIEW
A-153-80. CASE I - INTERIOR SHEARWALL TO ROOF CONNECTION
6) ALL METAL CONNECTIONS AND FABRICATIONS-SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS.
FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED' TO ASTM A-153-80. PRE ENGINEERED FRAMING (WALL IS BETWEEN TWO TRUSSES)
SHOE PLATE
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. TWO (2) LSTA836
FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 "SIMPSON" INTERIOR SHEAR WALL TO FLOOR CONNECTION D
8) GRADE OF LUMBER TO BE USED
INSTEAD of SYP #z. � •; FOR NON-LOAD BEARING INTERIOR SHEAR WALL
(N.T.S.)
SCHEDULE "B" — MISCELLANEOUS FASTENING SCHEDULE RIM JOIST ,
CONNECTION FASTENER NUMBER OR SPACING RIM JOIST
t
�t
TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 TWO (2) - SPH "SIMPSON" STUD TO STUD STRAPPING
STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 NAILED W/ (10) 10d x 1-1/2" NAILS
DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C.
DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. ® SHOE PLATE
TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON t
CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG FA. EDGE 1/2"Ox 7" LONG
EXP. BOLTS MISCELLANEOUS STRUC AL DEA 0 CAD ME
PLYWOOD_& PARTICLEBOARD SHEATHING:_ LOT U%- UNIT o
MO 6" O.C. EDGES & THICKEN CONCRETE SLAB Y DETAIL UAC:14
' S�m�N �E ��
ROOF 7/16 OR GREATER 8d COMMON J
8" O.C. INTERMEDIATE ATLANTIC , FLORIDA DRAWING N0.
WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & STUD TO BAND JOIST STRXPPING FLOOR TO FLOOR STRAPPING
12" O.C. INTERMEDIATE * DRAWN BY: APPROVED 8Y:
FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & (N.T.S.)
12" O.C. INTERMEDIATE APPROVED BY: LJG SHEET N0.
DATE: W OL LOUIS BRI P.E.
*= OR SEE SHE
WALL TABLES ON SHEET#
SCALE;- AS NOTED $ �� 50F
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LOT COVERAGE TABULATION
LOT SQUARE FOTTAGE 6750 SQ.FT. f
HOUSE 1601 50.FT.
PRIVATE DRIVE.DRIVEWAY&WALK 1143 50.FT.
REAR PATIO&MECH.SLAB 279 50.FT.
TOTAL IMPERVIOUS 3023 50.FT.
PERCENTAGE COVERED (45.5%) .