120 Fleet Landing 24 x 9 addition2013 GENERAL NOTES
1 DESIGN LIVE LOADS
ROOF --- - 20 P,S.F
2, FLORIDA 2010 EXISTING BUILDING (ALT LEVEL 2) w
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION o
- BASIC WIND SPEED (MPH) 130 w Lr)
WIND IMPORTANCE FACTOR W CD
RISK CATEGORY TYPE II l_ N
WIND EXPOSURE B
COMPONENTS/CLADDING PRIESSURE <PZ,171) w V) L.r-
OPENING TABLE
0i
- ' oi
- MARK TZ TYPE MP/CLA 0
- --_ iN W ).
4Q...Q.
_ WI D 2 0 <31+6 � �
! - I ( ice. 4.05 WT,NDOW 2�3,U 4 8i0>` (� "��' � J
C 3068 DIOOR 29;0 <38.0 E- 4 A � .� .:
` • O O DENOTES 'END ZONE (�" a Z LL.I t\
_ I I INTERNAL PRESSURE COEFFIICIENT �.� LLJ W _ ,� E
OPEN N/A , _
PARTIALLY ENCLOSED N/A ,�, 0
\ V.
t - - ENCLOSED 0,18 ----- 0 N p C
3. MATERIALS (� ..
-1. STRUCTURAL TIMBER - PINE SOUTHERN PINE, GRADE MARKED N❑.2 a � '�-y
MEDIUM GRAIN, SURFACED DRY, X
M❑ISTURE CONTENT 197 Max,
TIMBER CONNECTIONS, AS SHOWN ON PLAN OR EQUAL TO ►Z U LL
SIMPSON CO. 'STRONG TIE' CONNECTIONS a • ,
OR EQUAL. USE MANUFACTURER'S U � -
RECOMMENDED GALV. NAILS. V) --1 n
V)
BOLTS ASTM A-325 W
4 FOR CONTRACTOR
CONSTRUCTION ALL DIMENSIONS, ELEVATIONS, ETC, NECESSARY Q
_
PROPE
F,6, Li�v�- AND ALIGNMENT OF THE NEW PORTIONS OF THE _
- STRUCTURE TO THE EXISTING STRUCTURE. THE CONTRACTOR SHALL VERIFY ALL
_- - MEASUREMENTS NECESSARY FOIR PROPER FABRICATION AND ERECTI❑N OF ALL
STRUCTURAL MEMBERS,
5. BEFORE PROCEEDING WITH ANY' WORK WITHIN OR ADJACENT TO THE EXISTING
"{ STRUCTURE, THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING
CONDITIONS, DURING THE PROCESS OF CONSTRUCTION. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING
STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE
NEW CONSTRUCTIDN AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE
(1 [ �+ WALL
EXISTING STRUCTURE WHICH ARE TO REMAIN.
S HEAR YY ALL NOTES: 6. ALL EXTERIOR DOORS AND wi ND❑ws SHALL BE CERTIF'TED TO MEET THE WINI)` LOAD
REQUIREMENTS OF THE REFEfQENCED,BUILDING CODE.
ALL EXTERIOR WALL SEOMENTS.BETWEEN OPENTNOS
AND AT CORNERS ( Y-0" MINIMUM LENGTH ) SHALL
BE SHEAR WALL SEGMENTS ( SWS ). THESE ARE Ex:_J5�(r_w -PoP�n I
SHOWN SHADED ON FLOOR PLAN.
2, EACH SWS SHALL HAVE DOUBLE STUDS AT EACH 1- h
END WITH (2) Si MPSON LSTAI2 AT TOP & (2) 5PH4Z24
I T
AT BOTTOM AS A MINIMUM. UNLESS OTHERWISE ___________
31
J
NOTED ON FLOOR PLAN, I
� t
SHEAR WALL. TABLE __ ��.-►_��1��--�_Xi2
PANEL GRADE 2-M-W OR 2-M-F A B C D E �C�"oVE �C�G l�lI•, __�' ' -^ r- 28
QL
MINIMUM NOMINAL PANEL THICKNESS 1/2 1/2 1/2 1/2 1/2 -C ) t'-�__N ,_ _�-N 'aL . 6
MINIMUM NAIL PENETRATION IN FRAMING 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 _ R,._�' CEJ �tJC �C'1o,i.t ` BAS m
NAIL SIZE 8d 8d 8d 8d 8d - - _ l
NAIL SPACING AT PANEL °EDGES 6 4 3 4 . .3
)KBOTH SIDES PANEL GCI L_I _ .
ALLOWABLE SHEAR #/FT GROUP #2 260 380 4'90 760. 980
I
312 40.2 a34 14 .
ALLOWABLE SHEAR # FT GROUP #3 213 6�
_ 4 .5d I NSuL k�6D
NVAT
t z
'AR 'WALL-(SHADED WALLS)
SHEAR WALL TYPE `7�
t♦ SHEAR END-WALL UPLIFT
• FGR �a
v Q
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A 40-50 o ►{ ON COPY - w
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3 6 a City of Atlantic D pahrtmOrd p,,, �i z /!
Planning and Zoning r��i W O 1-4
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{ i i liance with app q
LjiO - - -- GUS= �l�_._ o'C'r0M 'lQ �- This approve{verifies
Compliance
local land A
,/ _ _ zoning, subdivision a but does not constitute
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fS,
coICE'CE _�, P v U A °
- ,� ulations, A
development reg ermits. Compliance w d V
^` O - d _ - --- - the issuance of p applicable
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( L �� F 2 approval for Code and all other app
Iv ✓ t N ?� with Florida Bull( Fe ermitting requirements Q a
state and Federal P of Atlantic �?
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P•'(. e C>1�L f1_N U�U�j _s{-��� local, si nature of the City iJ Gr.
must be verified Off' prior to the issuance of a
Beach Building
' ��
Sul
lding Permit. W ,tel
^ ' Approved By: A k-k O a
SS \,� 1 � Date:
� - X60 �
3 J�
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