HomeMy WebLinkAbout6043 Harriet StDATE :
I/31/1�
SCALE:
1/4 11 _ V ^II
I
�0/
PAGE 1
ENGINEER'S NOTES :
ALL WORK IS TO BE IN COMPLIANCE WITH ACCE-1, THE FLORIDA
BUILDING CODE 2001 EDITION, AND THE 2009 .SUPPLEMENTS WITH
ALL REVISIONS AND UPDATES TO FBC-01,
lU THE BASIC DESIGN WIND SPEED = 120 MPH (3 SECOND MUST)
2) THE IMPORTANCE FACTOR = LO
3) THE EXPOSURE CATEGORY = B
4) THE INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED)
5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE
ZONE 1 ( +10.5 -21.5) ZONE 2 (+10,5 -34,1) ZONE 3 ( +14.13 -50.1)
FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN
30'-0" EXPOSURE B.
,ASSEMBLY GROUP B LESS THAN 150 SF
UBMWMED PLAN(S) NAB
2Y ZEPHYRHILLS FIRS A
Please be advised this; review of plans submitted is a
cursory review to assist the contractor in compliance with
applicable fire safety cosies. his review is not int-,nded
to be a final approval of the submitted plans. it is the
contractor's sole responsibility to ensure that the plans are in
complete compli,,nce with all applicable Nrt'A,codes and
local ordinances. In the event that further c Vamina+Eon or
site inspection reveals areas cf no--compli:..rsce, h small be
the contractor's sole responsibility, at their sole expense to
bring those areas in compliance. The City assumes no
responsibility for the contractor's failure to be in compliance
with all applicable NFPA Codes and local ordinances.
UNION CORRUGATING EXISTING METAL ROOF
5V METAL ROOFING FLO4586.1
11--11_-11--11--11_11--1I_-11--T-11--11--T-11--11--11--11-- IF 11--T-11--11--11--11--11--11--11-- IF -1--1--1--1--11--1--1--1--1--1--1-- IF -1--11--11--11--Tr 1-1r-
-� _ [TP5 SH 25 SH 25 SH 25 SH 25
M
Li z � o LIJ
z
RAMP AND SLAB BY OTHERS
►n
12'-0"
LEFT ELEVATION
HEM
FRONT ELEVATION
4'-0 I' 1_ 6'-0" 6'-011
RIGHT ELEVATION
EXISTING BUILDING
4'-6" 1 2'-10" 1 12'-0° I- 12'-0" 1_ 12'-0" S'-8"
o
y o
II ADDITION t0 DINING AREA
�ry� \
O DP 24.1+ / 2Ca,9- 49
'd SH 25 5H 25 5H 25 5H 25
DP 25_g+ / 28_1- DP 25.9+ / 28-1- DP 25.9+ / 28.1- DP 25.9+ / 28.1-
4'-6" 1 6'-8° 1_ 9'-4" �, 9'-4" 9'-ro 6'-8��
46'-O" I, 6'-O'I
52'-0"
MAIN FLOOR PLAN
M
110
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-206-5821
OFFICE FAX 352-588-2342
S, HANLEY P 0 BOX 1325 SAN ANTONIO
FLA. 33516
EMAIL. Han ley06-membargmaiLaom
SEE THE SIMPSON STRONG TIES CATALOG FOR
ANY ADDITIONAL INFORMATION ON ANY OF THE
SIMPSON FASTENERS SPECIFIED ON THIS PLAN,
CATALOG C-2010 EFFECTIVE I/ 1/ 10
BECAUSE THIS IS AN ADDITION IT WILL BE THE RESPONSIBILITY
OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN
THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING
ANY WORK. IF ANY INFORMATION IS NOT ON THIS PLAN THE
CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS
MATCHING THE EXISTING.
DESIGN PRESSURES
THE DESIGN WIND PRESSURE RATINGS ARE LISTED
FOR EACH OPENING.THE WINDOWS AND DOORS
CHOOSEN BY THE HOMEOWNER OR CONTRACTOR
WILL NEED TO MEET OR EXCEED THESE PRESSURES
LISTED BY EACH OPENING. THIS MANUFACTURERS
INFORMATION WILL BE REQUIRED BEFORE ANY
INSTALLATION OF THESE PRODUCTS.
43
s
ALL WORK SHALL COMPLY WITH ALL
PREVAILING CODES, FLORIDA BUILDING
CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
REVIEW DATE
CITY OF ZEPHYRHILLS
PLANS EXAMINER
12
JOB NAME AND ADDRESS.
PINECREST MOBILE }-TOME PARK
6043 HARRIET STREET
ZEPHYRHILLS, FLA, 33542-3213
EXTENDING DINING ROOM
rO06 SF
--
VERIFY ALL CONDITIONS AND SF BEFORE
BIDDING OR CONSTUCTION
DAVID W. SMITH, MS. PE,
FLORIDA LIC.* 53608
352-521-0865 OFFICE 352-521-0861 FAX,
9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
- PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION
AND THE 200c3 SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC DAVID W. SMITH MS. PE. # 53608
v
- - - --
Il �l9.1 .."iAJ.--siaic:., ..l I
LUMBER SPECS
ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS
SHALL BE NO LESS THAN *2 SOUTHERN YELLOW PINE
LUMBER. IF THE LUMBER WILL BE IN THE WEATHER OR
CLOSER THAN 18" FROM THE GROUND IT WILL NEED
TO BE PRESSURE TREATED. EXCEPT AS NOTED. ALL
FRAME WALLS WILL BE NO LESS THAN A *2 SPRUCE
AT 16" OC, INTERIOR AND EXTERIOR,
SIMPSON TITEN HD MASONRY SCREWS FL* 11506.1
SIMPSON BPI STUD PLATE TIE FL*10456.41
SIMP50N 5P2 STUD PLATE TIE FL*10456.42
SIMPSON SPH4 FL*10456.46
ATTIC VENTILATION
FOR GABLES OR HIP ROOFS VENTILATION SHALL BE
PROVIDED TO FURNISH CROSS VENTILATION OF EACH
SEPERATE ATTIC. THE RATIO OF TOTAL NET FREE
VENTILATING AREA TO THE AREA OF THE CEILING
SHALL BE NOT LESS THAN 1/150,
R. S. HANLEY
THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF
THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED
BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB.
BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF
THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES
ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF
RECORD FOR THIS PLAN.
THE CONTRACTOR MAY USE EITHER A
SIMPSON HM9 HURRICANE TIE FL* 11413.6
OR A SIMPSON MTSM16 TWIST STRAP FL*11413.2
1/2" CDX OR 06115 ROOF SHEATHING 5V METAL ROOFING INSTALLED
NAILED WITH Sd COMMONS AT 6" OC AS PER MANUFACTURERS SPECS
IN ALL AREAS. COVER WITH A ROOFING
FELT OR OTHER MOISTURE BARRIER.
SIMPSON H2.5A HURRICANE TIES FL*10456.12 0,12 / 12 PITCH +/-
DRIP EAVE
2x6 SUB -FASCIA AND
ALUM FINISHED FASCIA
THE NEW ADDITION WILL HAVE TO
HAVE A SOURCE OF HEAT, NO AC
IS REQUIRED BUT HEATING IS REQUIRED,
E
FINISHED GRADE
ALCOA VENTED SOFFITT
FL# III91.8
ALCOA VINYL SIDING
12141.1-10
1/2" CDX OR OSB WALL SHEATHING
NAILED WITH Sd COMMONS AT 3110C
AT THE BOTTOM PLATE, 6" OC AT
THE SIDE EDGES AND 12" OC IN THE
FIELD AREA OF THE SHEET, COVER
WITH TYVEK WHOLE HOUSE WRAP,
USE SIMPSON TITEN HD MASONRY SCREWS
AT 48"' OC, 2 3/4" EMBEDDMENT AND
2 1/4" EDGE DISTANCE. USE SIMPSON SPI
STUD PLATE TIES AT 16" OC ON THE TOP PLATE
AND SP2 STUD PLATE TIES AT 32" OC ON THE
BOTTOM PLATE. USE A SIMPSON SPH4 ON EACH
SIDE OF ALL OPENINGS TOP AND BOTTOM.
10 02 SoufwERN YE]
R-30 C ROOF INSULATION
1/2" CEILING DRYWALL
DBL 2x4 *2 SPRUCE TOP PLATE
DBL 2xb *2 SOUTHERN YELLOW PINE HEADER
1/2" DRYWALL INTERIOR FINISH
SH 25 WINDOWS
EGRESS SIZE
2x4 02 SPRUCE EXTERIOR WALLS
WITH STUDS 16" OC.
2x4 *2 PT PINE BOTTOM PLATE
EXISTING PAINTED
MASONRY WALL
CONCRETE SLAB AND RAMP BY OTHERS
RIGHT ELEVATION VRO55
EXISTING BUILDING
DINING AREA
THE FLORIDA PRODUCT APPOVAL
NUMBERS ARE LOCATED IN THE
AREAS THAT THE PRODUCT 18
GOING TO BE USED.
SPLICE
0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 O 0 i 0 O O 0
ALL WOOD HEADERS WILL BE LAPPED A MIN OF 48"
WHEN SPANS ARE LONGER THAN NOMINAL SIZES AND
NAILED WITH 12d COMMONS AT 12" OC IN (3) ROWS FOR
HEADERS MADE OF 2x12, 2x10 AND 2x8. ALL OTHERS WILL
BE NAILED IN (2) ROWS. NAIL EACH 51DE OF ALL SPLICES.
NO 1/2" SPACERS ARE REQUIRED.
WOODED HEADER DETAIL
n Jl
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-206-5821
OFFICE FAX 352-588-2342
P 0 BOX 1325 SAN ANTONIO
FLA, 335-T6
EMAIL: hanIsgOboembargma!I.com
5 MAX, OVERALL
1=''?ANGE TO PiGE :06' k=AX. OVERALL FLANGE TO FLANGE -�i MIN. ,�
2" t,..
LINE
��E 52 MAX, OVERALL + t'WIDTH # >< � 2" R?;ti. 2' PAW, MASONR 2`
t r
I `! C r . G a MAX,1JAXOVERALL FRAME .---# c �1 tRC-M -EDGE FROM EDG - FROM EDGE : FROM f[7i MASONRY
FRAHE WIDTH f � � C ' �+
NORTH,
4R NSW�CK, NCRP. t.
S;�V�RiINE CR`JE itiCl,4`Tn Bn^Uid541iCK, :d� v89+J2 1=H. 732.435,?QDG _� j � � tee!� ,
5
MI.)
; �
?^ d °ter` t`i s /l S^ _� �� � 'Y � ..,�.y -2 ,n ! i f5� >r�ttY.
. 2 1 SINGLE & TWI � � a t
[' 4 _ y,
jf' fly t� i= u VolIfl - m z T9 '. c 27
EXTRUDED iCl SINGLE UN" INSEE NOTE
^� l T ' ' } c s 3 SH=. <1117
q T 7
m - - _
�X w ! ¢I Q U m 2 a_ SEE ?tOiE 2� P
¢ < ¢ / X `� �_ ! I1 X �11 '' X } z a � � � - \_ m ! j I 3 SHT 2 y�
U. ^ 4 n }
.G AL N 'f�S 4 4. s` 25 `. ` MAX
11!' Ei 4 c �' } GT f=�W M _�----rl # ¢ w
3 ''ff}} � f7
I Zd i �Oki{ i.0. ;tP %I! } ^}i �1( 2Jt } )NiRt}4P !i
?. T:y:S PI'OiiU:.T KAS BEEN RALUATEf? AND IS IN CUP,,#PUtNCEA/Lil
s 1 1
j n
S^10t 7r4F 2004 FLORIDA $JtLDl3�G Ct1GE SfCTiO1�+S Cb4 Rl"iG € }(jj { 7, €3" ANNEALED
Yry f
7;� E Art .w VELOCITY t-itle�RtCAtk'f ?CNf". t � � �1 "•' � � y, � 3 N
2, PRODUCT Ra�1CFlC'RS SHALL BE A5 l tSTF� 53" x 63 5+;'GEE �ni�uLl 1G6' x 63" 'MN 9INDOW: I i 0"25 MIN � � � }
v 625 41(3v F4
L AND SPACED AS SASH S+IE: 50.125" x 30-62�5"" SASH SIZE: 50.?25" X .0-C25" j GLASS i GLASS 25 ? �
t7 a`3 to , 25 �� 13 SEE NOTE EX7 RI+OR =: 1 ..3:<.5„ A;ic SPACE
S:Olf' ON DETAILS. ANCHOR c3:ft3ELf.�E4i TG BASi tAATERLAL DAYUTE OPENING SIZE: 48A25' x 28.1125" D.•",Y.IiTE OPEt!! ING SIZE. 48-125' x 25,125" �� � w � �j - 2 SHT. 2 �
SHALL BE BEYOND WALL DRESSING OR STUCCO1 �� z o
54.5' VAX, OVER LL >- s-
3 OPSIGN PRESSURE R..A eE FIN TO FR --- ' i17.5" MAX. OVERALL_ FIN TO F1N -- o Ica h � I 3 1 c {277`4 j / i 2 SEE NOTE
}
E DESIGN PRESSURE RATINiG TAEIL � j �� � _ \� �� - � � 1/8' ANNEALED C1AS
i5 SHED y ' ' 'j t cc` Z i r!C_`� i SPtT. 2jTfi2CEP7 1 226, z57
2" MAA. OVERALL 1 1 5., MAX- O`IERALL p� � i �+ €`-s _____ � j` t i II �" L t? SPACE? L
FRAME WIDTH f FRAME WIDTH �_ � 1 TO � 'I � 16 T Y� I Eur� CLASS
4. THIS PRCC?f1'^T PHL S9ATER RfUiJt.R€l f;TS FOR "Fti # f ` t� n zL z } i -3 M D ! 5 w I,-
VE fiCIT`r hL+#?RICAP:w <ONEES".
- S w� w
L
GLAZ'NG DETAIL VY' 1/8" ANNEALED GLASS
5, WHEN USED IN THE "HIGH VELOCITY HURRICANE ZONE" THIS � � �j #, �` � F � 3 � a
PRODUCT iS REWIRED TO 8E PROTECTED WITH AN IMPACT J v � + !/ / � %!� a} RESiSTAN COVERING ,":.AT CC�1`w#PLIES YnTIi SECTTON 1626 Or �r u � .5 . � 7
T E f l-GP? IA HUiLDI{dG CODE, z a, { O rr tr s
_y "--i
22)
,•,3 cr i tt�,uw
n t,#.r"alJtii{?N$ NOT GO5E7ECa BY THIS ORAi�;t'iv'rG AYE SU'��sJcCT TG ,,� 2
. (,2 i-_�'�� _ • 'ter
FUi;T!-tti? E'dvttv_;RING ANALYSIS. <',� F �'
g ` pEd
,� �, a J U j Zq -.62 ' }.'t}N. N of N .S , {Z rJ
n �` I// i f a €z3 { GLASS ° v ( 1 rLASS = r jj _ _ /j
} TADLE ti C f' xI/e ai q1 c ( 7 3/
CONTENTS S Ij t!r � z i x �' n } �
t
¢!�-- r ' ly z z
iu N 6E I '
�d 1-`ET ':}€PfF "fEC#�t � � � a • ' , c� . j-- ca 1 � t . z ;�t3'
I 1 GENERA! - c _ _ _ _
tit &. TYPICAL ELEVATiOEi ! } r� [ t t < ! yt� < '_ LOCATE �}r R47f G SASH L_CKS 7.5" FROM EACH END OF HE ACTIVE
r . f
2 VERTICAL CP-OSS SECIRONS GLAZING DET.4#L I I
i x wr 7i jwB = t I t + L�Ii i WEEPING RAIL, FASTEN WITH Z 8 x 314" SELF TAPPING SCREWS.
v NG�i?DNTA_ GROSS SECi0h3S & l:kLtilFtN DET4IL f� 6 t 23 _? Z. LOCATE SASH KEEPER 6.5A F2Oi3Icf EhtL G rttf MEETING RAIL,
44 - _
c t25" } �cw7; i FASTEN ;'+:,; 2 6 x S SCREWS.
d APd }ic�Rl LO° Al S- 4&.125 -I t , 1 •- { 1 T') l "S.
�.. P A t. O.L.ii. N.AK. L3.' .L. 3 �� 3- 15 16s. FELT FIST 5E USED AS A WA71-1? BARRIER. THE FELT MUST
UNIT carlPc��N7s �r,
_. f --- ._ ;- 54,5" x 64.5" SI1VGLf 1'2' 50GS S 1filAi thG rtlF - �z r , rr ;tir I <c 24� ' _ 24 - ^. i„t' 7NG fi AND ANCHOR SCf cp! HEAt1S. AL LOOSE
6 «NIL GGh;P NEWTS Ft GILL OF MAT[ieCALS s- O7, a TRfry 1 tvLD�.1 Vt hAt G , tl. €( _ t COVER THE L i
SASH SIZE: aO.1Z5' x 3i},t25" SAS 7 SfZE' vO.725" x 30,625 I � r T r WIT„
n fC4E5 QP THE Ft T A4U_S7 dSEA-LED WITH r n a3Li[ ?JE.
OAYUTE OPENING SIZE: 48.i2 x 28.125" OAYLF?E OPENING SIZE: 45.125" x 28.725" c�olo�c �---�
_.__ _. �m r w f i i SEE NO T E f 6
DESIGN PRESSURE RATING 3 S�tt. 2
4't-LCn i Pttt iYFj & SIZE_ :? *t 1 ®I- - I SEE P1GTE1�
GLASS TYPE SINGLE, UNIT T`d#ihi MULLED UNIT t �+ v � �
-..._s r€a �� n 3 SHT. s" a
# t r {
l xA�;t4G 1 A. € F�Pt:GE G.A. Ft� 0-A 1 ilf� kr45iti��C GLASS Pt�SJ r" � 3EC�TiE } PDSITNE NEWI E t ver 6 tv%D3 a � a -
-c _
54 1/2` R �4 t' 21 } 53" X 63' Wit' X a2" } tl8° 1 c 11 3�B' A!R - 1 '$" AP3?iF ? + r _ �{ zn n N. T.S. 15"' frt1,41.
L+
j 1.E �5.0 ps: 3S.flv. Fs P u5.ti psi } EbRE
G.®..� .- _.- _ _
47 6J'2" > n4 t/ 16" :t 6;" 45" k 62 s 1/8' ANNEALED 31/8' iIR - 1,8" AEI,=E�LED F 40.0 Ps* I - 0.0 ',psi + 34? 0 �s€ 40.0 ps` v -
swc fir- TJr`. a
i kTERiGr Lid` Rt R EXTERIi}P, ttltF 21t<R
1 42 11/2` X 5A t�Z` I •ti' X 63° 40' X 62F j 1!8" A;ti ici� - 3 a,' kR - 1� �' _41NEA�3 45,0 psf 45<O esf � 3Q-0 psf . - 45.+m �.s
' t � €'° l�Fri418' act: c, t VCR CAd Cs�t?SS StC'TtOPV.
t, i - �F I �<,r 5-2335 FLAN E 113tiT SJ. 'Ff y R .�.
X 64 1, c X 6, 35° Y 62 s 8' A N`EN_ED �A' m 118 A td •` T t i_ z E l 4�r t11t F rt T S #
1 c O SF T70N
i ^ Yt - d � t T .0 es� 50f 0 psf d. 43.0 psf 50"0 PS:` 1N UNIT
i I7
1.15" twN. -52" MAX, OVERALL FRAME WIDTH -
E:ME7. 25 " VAX.
INTERIOR SHi:
3 21
28
}t � Ir �,
`4
EMI B. 7 (P_
,tc-- 53" MAX. Ol{cr?ALC FLANGE WIDTH -----
�Y7fR'C7P
tiZON CROSS SfCI7ON
FLANGE UNIT
AQUF.+ N'3 ;SF�A,CfET fp 1AU;.LIG":
ASSEMBLED OEr.A L
INTFRfOR
1-1/4" MIN,
Eme.
GYP.
�
t
4w
4
'
�Iw a
1
[
27 .�.
52' MAX. OVERALL FRANrIE WIDTH ---
.25 ^ :MAX.
SHIM
N
� z
iD
LY _FRfOR
3 SHT. 2 261 SEE NOTE } 11�
3 SHT. 2 25
a 54.5" MAx. OVERALL TIN Jr, FIN
G2 tiOWONTAL CROSS SECTION
3 NAIL FIN UNIT
-PACE
3 t ORI ONTAL__I RR
3 4 MULUON
N.T.S_
By: 1JFi
S-2375
3 � 6
15.813" MAX,
ON
i
}
a 1#
I
I iYP, HEAD,
SILL & jAMEBS
SEE NOTE 1 1
2X BUCK
i
I rff�itvic
HAIL '�E-
MASONRY I
v OP,EWIG -t H i
SJN (;LE UNIT MUCK. AdCHOR?NG
UP TO 53" X 53" Q.A. FRAME
N I Js.
ar.
';G' n6.
Cmr37
2 air 6
IF A DIFFERENT WINDOW IS TO BE USED ON
THIS JOB IT WILL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO FURNISH ENCafNEERED
DRAWING FROM THE MANUFACTURER AS TO
THE PROPER INSTALLATION.
}12013
II�
i TAP, i°it=AD
1�4
1 �
t
1\21JES*
E[ 1- 3f16" TAPCONS REWIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES
ANt) A MINIMUM 2-1/4' CLEsti:-k'+4,E Ta ADJACEEW i APCDNS.
2. THE ANCHOR SCREWS AT 1.I25" Ar4`�1' 3.375" FROM THE FRAME CENTER
UNf AT THE MULt-ON APE ITEM ,#'33, A # 10 x 1 112 PHILL?PS
FLAT HEAD SHEET MFTA1 SCREW AND ARE GOING THROUGH ITEM #31,
j iffE SEAM MULLION MOUNTING eRACRET, AND GOING iN 0 THE SUB SUCK,
t 1
S10 Vd NGQA UP TO L3" x F.3"
F'EANGE UNIT
'R4d...^.`t ..
rFU.
S• a &E i'1!i D.nifd UP TO 55 S"
NAIL RON UNIT
i.;25SFF NOTE 2
i---
3r�"
At+Cf 7 iA{4 AT_T14F aMULUC
341 SILL & ,iAM9S
4 SEE NOTE 1
:3
ff Ritter: ai=iCIIQI ING AT IN L,-JXl QLl
aYPiCAL AT S;LL dc READ
DESIGN SERVICES INC.
MOSI1.-E/ OFFICE 352-206-5821
OFFICE FAX 352-585-2342
ram' . HANLEY F 0 IBOX 1325 SAN ANTONIO
FLA, 33516
EMAIL.: hanteyObeembargmail.com
T-qua a;.. tiwa6_uuni a,L ini , a : :..: i -T-f , i I I IT ---
-_-105.517' NIAX. OVERALL FRAME WIDTH
5 t 5 L 5! I
r I
'
r L
L 1
5
.�! 4
I 1
1
I.
5
5 V 7
�`
General Notes
5
5 �-
DOUBLE
t / SIDz T'S OXxO
1. This ,ruroduct anchoring drawing has been developed In compliance with the 2007 Florida
MAX DESIGN PRESSURE
Building Cade (FBC), excluding the "High Velocity Hurricane lone". See the Certification
+55 0 -55.0
Agency Certificate for sizes, &peciftcationa and ratings-
2. Product anchors shall be as listed and spaced as shown: on details. Anchor embedment
74.50" MAX
to base material shall be beyond wall dressing, stucco, foam, trick and other Wall
37.50' MAX.
- OVERALL
WIDTH
coverings.
p i OVERALL
F i1
3 9
I WIDTH
3. Wood screws shall be installed fallowing installation instructions of ANSI/ AF&PA NOS 2005.
A!I other fastener types to be installed ollowing fastener manufacturers installation
_ ,1 •� .-,
I�}
c_ f I)
4. Fastener embedment depths, edge distances and center -center distances shall be as
rr2
2
specified by the fastener manufacturer but ,n no Instance matt they be Less than shown In
} 0
5 I
,
5.
I
this drawing.
y
;1
4 e LT �;
4 L�. ',
_�
o
5 I
5. Where shims are used, they must be a "rigid i stif'' materici that complies with the
�
_
� -`i �
_
� - t_ -r+
�
requirements of the 2007 F8C.
d Po,�ifive and negative design —ssure requ semen=" =or use with this dra shall b�
i... .. ,:3. � � � Nang ..
determined by others for specific jobs in accordance with the governing code. r
I- Site conditions nct covered by this drawing are subject 'a further engineering anahrs s,
5 l�5 5
TABLE Of COS lrEN0
1 T gtcci ele�c>3,cns, design pressums & general notes
ry'ck cnalicrng
3 Rome anchorttig
4 Frame anchoring & bil of materals
5 ; Anchor & verlirol cross sections n?osorry/°.vocyJJsteal I
12"
SINGLE X DOUBLE Xx
MAX DESIGN PRESSURE MAX DESIGN PRESSURE
+67.0 -67.0 + 5.0 -55.0
PANEL FASTENER
U I-QDERLAYNIENT —1 "— PLYWOOD OR OS8 DECK;NC,
SAS+EVER PATTERN 2 EAVE. RIDGE & VAL_ LLY
PANEL FASTENER
UNIDERLAYMENT PLYWOOD OR OSB DECKING
`AS 'ENE=R PF�TTLE N INTERMEDIATE t-OCATIONS
-24-
5V Panel Pr<3filc
24 26 Gnu9 Mdrsimrc Yield = 80 KSI
ASTM R°792 for Go.ivn(ur.e St—E
ASTM A755 P�cr PnGe-eted St—k
AS TM A653 nor G3t,n Iz ci Steel
1 OVERALL WIDTH
1 3 9
\5j 5 A, 5
f4
SINGLE 'N/ SIDELITES OXO
MAX DESIGN PRESSURE
+4.0,0 -40.0
53.W' MAX.
OVERALL WIDTH }j
5 5 5
✓t
M
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4 MULLION MULLION
MASONRY 11 SHOWN FOR iI
OPENING TYP. 11 REFERENCE SHOWN FOR 11
HEAD REFERENCE 11
2X SUCK-/ � EEAMBS NOTE 1 � (I
It � 11
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if ,1 ii
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(! Sl-40 FOR 1 I
1 11 REFERENCE I1
QG`U& E W-SIDE !1 TES
BUCK ANCHORING
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— MASONRY
4 H SH07WN FOR
OPENING_7
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OPENING ii REFERENCE 11
i 1
HEAD 11
& JAP ASS I I
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2X BUCK
MULLIQN ! I S
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11 SHOWN FOR 11
o j Ii REFERENCE 1I
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aVNGLEW%51D L� ITES
fRUCK_ANCHO llNG
T. ifs Elco Concrete screws onchoring 2X back require a sI
`r minimum 1'clearance to masonry edges a i-114'°minirnum
Il embedment and a mfniaxrm 4"clearance to adjacent 6 4
MASONRY J 11 concrete screws'. Substitution of equal concrete screws from a MASONRY- `
TYP• HEAD I y die distance and OPENING 8s TYP. HEAD
OPENING dlrferent supplier hove different e „
& JAMBS I - ASTRAGAL center dislonce requirements. Concrete screw focat ons at the SEE JAMBS
1
SIEE NOTE 1 lI SHO N , OR comers,, at muXon locations, and at asfiagal locations may be E
REFERENCE
2X BUCK � � adjusted to maintain the minimum edge distance to mortar � w
Dints. If concrete screw locations noted as 4AX ON CENTER" I z
( 11 w must be adjusted to maintain the minimum edge distance to 2X BUCK- �
Il z mortar iofnts, additional concrete screws may be required to � z
lI `v to ensure the maximum on center dimension €s not exceeded. ' c
,
rob I
II ,- 4
II
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- DOUBLE,•f1QI2 SINGLE DOOR
BUCK ANCHORING SUCK ANCHQRINQ
2-1 IT MIN. FROM 2-112" MIN. FROM INTERIOR
- MASONRY EDGE I t4b SOLAR Y EDGE \- � T
(TYP.) I, P
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till
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SHIM SPACE
INTERIOR
EXTERIOR
1.15I M N.
ENO.
4 HEAD JAMB
4 VERTICAL SIDE M8
To Ix sub -buck
Towood frame
InvAng shown
Inswing shown
BUCK
INTERIOR
IXtERIOR
-
0.,
� T
s.._._—
! I SHIMS SPACE
hIs,MIN..
-- - -_ 115" MIN' EMB.
EM3, TYP.
2 VERTICAL SIDE JAMB
To iQ buck
stwvm
•'• MIN. FROM r" MIN FROM
mA.SONRY EDGE —.-! a-- MASONRY EDGE
(TYP.) �y (iiF'.)
/
I Q rn w
r
I 1
s �Zae�ir
7 '2JP }—�'-6•l
its i�
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INTERIOR
EXTERIOR
3 HEAD JAMB
$ To wood frorre
Inswing shoran
. t INTERIOR
4 I
EXTERIOR
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FMNG ram.: a
FL-5262.3-68 c
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INTERIOR EXTERIOR
200,
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a
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2-11 •mIN. FROM 2-1ITMIN. FROM
.�- MAS^,rRY EDGE — MASONRY EDGE—
jiY?,j (TYP.l Q
VERTICAL CROSS SECTION
0
INTERIOR EXTERIOR$ U�
T3� o U
n
1 /7 ,MIN. FROM 1 2-1 /2' MiN. FROM
-.-s- MASONRY EDGE _._ - fAASONRY EDGE
(TYP.) (TYP.)
d VERTCAL CROSS SECTION
inswing configuration
0
INTERIOR a-,r-,�- EXTERIOR
it `L_' - .� 1u7 17. 1 Y f y , \ t� i�,• s, i
w ti 1�
2X BUCK
I A
n
1/2 'AII,. FROM 2-112 MIN. FROM " :12 MIN. FROMI 2- J?,,At FRO i
INTERIOR EXfERiOR ,i
-- MASONRY EDGE -- -e MASONRY EDGE MASONRY EDGE MASONRY EDGE
1 HEAD JAMB(fYP.) ITYP.) TYP.) gyp-)5 To N sub -buck VER17CAL CROSS SECTION 8 VERTICAL CROSS SEC11IOi
Ingmng shown, $ imwAng configuration � Outswing configurotlon
— D6 tP OS
N.T.S.
M BY. DT
HK, BY., V*H
NO.:
FL-5262.3-68
BEET 5 - 5
DATE :
1/3I/I1
NO
BOALE
PAGE 5
DESIGN SERVICES INC.
NIOe[L.E/ OFFICE 352-206-582Z
OFFICE FAX 352-588-2342
S, HANLEY P 0 BOX 1325 SAN ANTONIO
FLA. 33516
EMAIL: hanley06�embarc�mall.com
JOB NAME AND ADDRESS:
FINE REST MOBILE HOME PARK
6043 HARRIET STREET
ZEPHYRHILLS, FLA. 33542-3213
EXTENDING DINING ROOM
ro0ro 8F
VERIFY ALL CONDITIONS AND SF BEFORE
BIDDING OR CONSTUCTION
DAV ID W. SMITH, M8. FE.
FLORIDA LIC,# 53608
t• .
52-521-0865 OFFICE 352-521-086-1 FAX.
;.�909 WALLASTON DRIVE DADS CITY ,FLA. 33525
HEREBY CERTIFY THAT I HAVE REVIEWED TH15
s ' %AN AND FOUND IT TO BE IN COMPLIANCE WITH
L CJ'i
/✓ *.%V ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION
AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
� 'ro .
AND UPDATES TO F5C-01.
n ��� DAVID W. SMITH MS. F E, # 53605