HomeMy WebLinkAbout5063 17th StDATE :
4 1 6 / 0
SCALE:
1/ 1, = if —oil
PACE
EN I NEER 'S NOTES :
ALL WORD IS TO BE IN COMPLIANCE WITH ACCE-71, THE FLOP-IDA
BUILDING CODE 2001 EDITION, AND THE 2005 SUPPLEMENTS WITH
ALL REVISIONS AND UPDATES TO FBC-O-I,
I) THE BASIC DESIGN WIND SPEED = 120 MPH (3 SECOND GUST)
2) THE IMPORTANCE FACTOR = I.0 (BUILDING GAT, IF RESIDENTIAL)
3) THE EXPOSURE CATEGORY = B
4) THE INTERNAL PRESSURE COEFFICIENT = +9- 0.15 (ENCLOSED)
5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE
ZONE I ( +10.5 -21.5) ZONE 2 (}10.5 -34.1) ZONE 3 ( +I4."E� -50.I)
FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN
30`-0" EXPOSUR-E P-
RIDSE 'SENT
12
-0"
RD�SE VENT
TING
STUCCO F9NI54-1
20k-S�k
12
r'
IWIN
STUCCO FfNj I15w
FRONT ELEVATION
RIDS VENT FL#3753,1
5TUGC-£? FIN15A
RIDGE VENT
mi
12
4
ATTIC VENTILATION
FOR GABLES OR HIP ROOFS VENTILATION SHALL BE
PROVIDED TO FURNISH GROSS VENTILATION OF EACH
SEFERATE ATTIC. THE RATIO OF TOTAL NET FREE
VENTILATING AREA TO THE AREA OF THE CEILING
SHALL BE NOT LESS THAN 1/I50
7T
j
k
Iut
i1
s
i—
0
THE EXISTING STRUCTURE WAS INSPECTED
PRIOR TO THE DESIGN AND ENGINEERING OF
THE NEW PLAN AND WAS FOUND TO BE
STRUCTURALLY SOUND -
THERE WILL BE NO STRUCTURAL CHANGES
MADE TO THE EXISTING .LOAD BEARING CAPACITY
OF THE BUILDING,
14
! Ek s
---
3k�ik VENTED VINYL 50�ITT
I
-- ( H M TH 26 E
I TEMPERED � 1
R103,C7.1 E><TERJOR PLASTER , L l C7B5.CUF�E
EXTERIOR U5E OF FORTLANID CEMENT
PLASTER 5I—IALL CONI PLY WITH APPLICATION 5TUGGO FINISPI j
F—FO lIRFNENTS OF ASTM CS29 -W AND ter.. 1044 3-5T
FIN15HED GRADE
24'-0" E�XJST NI 1^'I,4`&CNRY WALL
THIS IS AN ENGINEER SEALED PLAN AND SHOULD BE
KEPT OUT OF THE WEATHER AS MUCH AS POSSIBLE TO
KEEP IT LEGIBLE FOR ALI- THAT NEED TO USE IT FOR
THE DURATION OF THIS PROJECT. ADDITIONAL SEALED
SETS WILL BE AT THE CONTRACTORS EXPENSE.
Fa3,-0"
RIGHT ELEVATION
34 —0 11 NEW MAt OO_NRY WALL
lot
�of
101gR
9ws 6
SEE PAGE 4 FOR THE EXISTING HOUSE INFORMATION
R. 5. H NLEY
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-206-SB21
OFFICE FAX 352-558-2342
P 0 BOX 1325 SAN ANTONIO
FLA, 33516
THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
NO LIABILITY INSURANCE AND THEREFOR AGREES TO
HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER
FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING
ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM
THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO
PROVIDE ERROR FREE CONSTRUCTION DRAWINGS.
IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
BE HELD LIABLE FOR THE COST OF THE REPAIRS OR
DELAY TO THE JOB_ THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
OR STARTING ANY WORK ON THE JOB,
THE PLUMBING , ELECTRICAL AND MECHANICAL
PARTS OF THE PLAN ARE NON-STRUCTURAL AND
MAY BE ADJUSTED BY THE SUP -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,
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. THE HOMEOWNER REQUIRES THAT
THIS NEW ADDITION MATCHES THE EX I STNG HOUSE,
IF ANY INFORMATION IS NOT ON THIS PLAN THE
CONTRACTOR WILL NEED TO VERIFY THAT THE NEW
WORK IS MATCHING THE EXISTING.
TI-�E SWEEI�JEY ADDITION
5053 11th ST
ZEPH RHILLS FLORIDA 33542
EAST P SCO COUNTS''
1 1 -2(o-2 1 -00 1 a-2 1 300-00 1 0
LIVING AREA 1C3313 SF
SCREEN TORCH 245 SF
FRONT PORCH 100 SF
TOTAL UNDER ROOF
2201 SF
THE CONTRACTOR WII....L BE RESPONSIBLE TO VERIRY THE SF,
DAVID W. 5MITH/ MS. FE,_
FLORIDA LIC." 53608
352-521-0865 OFFICE 352-521-0861 FAX,
9S013 WALLAS E ON DRIVE E DADS CITY FLA, 33525
I HEREI! Y CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO 5E IN COMPLIANCE WITH
,ASCE--I, THE FLORIDA 5UILDING GORE 2001 EDITION
AND THE 200E SUPPLEMENTS WITH, ALL REVISIONS
,AND UPDATES TO FBC,-C-I,
DAVID W. SMITH MS, PE, 0 53ro08
4
SCREEN SCREEN
1_ 14'-0" 1_ 20'-511 1 1
34'-5 NEW MASONRY WALLS
42'-O It
REAR ELEVATfON
RIDGE '-"ENT
=1PERGLA!55 5I-IINGLE5
-I'-411
5TUCC0 FIiN15H
RIDGE PENT FL* 3'l93
DATE = SCALE.
�� PAGE 2
14 -1 0 ;
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-20ro-552l
OFFICE FAX 352-558-2342
• 5' HANLEY P O BOX 1325 SAN ANTONIO
J FLA, 33516
THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
NO LIABILITY INSURANCE AND THEREFOR AGREES TO
HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER
FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING
ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM
THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO
PROVIDE ERROR FREE CONSTRUCTION DRAWINGS,
IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
BE HELD LIAI5LE FOR THE COST OF THE REPAIRS OR
DELAY TO THE JOB, THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
OR STARTING ANY WORK ON THE JOB,
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.
BECAUSE THIS I$ 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. THE HOMEOWNER REQUIRES THAT
THIS NEW ADDITION MATCHES THE EXISTNG HOUSE,
IF ANY INFORMATION 15 NOT ON THIS PLAN THE
CONTRACTOR WILL NEED TO VERIFY THAT THE NEW
WORK 15 MATCHING THE EXISTING,
THE vWEENE''r' ADDITION
5053 11th ST
ZEPHYI;RHfLL5 FLOfRfDA 33542
EAST P SCO COUNTY
11-2ro-21- c 1Q-213 ., 0 -cs 010
LIVING AREA 113313 SF
1 EXISTING MASONRY WALL 1
12 I i� ! SCREED FORCH 24a 6F
I FRONT PORCH 1oa SF
TEMPERED
- -- ------ -- - OBSCURE
R103.6.1 EXTERIOR FLASTER i;
EXTERIORUSE FND CEMENT
T LA5T RIAL-MLIT #LG =TICN TOTAL U
DER ROOF 2201 51=
REOUIRE'°iENTS OF ASTM G326-'38 AND G 1063-3i I
34-0" NEW MASONRY WALLS
ro3 `-O"
LEFT ELEVATION
24' -011
5a-011
THE CONTRACTOR WILL BE RESPONSIBLE TO VERiRY THE SF.
DAVID W. SMITE, MS, i=E.
FLORIDA LIG.* 53608
352-521-0865 OF-FICE 352-521-086i SAX,
139013 WALLA&TON DRIVE DARE CITY FLA, 33525
I HEREBY CERTIFY`' THAT I HAVE REVfEW`ED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE 1, THE FLORIDA IBUILDING CODE 2001 EDITION
AND THE 200e SUPPLEMENTS WITH AH REVISIONS
,AND UPDATES TO F5C-O-1,
DAVID W, SMITH MS, PE, # 53roOa
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THE DESIGN WIND PRESSURE RATINGS ARE LISTED
FOR EACH OP ING.THE IN TDOW5 AND 1DOOR5
CHOOSEN BY THE HOMEOWNER OR CONTRACTOR'.
WILL NEED TO r-TEET OR EXCEF THESE PRESSURES
LISTED BY EACH OPENING. ONLY WINDOW5 AND
DOORS WITH A FLORIDA APPROVAL RATING * SHALL
BE USED, THIS MANUFACTURERS INFORMATION WILL
BE REQUIRED BEFORE ANY INSTALLATION OF THESE
PRODUCTS.
0
tR
42'-0It
I t-41' 34'-V It
4'-411
24" KNEEWALL AROUNO THE BOTTOM OF THE PORCH
.n - ®- _. _ - s-S"x1611-CONCRETE LINTEL - - - _ - a A -3&" SCREEN D000m _ _
L���-
!
,
! is' a x lARE COLUMN
to ! SCREEN PORCH
8'-4" GELLING HE1614T
z
STEP DOWN 4"
!
X�
10 -41t &'-4 2'-0
5.-4"
1
L-8 _
BEDROOM #1 -'
of O CEILING HEIGHT
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UTILITY ROOM
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ATTIC
,
,
31-0 � li
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-05/4
FOLDING AREA
----------------
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FL1OR
-
2Xto FRAME WALL------------
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U-Li
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&'-O" CEILING HEIGHT �
36" VANI?
1
' 2x4 WAL
ciZ 41-a 1 4'-Icy" 4'-0
THIS FLOOR 15 TO MATCH THE
t l-11=1r�m3^1T OF T44E EXi5T1?+tt; SLAB_
I
BEDROOM #3 -
,
_ + } 6'-0" C'EIUNG HEIGHT ._
v�i QI
n
4
1 h%/
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Ia1-3 411
LIVING ROOM
COFFERED CEILING
- - - - - - -
- - - - -
DBL SH 24 SH 24 I. ��4��t- `� 2�4i - DBI- SH 24
12" 5QUARF COLUMNS
Ott
NI N-5TaRUCTURAL B30xED BEAM
-- --- ---------------
uI
it
POURED SOLID tUIT1-I
� � l
�.
Qom'
3000 PSI CONCRETE
�
I
I AND (2) OF, REEARS it
-y..
(yJ
i)
i'113) '11-4.It 4 1-3 11
I
121-0 ii
51-8 t1
1_
20'-0"
12t-O))
MAIN FLOOR FLAN
T
11-4it
tit
I
c�
NO
5 "x1ro" COMPOSITE
POWER BOX STEEL LINTEL
C 3000 PSI CONCJ
i
TOP COURSE LINTEL -BLOCK
WITH 71J *5 CONT. REBAR
PV VER SOX STEEL LINTEL
POURED SOLID WITH 3000 PSI
CONCRETE NO RESAR REL2UIRED
, F I
, I
,
MAaONRY OPFNiNCs
EXCEPT WHERE NOTED I
-- - --- - - -- 5EE LAYOUT
a11x1 )1 COMPOSITE
POWER STEEL LINTEL
3000 PSI CONCJ
I
TOP COURSE L3NTEL SLOGK 99;
wrrH €13 45 C-ONT, REBAR
I
POWER STEEL LINTEL AND LINTEL BLOCK
POURED SOLfo WITH 3000 PSI
CONGRETF NO RF£3AR RF QUIRED
MASONRY OPENING
t ; E>,GEPT WHERE NOT I
5EE LAYOUT
5"xi6i" COMPOSITE PRECAST LINTEL
t 3000 P51 CONCJ J
k TOP COURSE LINTEL BLOCK
' WI[THI t;-, 05 GGONT. RE1;AiR
1 PRE-C-46T U-LINTEL&
i �_IYUIPZED SOLIO WITH 3000 PS
CONCRETE NO RF5AR REQUIRED
1 1
1 I
•— MASONRY OPENING
a 1
r ,
S,
LINTEL LENGTHS,
LABEL
CLEAR 5PAN
TOTAL LENGT#-I ,
L.-I
11-6"
2'-10"
L-2
2'-2It
3,-roit
- L-3
— 21-+511
-- 41-011
,L-4
3 --L,"
4' it
1-5
41 11
1-411
L�
41-rot)
5i-10It 1
-
(01-211
'-ter it
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T-Olt
51-41t i
L-1Ca
'-O"
9'-431
L-12
101_0i)
11'-41t
-13
1t
11'-2
121- "
L-14
If -011
13'-4tt
L-15
12'- 11
14'-0"
L-Vo
&-4"
)- )
p -11
1} 1-011
L-IS
1 '-0)€
IT-411
L'i9
I5 P'is F1
IS-4 it
L-20
18'-g"
20'-0 it
11
it
L-22
22'-511
24'-0It
RECESS DOOR HEADER
LABEL
CLEAR SPAN
i TOTAL LENGTH
DOOR SIZE
D-1
2a-411
31-5))
21-011
I0-2
21-511 1
4'-011
21-411
D-3
211.-10j
t 1-211
21.-611
t
3,-0
4-4
'-41D-4
a
D-5
3-4 It
41-011
0It
1-0
41-4"
5-511
)
41-,0
y151if
D-1a
a1. y it
a'-O It
I MAX, 1516 PLF ON MAX SPAN (1) 05 TOP COURSE ONLY
DATE , SCALE: I �
V PAGE
1/4 - 1
I
w
DESIGN SERVICES INC,
i
MOBILE/ OFFICE 352-206-552-T
E� l
OFFICE FAX 352-506-2342
i
S. WANLEY P O BOX 1325 SAN ANTONIO
FLA, 335
THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
NO LIA51LIT`r' INSURANCE AND THEREFOR AGREES TO
HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER
FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING
.TTORNEY5 FEES) AtR151NG OUT OF OR RESULTING FROM
THE PROJECT, THE DESIGNER IN GOOD FAITH ATTEMPT TO
PROVIDE ERROR FREE COt4STRUCTION DRAWINGS,
IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
IBE I -TELL LIABLE FOR THE C05T OF THE REPAIR5 OR
DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
OR STARTING ANY WORK ON THE JOB,
1
THE PLUMBING , ELECTRICAL AND MECHANICAL
PARTS OF THE FLAN ARE LION -STRUCTURAL AND i
MAY BE ADJUSTED BY THE 5UB-CONTRACTORS j
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,
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. THE HOMEOWNER REQUIRES THAT
THIS NEW ADDITION MATCHES THE EXI5TNG HOUSE,
IF ANY INFORMATION IS NOT ON THIS PLAN THE
CONTRACTOR WILL NEED TO VERIFY THAT THE NEW 1
WORK 15 MATCHING THE EXISTING,
THE SWNY ADDITION
t 0 3 1ith ST
ZEf=HYRHILL5 FLORIDA 33542 I
EAST P SCO COUNTY
11-26-21-0010-21300-0010
'LIVING AREA 113313 SF
i
SCREEN FORCH 240 SP �
FRONT FORCH 100 SF
TOTAL UNDER ROOF 2201 SP
THE CONTRACTOR WILL ,BE RESPONSIBLE T-O VERIRT" THE SF,
VON E
AVID W, SMITH, MS.',/
4
I
FLORIDA LIG,# 53ro0a ►
51'J� 52 0 05 O FI G 32 52 0 0 6 FAX !�
131BOS WALLASTON DRIVE DADE CITE` ,FLA. 33525 II
i
1
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS �
PLAN AND FOUND IT TO 5E IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION
AND THE 2001B. 5UPFLEI'''IENTS WITH I ALL REV 16IGN6 I
AND UPDATES TO F C-01,
DAVID W- SMITH MS_ PE, *1 53600
n�
I
Rt
42'-Oil
s
121-0" L 30,-0"
El ES-1
12
EXISTING FRONT
ow
EXISTING RIGHT
EXISTING REAR.
DATE 1.
4/ro/0e
SCALE:
f=>AGE 4
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-206-5821
_f
t
OFFICE FAX 352-505-2342
R. 5, HA LEY P O BOX 1325 SAN ANTONIO
FLA, 3 ') o
THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
NO LIABILITY INSURANCE AND THEREFOR AGREES TO
HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER
-`± FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING
ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM
THE PROJECT, THE DESIGNER IN GOOD FAITH ATTEMPT TO
{ PROVIDE ERROR FREE CONSTRUCTION DRAWINGS.
E<1 IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
w
f 1 BE HELD LIABLE FOR THE COST OF THE REPAIRS OR
_.___._...— DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
OR STARTING ANY WORK ON THE JOB,
t
EXISTING LEFT
EXISTING HOUSE FLOOR PLAN
AND ALL ELEVATIONS
THE PLUMBING , ELECTRICAL AND MECHANICAL
PARTS OF THE PLAN ARE NON-STRUCTURAL AND
MAY BE ADJUSTED BY THE SUES -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.
BECAUSE THIS 15 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, THE HOMEOWNER REQUIRES THAT
THIS NEW ADDITION MATCHES THE EXISTNG HOUSE.
IF ANY INFORMATION IS NOT ON THIS PLAN THE
CONTRACTOR WILL NEED TO VERIFY THAT THE NEW
WORK 15 MATCHING THE EXISTING.
THE St�JEENEY ADDITION_
5053 lath ST
ZEi=>WYRLLS FLORVA 33B42
EAST FASCO COUNTY
11-26-21-0010-21300-0010
LIVING AFREA IS313 SF
SCREEN FORCH 245 SF
FRONT FORCE f 100 BF
TOTAL CINDER ROOF 22al SF
THE CONTRACTOR WILL BE RESPONSIBLE TO VERIRY THE SF.
DAVID W. SMITH, MS. PE.
FLORIDA
LIC-# 53ro0&
352-521-0a&5 OFFICE
352-521-OSro-1 FAX,
131B01 I ALLASTON DRIVE DADE CIT''I'` ,FLA. 33525
I HEREIBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND 1T TO BE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION
AND THE 2001 SUF> 'LEMENTS WITH ALL REV)&ION.
AND UPDATES TO FBC-Ol
ti� DAVID W, SMITH MS. PE. # 53608
l'-4
tt
4 6LA5 NOTE;
4" 3000 PSI CONCRETE SLAB OVER
CLEAN, TREATED AND COMPACTED 501L.
THE SOIL WILL BE COMPACTED TO A MIN,
OF 2000 PSF AND BE TREATED FOR
TERMITES AS PER THIS PLAN,
ro" x (o" 10/10 WIRE MESH OVER &MIL.
VISQUEEN VAPOR BARRIER- WILL BE
INSTALLED FOR REINFORCING THE SLAB.
F15EIRME&H CONCRETE CAN BE USE IN
PLACE OF THE WIRE MESH,
ROOF TRUS-SE-8
3� PLY 22x� &OUT14ERN
ti E�_L" PINE 4E DER
f2) SIMPSON HETA'V(o Et EDDED
T?RU55 6TRAF5 PER COLUMN
FI_I�bOi-125
Ul" 6OUARE COLUMN
POURED SOWD WITW
.3000 P51 CONCRETE
AND (2) *5 RE6ARS
TJFZ) TO 'rJ4E REAR
PAID- TOP i,)F COLLAMIN
AT ll'-4" FW8 THE STIFF
4" PORC44 SLAFi
------------------
24"x24"x.121" 3000 P51
CONCRETE f'AD WITL4
#5RlE=_AR5 IN r:;,OTH
r-m,REcTioNs AT &" ---
TIED TO ROD S14-'Z'
FRONT FORCH COLUMN
DETAIL
i
0 THIS SYMBOL INDICATES THE APPROXIMATE
1
LOCATION OF THE FILLED CELLS. THE FILLED CELLS 1
ARE BLOCK CELLS FILLET SOLID WITH 3000 PSI
AND VERTF 05 REBAR, THE VERT REBAR ARE THEN
TIED TO THE HORIZ, RQBARS IN THE FOOTER, THE
MIN LAP FOR ANY REBAR WILL BE 25", THESE VERT
REBAIRS EXTEND UP THROUGH THE STEMWALLS.
42'-o
---------------------------------
--------------------
---------------------
----------------------------
3
El
-------------
-------------------------------------- ----------
--
----------------------------
&OME OF THE FILLED CELLE, ONTRE SCREEN FORC14
MAY BE IN THE STEMWALL AND KNEEW ALL ONLY.
3L" DRAIN TO 6ELUER
10'-4 8'-4
'3E, ouTsImF
CLEANOUT
STEP DOWN 4
4
I
2" DRAIN zo
x
71
- --
---------------
--------------- --------
----
,
'4'
X
-
_%
�mr/
3, _o'
1177
ro'
24"424"x12" 3000 P51
CONCRETE PAD WITH
05 REBARS IN BOTH
DIRECTIONS AT ro OC
TIED TO ROD CHAIRS
fi
12'-0
FOUNDATION FLAN PLUMBING LAYOUT
ALL CONCRETE USED ON THIS ,JOB WILL BE 3000 FBI,
SEE PAGE 4 FOR THE EXISTING SLAB LOCATIONS.
Lj-
a x 16,"CONT. 3000 PSI CONCRETE FOOTER WITH (2) 05 REBAR5
01,1 P-00 (--,HAIRS SPACED NO MORE THAN 45" OC.
FILLED CELLS WIL-L. BE VERT, #5 RODS IN ALL CORNERS,
AND BESIDE EACH OPENING. THE T-41AX. SPACING
FOR ANY FILLED CELL WILL BE 8'-O"OC, ALL RODS MUST
BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25
41' SLAB
Xro 10/10 WIRE MESH
(1) 05 REBAR
FINISHED GRADE
I L'a
14'! 33
12"
THICKENED EDGE
MASONRY WALLS
#1 CONRETE MASONARY UNIT SHALL BE HOLLOW UNIT
MASONARYIN ACCORDANCE WITH ASTM C-SO AND SHALL
HAVE MINIMUM F'M OF 1500 P,5,1,
02 MORTAR. SHALL CONFORM TO A-eITMC- -210 AND SHALL BE
EITHER TlYPE'M OR S.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND
IDENTIFIED IN ACC ORANCE WITH ASTMA-615.LAP 5PLICF-5
WHERE f:REauiREr_> SHALL BE A MINIMUM OF 25" FOR #5 REBAR
30" FOR *6 REBAR AND 36" FOR #-I REBAR.
*4 GROUT FOR POURED CELLS AND LINTELS SHALL HAVE A
MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT 8 TO
fl INCH SLUMP AND HAVE A MINIMUM- 28 D4Y- COMPRESSIVE
► STRENGTH OF 3000 ( WHEN TESTED PER ASTM C-101'3)
05 PROVIDE CLEAN OUT OPENINGS (12 SO IN,) IN CELLS
CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT
FOUR EXCEEDS 5 FEET IN WEtrS"T_
IN I
*I THE BUILDING SITE SHALL BE SCRAPE]--> TO REMOVE
ALL ORGANIC MATERIALS, ANY ADDITIONAL FILL PLACED ON THE
BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN
ADEQUATELY SUPPORT A 2000 P,S-F. FOUNDATION LOADING -
THE SLAB SHALL BE PLACED OVER A 6MIL VAPOR BARRIER ON
CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL,
THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL
HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P,5,1,
EXISTING WALL
TOP COURSE LINTEL
NELU WALL
EXISTING SLAB
NEW SLAB
ATTACH THE NEW SLAB TO THE EXISTING 51-AIB WITH 05 REBAR
$ENDS EPDXIED INTO THE EXISTING SLAB AT -40" O-C, TIE THE
RODS TO THE NEW THICKENED EDGE. ALSO EFOX'T THE FOOTEIR REBAR TO THE EXISTING SLA,12,, ATTACH THE NEW MASONRY
WITH &" #5 REaARS 3z" C. USE
WALLS TO THE EXISTING WALLS
THE SIMPSON AT HIGH STRENGTH ADHESIVE TO EPDXY THERODS
INTO THE EXISTING- HOUSE. r-L
WALL AND 5LAB ATTACHMENT DETAIL)
SCALE:
I
" I PAGE 5
1/4" z V-0
DESIGN SERVICES INC,
MOBILE/ OFF -ICE 31522-2706-5all
OFFICE FAX 352-585-2342
6, HANLEY PO BOX 1325 SAN ANTONIO
FLA. 3351ro
THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
NO LIABILITY INSURANCE AND THEREFOR AGREES TO
HOL I-> HARMLESS, I[;>EMNIFY, AND DEFEND THE DESIGNER
FROM ALL. CLAIMS, LOSSES AND EXPENSES( INCLUDING
ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM
THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO
PROVIDE ERROR FPF-F- CONSTRUCTION DRAWINGS,
IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
5E HELD LIABLE FOR THE COST Or THE REPAIRS OR
DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL INFORMATION BEFORE IB]r-)]-
DING
OR STARTING ANY WORK ON THE JOB,
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 15Y THE ENGINEER
OF RECORD FOR THIS PLAN.
BECAUSE THIS IS AN ADDITION IT WILL F_ THE
RESPONSIBILITY OF ALL 5UE35 AND SUPPLIERS
TO VERIFY ALL [NFORMATION, IN THE FIELD
BEFORE ORDERING ANY MATERIAL OR STARTING
ANY WORK. THE HOMEOWNER REaUIRES THAT
THIS NEW ADDITION MATCHES] THE EX[STNG HOUSE.
IF ANY INFORMATION 15 NOT ON THIS PLAN THE
CONTRACTOR WILL NEED TO VERIFY THAT TH-E.NEW
WORK 15 MATCHING THE EXISTING,
THE CONTRACTOR DILL BE RESIPON611SLE TO VFRIRY T64F_ 6F_
D,4Y117 W. Sl'�IITl-1,fi'iS, FE.
FLORIDA 16-IC,* 53600
352-521-0a&5 OFFICE 352-521-006"! FAX,
9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
I HEREBY SERTIFY THAT I HAVE REVIEWED T4418
PLAN AND FOUND IT To BE IN COMPLIANCE Wt.
ASCE-1, THE FLORIDA eULDING CODE 2001 EDITION
AND THE 20013 SUPPLEMENTS WfTW ALL fREv'ISIONS
AND UPDATES TO FIT-01,
DAVID W. SMITH MS. PE, 53608
I
it
V
_i
N
N
THE EXISTING STRUCTURE WILL BE INSPECTED
5Y THE ENGINEER OF RECORD AFTER THE DEMOLITION
HAS BEEN DONE FOR ANY ADDITIONAL STRUCTURAL
REQUIREMENTS. IF ANY ADDITIONAL CHANGES ARE
NEEDED THE ENGINEFR WILL ADDRESS IT WITH
A SEALED LETTER OR DRAWINGS,
T-411
42'-011
34'-S"
- --- - -- - - - -- ----- -- -- - - -- --- --
-----------------------------
--
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USE SIMPSON H15A HURRICANE TIES
f i t
ON ALL TRUSS TO WOOD FRAME
-----------------------------------------------------
CONNECTIONS. FL*1045ror12
20'-0"
12'-0" �_ 30'-0 11
ROOF FRAMING PLAN
THE EXISTING HOUSE HAS A 1t-4" BEARING HEIGHT
AND THE NEW ADDITION HAS A BEARING HEIGHT OF 8'-0"
I-
SEE PAGE S OF THIS PLAN FOR
INFORMATION ON THE TRUSS
BRACING REQUIRED. TH15 15
IN ADDITION TO THE BRACING
REQUIRED BY THE TRUSS SUPPLIER.
SEE THE SIMPSON STRONG TIES CATALOG
FOR ANY ADDITIONAL INFORMATION ON ANY
OF THE SIMPSON FASTENERS SPECIFIED ON
TH1t PLAN,
CATALOr- C-200'3 EFFECTIVE I/ 1/ 01b
USE A SIMPSON HETAIro EMBEDDED
TRUSS STRAPS AT ALL LOCATIONS
THAT THE ROOF TRUSSES INTERSECT
WITH THE MASONRY WALLS, A MIN
OF 4" E1'" IBEDDMENT 15 REQUIRED.
FL*11413.3
CONNECT THE VALLEY TRUSSES
TO THE EXISTING TRUSSES WITH
A SIMPSON VTC2 VALLEY TRUSS
CLIP WITH 4-10d COMMONS IN THE
ROOF TRUSS AND 5-106 x 1 1/2" IN
THE' VALLEY TRUSS, USE f1) CLIP PER
EACH END OF EVERY VALLEY TRUSS
WHERE THEY INTERSECT WITH THE
ROOF TRUSSES. FL*10861.5
FIRE - ENGINEERED ROOF TRUSSES 1
241, OC MAXIMUM SPACING
TC LL 20.0 PSF
TC DL -I.O P5F
B C DL 10 O PSF
Br, LL 0,0 PSF I
TOT-LD- 3-1_0 PSF
0U:fR,FAC_ 1,25
DEFLECTION MEETS L / 360 LIVE
AND L / 240 TOTAL LOAD (I
k
j THE CEILING WAS RAISED FROM A FLAT
I 7'-4" TO A `""OFFERED CEILING WITH A NEW
}
HEIGHT OF 5 art', A NFW x 4y' SOUTHERN
Q YELLOW FINK COLLAR TIE WAS INBTALLEC?
U51NG A 4" x 3t8" CARRIASE FBOLT IN EACH
_ ENE) AND 3) 10a COP"IP"ic"'Ner
RAISED CEILING ING DETAIL
USE 6IMP60N HET410 EMBEDDED TRUSS
ANCHORS FL*11413,3 ATTACH THE NEW BEAMS
TO THE TOP OF THE NEW MASONRY COLUMNS_
ATTACH THE BEAMS TO THE TOP OF THE
EX161TING MASONRY WALLS TOE' PLATE
WITH (2) H2.5A HURRICANE TIES. FL*I0450 I2
DATE : j SCALE:
'_O��
PAGE._
/ 09 1/4" -
1
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-0.6-5a2l
i
OFFICE FAX 352-588 2342
R. 5, HANLEY
P 0 BOX 1325 SAN ANTONIO
FLA, 33576
THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
NO LIABILITY INSURANCE AND THEREFOR AGREES TO
HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER
FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING
ATTORNEYS FEES) AtRI51NG OUT OF OR RESULTING FROM
THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO
PROVIDE ERROR FREE CONSTRUCTION DRAWIN&S.
IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
BE HELD LIABLE FOR THE C-05T OF THE REPAIRS OR
.DELAY TO THE JOB, THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
OR STARTING ANY WORK ON THE JOB
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 TI-#E
CURRENT FLORIDA BUILDING CODE. TI-IESI` CHANGES
ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER
OF RECORD FOR THIS PLAN.
BECAUSE THIS 15 AN ADDITION IT WILL BE THE
RESPONSIBILITY OF ALL SUBS AND SUPPLIERS
TO VERIFY'` ALL INFORMATION IN THE FfELD
BEFORE ORDERING ANY MATERIAL OR STARTING
ANY WORK, THE HOMEOWNER REQUIRES THAT
THIS NEW ADDITION MATCHES THE EXISTNG HOUSE,
IF ANY INFORMATION 15 NOT ON THIS PLAN THE
CONTRACTOR WILL NEED TO VERIFY THAT THE NEW
WORK 16 MATCHING THE EXISTING.
THE 6WE NEY ADDITION
03 1 6T
ZEf='HYRHILLS FLORIDA 33542
EAST PASCO COUNTY
1
I
LIVING AREA N�313 SF
SCREEN PORCH 24& 5F
1
FRONT FORCH 100 SF
�
TOTAL_ UNDER? ROOF 225-1 S1"
1
I
THE CONTRACTOR WILL BE RESPONSIBLE TO VERIRY THE SF,
DAVIDLu. SM"ITH, MS. FE,
FLORIDA LIC.* 53600
352-521-0865 OFFICE 352-521-05ro FAX
11B013 WALLASTON DRIVE DARE CITY ,FLA, 33525
I PEREeY CERTIFY THAT I WAVE REVIEWED T�-IIS
PLAN ,AND FOUND IT TO eE IN COMPLIANCE WITH
,5CE-1, THE FLORIDA BUILDINCz CODE 200-1 EDITION I
6
,AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-0-1,
1\
DAVIlD W. SMITH MS, PE. * 53ro0a
i
5CALE:
1/4 11 = If—oll PAGE I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
SCREENED PORCH
n
A A k`j
N f LIPT LJGHT
F-
V-4- f 4-'
eEDROOM *I
I
2.-IEV
- m - i-- - - -y -�- I
ML ei=-
4 oc;
----------------- ---
J;
+'p
CLOSET
M c
A,
07
8x4),4
lox1ox&
UTILITY ROOM
FOLDINIS AREA 4'TO AHU
Fl-
0
G-n
M<� FRAME WALL- I
ri-----------
91
'1�
f'F'AN
LIC
KITC�EN
FAMILY ROOM
----------------
ELECTRICAL PLAN
I AC REOUREMENT5 I
14 TONS 4&000 eTUS filo-00 1--Fm
#2
FAN LIGHT
(t" (11h
FS
aATH
7
-y"
4
3rz:,' VARF
--------------
eEDROOM #3
A
IFAN LIGHT
I?
FAN SPEED CONTROL
v I
n
FAN LIGHT
U
LIVING ROOM
200CFM
3 1-011
i1off
y
HVAG VENT LAYOUT
OE
THE FIRST NUMBERS BY THE eSRILL
ARE THE 517E OF THE VENT AND THE
LAST
L45T NUMIBER IBY THE GRILL 15 THE DUCT SIZE,
IN ORDER FOR THE AC-, SYSTEM TO
WORK EFFICIENTLY THE CONTRACTOR
,WILL NEED TO HAVE x12" PASS THROL-IrSk i
VENTS ABOVE ALL DOORS OR INSTALL
INDIVIDUAL RETURNS IN EACH ROOM.
THE DUCT WORK, ALL FLEX RUNS AND DUCT RUNS COULD
CHANGE DUE TO THE FRAMING OF THE HOUSE AND THE
ROO
F TRUSSES WE5 DESIGNS. THE DUCTS ARENOT SOWN
FOR THIS REASON,
F-
ELECTRICAL
5YM5OL5
II
.0 RECESSED POT LIGHT
FAN I LIGHT
D13L FLOOD LIGHTS
CARBON MONOXIDE
DETECTOR i
L& EXHAUST FAN
SINGLE SWITCH
GROUND FAULT OUTLET
LIGH---
3-WAY SWITCH
SMOKE DETECTOR 1
VD 110 OUTLET
CONCRETE ENCASED "11FER" ELECTRODE 16 REQUIRED PER
ART 250-50, 1 QB13Q N,E.C, MUST
eE INSPECTED PRIOR TO
CONCRETE PLACEMENT.
wn=m�
1) IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE
CODE ELECTRICAL, PLUME�IN,-S, AND MECHANICAL &Y&TEM6,6HALL eE r->Eslr--,NED- eY
THE RESPECTIVE C-ONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS
DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS.,,
2) ALL ELECTRICAL OUTLETS IN eATHROOM6, KITCHENS, AND EXTERIOR AREAS
ABOVE COUNTER HEIGHTS AND WIT14IN ('-O" OF 6INKS SHALL BE CFI.
f GROUND FAULT NTERRUFTER)
3-41 ALL ELECTRICAL OUTLETS, IN BEDROOMS SHALL EBE tIvIlRED INTO
AN ARC -FAULT INTERRUPTER "AFf" CIRCUIT,
4) SMOKE -DETECTORS SHALL 15E PLACED IN EACH IBEDROOM
AND IN HALLWAY AREAS ADJACENT TO IBEDROOM AND OTHER
LIVING AREAS k SMOKE DETECTOR PER SECTION 05,22,5)
5) PROVIDE AN OUTLET AND LIGHT WITHIN REACH OF EVERY
ATTIC ACCE56 AREA FOR ANY FUTURE SERVICE IN
THE ATTIC: AREA,
ro) pRoViDE CAF-f:,>oN MON0360E DETECTOR-6 WITHIN 10'
OF ALL fBF-DROOMS.
DESIGN SERVICES INC,
MOeILE/ OFFICE 352-206-5a2l
OFFICE FAX 352-5,55-2342
R. S. HANLEY. 0 eOX 1325 SAN ANTONIO
FLA, 3351ro
THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
NO LIABILITY INSURANCE AND THEREFOR AGREES TO
HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER
FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING
ATTORNEYS FEES) AR15ING OUT OF OR RESULTING FROM
THE PROJECT® THE DESIGNER IN GOOD FAITH ATTEMPT TO
PROVIDE ERROR FREE CONSTRUCTION DRAWINGS,
IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
BE HELD LIABLE FOR. THE COST OF THE REPAIRS OR
DELAY TO THE JOiB, THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL INFORMATION BEFORE f5IF->r-)ING
OR 6TAIRTINS ANY WORK 014 THE JO15,
THE PLUMiBING , ELECTRICAL AND MECHANICAL
PARTS OF THE PLAN ARE NON-STRUCTURAL AND
MAY I5E ADJUSTED BY THE SUES -CONTRACTORS
PERMITTED TO DO THE JOB. BUT THE CHANGES
MUST MEET THE MINIMUM STANDARDS OF THE
CURRENT FLORIDA IBUILDING CODE, THESE CHANGES
ARE NOT REQUIRED TO eE VERIFIED BY THE ENGINEER
OF RECORD FOR THIS PLAN,
5ECAUSE TH15 15 AN ADDITION IT WILL BE THE
RE5PON51eILIT" OF ALL SUf56 AND SUPPLIERS
TO VERIFY ALL INFORMATION IN THE FIELD
5EFORE ORDERING ANY MATERIAL OR STARTING
ANY WORK, THE HOMEOWNER REQUIRES THAT
THIS NEW ADDITION MATCHES THE EXISTN� HOUSE.
IF ANY INFORMATION 15 NOT ON THIS PLAN THE
CONTRACTOR WILL NEED TO VERIFY THAT THE NEW
WORK 15 MATCHING THE EXISTIN45.
THE &WEENEY ADDITION
5053 11th ST
ZEPHYRHILL5 FLORIDA 33542
EA5T PASCO COUNTY
tl--w26-21-0010-21300-0010
LIVING AIREA 113-39 sf:
SCREEN PORCH 245 5F
FRONT PORCH 100 6F
TOTAL UNDER ROOF 22al &F
THE CONTRACTOR WILL eE RESPONSIBLE TO VERIRY THE SF,
1313013 WALLASTON DRIVE DADS CITY FLA. 33525
I HEREeY CERTIFY THAT I HAVE REVIEWED THIe
PLAN AND FOUND IT TO eE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING GODE 2001 EDITION
AND THE 200e SUFFLEMENT5 WITH ALL REVISIONS
AND UPDATES TO F5G-01,
new
#1 CONRETE MA50NRY UNIT SHALL BE HOLLOW UNIT
MASONRY IN ACCORDANCE 1,1.1ITH ASTM C-90 AND SHALL
HAVE MINIMUM F,M OF 1500 P.S.I.
#2 MORTAR SHALL CONFORM TO ASTMC -270 AND SHALL BE
EITHER TYPE M OR 5,
'W3 REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND
IDENTIFIED IN ACCORANCE WITH AS , EA-61E.LAP SPLICES
WHERE RE TIRED SHALL BE A rMINfMUM OF 25" FOR 0 REDAR
30" FOR *(i REBAR AND 3ra" FOR *-! REBAR®
4 GROUT FOR POURED CELLS AND LINTELS SHALL €-IAv- A
MAXIMUM COURSE AGGREGATE SIZE OF 3 a" PLACED AT 8 TO
11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE 1
STRENGTH OF 3000 F,5.1f ( WHEN TESTED PER 45T1" 1 C-1O1 )
05 PROVIDE CLEAN OUT OPENINGS (12 SQ IN,) IN CELLS
CONTAINING SPLICED REINFORCEMENT. WHEN/ THE GROUT
FOUR EXCEEDS 5 FEET IN HEIGHT.
r I ALL EXTERIOR WINDOWS AND GLASS DOORS OR ENTRANCE
DOOR SHALL BE TESTED IN ACCORDANCE, WITH
ANSI/At-fMA/lNUffWDA 1011182 STANDARD AND BEAR IN AMM OR
WDMA LABEL IDENTIFYING THE MANUFACTURERS PERFORMANCE
C+-IARACTERI STICS AND APPROVED PRODUCT TESTING ENTITY.
#2 ALL MULLIONS AND .ADJACENT DOOR/WINDOW ASSE1" IBLIE5
SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE
DE51GN LOADS TO THE ROUGH OPENINGS SUBSTRATE.
#3 INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE
MANUFACTURERS.—
ANCHORING
RECOMMENDATIONS TO ACHIEVE
THE DESIGN PRESSURE SPECIFIED,
0 THIS SYMBOL INDICATES THE APPROXIMATE
LOCATION OF THE FILLED CELLS CAN THE FOUNDATION
PAGE OF THIS PLAN,
THE FILLED CELLS ARE BLOCK CELLS FILLED
SOLID WITH 3000 PSI AND VERT. #5 REBAR. THE
VERT REBAR ARE THEN TIED TO THE HORIZ, REB, R,;.S
IN THE FOOTER AND THE TOP COURSE LINTEL.
THE MIN LAR FOR ANY REBAIR WILL BE 25".
I
ft
I
8" CONCRETE BLOCK
I EXTERIOR WALLS
!F
I I
If
f+ I
Ef I
I #5 REBAR IN FILLED CELLS ]
I 5TAFNDAR1 4"
If MONOLITHIC SLAB
f FINI,a.,H D GRADE — — — _ — — I
1211
If
l ro MIL, I
' MIN _ _ If V 15OUEEI*i
u. II
I_ I
I2FI f Et
I
3� EE
� I
r
4" 13000 P51 MONOLITHIC CONCRETE SLAB O VER CLEAN,
TREATED AND COMPACTED SOIL. THE SOIL WILL BE I
E x-, y
COMPACTED TO _� MIN, � �OOO SF A i P TIED O AND BE TREATED
j FOR TERMITE5 AS PER THIS PLAN.
IIt
x 6" 10/10 WIRE I`°`IESH OVER to1'-1ILr VISQUEEN VAPOR �
i BARRIER WILL BE INSTALLED FOR REINFORCING THE SLAB,
FIBERMESH CONCRETE CAN BE USE IN PLACE OF THE WIRE I
MESH. SEE THE DETAIL. SHEET OF THIS PLAN FOR THE �
COMPLETE TERMITE TREATMENT REQUIRED, j
E
TYPICAL MASONRY WALL SECTION If
----------- - ------------------------------------------- I
W1 MONOLITHIC, FOOTER AND SLA5
11EE1 V LEY LINING MATERIAL
'# #� Co" MIN,
NORMAL WIND LOAD
5" ExPOSUR
' 7
FL*10124J 2„ CENTERL.INIE
ALWAYS REFER TO THE MANUFACTURERS
SPEC
IFICATION5 FURNISHED TO THE JOBSITE,
411x5" ANGLE 26 GAUGE GALVANIZED METAL
RIBBER VALLEY FLASHING OVER THE TOP OR
12" WIDE 26 GAUGE GALVANIZED METAL
ALL SNINSLES ARE TO BE NAILED WITH 11 OR 12 GAUGE
GALVAN14-ED NAILS WITH 3/5" DIAMETER. HEADS., ALL NAILS
PENETRATE T "
MUST,�..� .. _,�-BETE ,T LEAST, ��4 INTO THE, WOOD SHEATHING.
5I1" 1PSON HETA I&
EMBEDDED TRUSS STRAPS
MIN OF 4" E1`18EDDfi'lENT�
EXCEPT WHERE DOTED
ALUM, DRIP EAVE
PRE FINISHED FASCIA
OVER 2X SUB-FA6C-IA
VENTED SOFFITT
R O3.6.1 EXTERIOR PLASTE15Z
EXTERIOR USE OF PORTLAND CEMENT
PLASTER SHALL COMPLY WITH APPLICATION
REQUIREMENTS OF ASTM Ca2&-'BS AND C I063-'3l
PRECAST CONCRETE SILL
'5 REBAR IN FILLEDCELL
PER FOUNDATION PLAN
FINISHED GRADE
12`I MIN 015TANCE
ImTn Imm
NAIL 2r BLOCKING BETWEEN. TRUSSES IN ALL
AREAS THAT A PLY -CLIP CANT BE APPLIED
F1BER LASS SHINGLES INSTALLED
PER THE DETAIL OF TH15 FLAN OR
A5 FER THE MANUFACTURER IF
ANOTHER TYPE OF SHINGLE
IS CHO05EN `
30 ROOFING FELT
1/2" CDX (32124)OR OSB SHEATHING NAILED
WITH 8d COMMONS AT Co" OC UNLESS OTHERWISE NOTED
j r
I
ILL W Tl S5
PR
i R-30 INSULATION
ALL TEMPORARY AND PERMANENT
BRACING INFORMATION FOR. THE
ENGINEERED ROOF TRUSSES '
WILL BE FURNISHED BY THE
TRU65 COMPANY THAT
PRODUCES THE TRUSSES.
POURED LINTEL BLOCKS WITH (1) 05 ROD
TIED TO VERT RODS IN FILLED CELLS
POURED CONCRETE POWER STEEL LINTELS
OVER ALL OPENINGS EXCEPT WHERE NOTED
I '2" DRYWALL OVER IX FURRING STRIPS
AND RIGID INSULATION
SEE RETAIL SHEET OF THIS PLAN FOR
r WINDOW AND DOOR INSTALLATION, THE
CONTRACTOR 15 RESPONSIBLE TO HAVE
INSTALLATION INSTRUCTIONS ON THE JOB51TE�
I IF OTHER COMPONENTS ARE CHOOSEN.
Ef
rf
ti F'
„ INTERIOR TRIM
FINISHED FLOORING
GLEAKTREATED: COMPACTED 501L
6TANDARD " LP45 NOTE:
4f1 13000 PSI CONCRETE SLAB OVER
CLEAN, TREATED AND COMPACTED SOIL,
THE SOIL WILL BE COMPACTED TO A MIN,
OF 2000 P5F AND BE TREATED FOR TERMITES
AS PER THIS FLAN,
ro x ro„ 10/10 WIRE MESH OVER bMIL. Vl5QUEEN
VAPOR BARRIER WILL BE INSTALLED FOR
REINFORCING THE SLAB.
FIBERMESH CONCRETE CAN BE USE IN PLACE
OF THE WIRE MESH,
THESE SPECS REFER TO EITHER; A STEMWALL
FOUNDATION OR A MONOLITHIC 51 AAB.
&TANDAIRD 6INGLE ! 1 FOOTER
8" x lro"CONT. 3000 PSI CONCRETE FOOTER WITH (2) #5 REBARS
OF10"x20" CONT. 3000 PSI CONCRETE FOOTER WITH (2) #5 REBAR a
(` ON ROD CHAIRS SPACED NO MORE THAN 48" OC.
I FILLED CELLS WILL BE VERT, #5 RODS IN ALL CORNER'S.
AND BESIDE EACH OPENING, THE MAX, SPAC INC:; °
FOR ANY FILLED CELL WILL BE S'-t�"t7O? ALL RODS MUST
1 Et ;
BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25 �
t
SEE THE FOUNDATION PLAN I
{
3
1/2" CEILING DRYWALL
ON ALL INTERIOR CEILINGS
AND VINYL CEILINGS OVER
1X3 STRIPPING fro" OC ON ALL
EXTERIOR CEILINGS
1/2" FAINTED COX MAY BE
SUBSTITUTED FOR THE
VIYNL CEILING.
PRE - ENGINEERED -ROOF TRIU55E51jj
24" OC MAXIMUM SPACING I
TC LL 20.0 P5F
TC DL ?.O FSF
BC DL 10E0 FSF I
BC LL 0-0 P5F
TOT,LD. _3.0 F.SF
I OUR_FAC, 1.25
DEFLECTION MEETS L l 3ro'' LIVE I
AND L ! 240 TOTAL LOAD
SECTION 3 BUILDING PLANNING
SECTION R301B GARAGES AND CARPORTS,
R30'5t1 OPENING PROTECTION
OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH 60LID WOOD DOORS NOT LESS THAN
1 3JO" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL
DOORS NOT LE55 THAN 1 3!8" THICK OR 20 MINUTE FIRE
RATED DOORS,
R30'3.2 SEPERATION REQUIRED
T HE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE
AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD
APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE
ROOMS SHALL BE SEPERATED FROM ,ALL HABITABLE ROOMS
ABOVE BY NO LESS THAN 5" TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE 5EPERATION 15 A FLOOR -CEILING
ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPERATION SMALL
ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD
OR EQUIVALENT.
ATTIC ACCESS
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS '
! EXCEEDING 30 6Q.FT, AND HAVING MINIMUM 30 INCHES OF
1 VERTICAL HEIGHT. ROUGH FRAMED OPENINGS NOT TO BE
I LESS 1 HAT 22' X30" INCHES, WHEN MECHANICAL EQUIPMENT I iz I
LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN
ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE
I
RE5IDENITIAL-5ECTION, M1305.1-13r
TREATMENT; C SOIL CHEMICAL BARRIER METHOD)
a 4=1 1AN 1T SIGN TO I NT1F" THE ' � �-� TI ATiIENT -RO I }ER {A I
NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED_
THE SIGN SHALL. BE POSTED NEAR TIDE WATER HEATER OR ELECTRIC PANEL.
2) C E:NDINSATE AND ROOF DOWN SPORTS SHALL �{C� ;RGE AT LEAST 1'-0" AWAY FROM
THE BUILDING SIDEWALLS_
33 IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY REA15 SHALL
NOT BE INSTALLED WITHIN 14-0 4 CF THE BUILDINGS 511DEWI ALLS_
4) TO F'ROv IDE FOR 4-45PEC T I N FOR TERMITE INFESTATION BETWEEN MALL COvERIN6t
AND FINAL EARTH GRADE SHALL NOT BE LESS TWA & INCHES ( EXCEPTION PAINT OR
DEG—ORATI' E CEMENTICUS° FINISH LESS THAN F f,IV' THIC4 ADHERED DIRECTLY TO THE
'FOUNDATION WALL_
5) INITIAL TREATMENT SHALL BE DONE AFTER ,ALL EXCAVATION AND BACK. FILL IS COMPLETED_
6) SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INGLUDING SPACES BOXED
OR. FORMED.
-1) BOXED AREAS 4N CONCRETE FLOURS FOR 5Ue5E0UENT IN5TALLLATION OF TRAPS, ETC. SHALL BE
MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERM ANEI�!`I -70R 1S MUST BE OF ,A 517-E �.N
DEPTH THAT WILL ELIMINATE THE 015TUR ,ANGE OF 6 IL AFTER' THE INITIAL TREATMENT
6 ) A h'f1NIMI1 IM & MIL: AP -OR RETARDER MUST BE [MSTALLEL: TO PROTECT AGAINST
RAINFALL DILUTION, IF RAINFALL OCCURS BFFORE VAPOR RFT,ARDFR PLA-CIQMENT,
RE -TREATMENT 15 REQUIRED,
�j CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION' PERIMETER MUST BE
REMOVE:> BEFORE EXTI=RIOR- SOIL TREATMENT,
10) SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH 1'-0„
F THE 5TRUCTURE5.51DEWIALLS.
II 1, AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE IieISTALLED AFTER:
COvTRi.IG T 1ON, IS COMPLETE INCLUDINGLANDSCA;-P
rNG A;I*iD IRRIGATION -
ANT SOIL r .ST[1RBED , AFTER. T14E `>�ERTfCAL BARRIER IS APPLIED, SHALL F_E
RETRFATFD.
12) ,ALL BUILDINGS ARE REQUIRED TO HAVE flRE-CONSTRUCTION TREATI"IEN f .
13 ,A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY
A LICENSED PEST c`. GPI , v B: EFOf;z A !CERTIFICATE-.J` ::%r"..,'�..UPA'NNIC'i WILL
BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL. 5TATE. "THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PR ENTION OF SUBTERRANEAN TER/ MITES_
THE TREAT?-fENT IS IN -WIT-WtT44 THE RULES AND -'AW5 OF THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
14J AFTER ALL WORK 15 COMPLETE LOOSE 1. 4�:CD - ;.ND FILL MUST BE REMOVED FROM
BELOW AND WITHIN I'-v€r OFTHEE+t ilL`c:INc�Z. THIS 11�f Lt.IGE. , +L GR t+fE 5T 41 �ES,TI IB
TRAP" BOXES, FORM5,5HORING OR OTHER CELLULOSE CONTAINING MATERIAL..
5 ` NO WOOD, VEGETATION, 5T~.3MPS, G, ARDBJARD ,TRASH ETC. , SHALL BE BURIED WIT ° p
I'a 0" OF AN" BUILDING OR PROPOSED BUILDING, II
S. HNE
,
DESIGN SERVICES Ift-1,
MOBILE/ OFFICE_ 3 - 0 -SS2l
OFFICE FAX 352-586-2342
P .0 BOX 1325 SAN ANTONIO
FLA. 33516
THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
NO LIABILITY INSURANCE AND THEREFOR AGREES TO
HOLD HARMLESS, IDEMNIPT` AND DEFEND THE DESIGNER,
FROM ALL CLAIMS, LO55ES AND EXPENSES( INCLUDING
ATTORNEYS FEES AR fSINS OUT OF OR RESULTING FROM
THE PROJECT, THE DE-51 NER IN GOOD FAITH ATTEMPT TO
PROVIDE ERROR FREE CON5TRUCTION DRAWINGS,
IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
BE HELD LIABLE FOR THE COST OF THE REPAIRS OR
DELAY TO THE JOB, THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
OR STARTING ANY WORD. ON THE JOB.
THE PLU °IBiNG , ELECTRICAL AND MECHANICAL
PARTS OF THE PLAN ARE NON-STRUCTURAL AND
MAY BE ADJUSTED BY THE 5U5-CONTRACTORS
PERMITTED TO DO THE JOB. BUT THE CHA C-aE6
MUST MEET THE MIN/MUM STANDARDS OF THE
CURRENT FLORIDA BUILDING CODE. THESE CH,4NxE5
ARE NOT fZEQUIRED TO BE VERIFIED BY THE ENGINEER
OF RECORD FOR THIS PLAN{
1='aECAUSE THIS IS AN ADDITION IT WILT_. BE THE
RESPONSIBILITY OF ALL SUB5 AND SUPPLIERS
LL
t
A. INFORMATION
TO VERIFY 11�1 ORt "€ TION IN THE FIELD
BEFORE ORDERING ANY MATERIAL OR STARTING
ANY WORK, THE HOMEOWNER REQUIRES THAT
TH15 NEW ADDITION MATCHES THE EXISTNG HOUSE.
IF ANY INFORMATION IS NOT ON THIS PLAN THE
CONTRACTOR WILL NEED TO VERIFY THAT THE NEW
WORK 15 MATCHING THE EXISTING.
THE SWEENEY ADDI710N
.� dw •
I
.r wow
THE CONTRACTOR WILL BE RESPONSIBLE TO VERIRY THE SF.
DAVID lU. SMITH/ MS. FE.
t r► A
v�
ROOF TRUSS 5RACING IN ADDITION
TO THE TRUSS ENGINEERING REQUIRED
X-BRACING
}O;,O" OC MAX,
r- �I
X-BRACING
20'-0" OC MAX,
I
1
r
#
•
E
IX
l i
I
I
� i
�
i
t t
Ix!
k
I
lJ
i
1
j
MIN 2X4 #2 PINE
X-C=ROSS IERAGING
BOTTOM CHORD
1` f MIN OF (2)
y'1 i Irod COMMONS
PER TRUSS JOINT
°, \L AND X-JOINT
MIN 1X4
CONTINUOUS 02 PINE
TRUSS BRACING
-BRACING: DETAIL
NAIL THE 2X4 MEMBERS OF THE X-GROSS BRACING
INTO THE TOP AND BOTTOM CHORDS OF THE ROOF
TRUSSES WITH (2) 166 COMMONS. CLINCH ANY NAILS
THAT PENETRATE THE LUMBER.
AT LEAST ONE TRUSS SPACE E LAPPED
MIN (2) 12c ( F'ER JOINT
RAT -RUN BRACING DETAIL_
MAX OF 10'-0" Or, SPACING
MIN IX4
NTINUOUS #2 PINE
TRUSS BRACING
FRAMING NOTES:
1) ALL WOOD USED FOR SOLE PLATES OR IN CONTACT
WITH SOIL WILL BE 02 PT SOUTHERN YELLOW PINE .
2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE
02 SPRUCE OR BETTER AND SPACED 1,Co" OC,
3) ALL ENG. WOOD BEAMS SUCH AS MICROLLAMS
HAVE BEEN DESIGNED ACCORDING TO THE
TRUSSJOIST SPECIFICATIONS,
41) ALL OF THE SIMPSON FASTENERS AND HANGERS
MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER
VALUES, ALWAYS VERIFY THIS WITH THE ENG, OF RECORI .
5) ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH INS
MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR
TO RF-QUESTI14S A FRAMING INSPECTION,
ALL INTERIOR DIMENSIONS ARE GLEN TO THE INDICATED
CENTER OF T E STUD UNLESS NOTED OTI-IERWIS '.
Z) ALL OF THE EXTERIOR DIMENSIONS ARE GIVEN TO THE
FACE OF THE FRAME OR MASONRY WALL WHICH WILL
ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME
WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR
5HE'ATHING WITH THE FOUNDATION).
8) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY
SHALL BE PRESSURE TREATED LUMBER,
3) ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X ro
02 SOUTHERN YELLOW PINE.
( NO PLYWOOD SPACERS REQUIRED)
10) ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS
SHALL BE NO LESS THAN n SOUTHERN YELLOW PINE
LUMBER. IF THE LUMBER WILL BE IN THE WEATHER OR
CLOSER THAN 08" FROM THE GROUND IT #:MOLL NEED
TO BE PRESSURE TREATED, EXCEPT AS NOTED,
j ll) ALL TEMPORARY AND PERMANENT BRACING INFORMATION
FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY
E THE TRUSS COMPANY TWAT PRODUCES THE TRUSSES,
12) NAIL 2x BLOCKING BETWEEN TRUSSES IN ALL AREAS THAT
A PLY -CLIP CANT BE APPLIED,
DATE
f & /Ce.
SCALE=
1/ 11 = V--oil
FAGE 9
DESIGN SERVICES INC.
1114elLE/ OFFICE 352-206-5827
OFFICE FAX 352-588-2342
R. S' H NLE P O BOX 1325 SAN ANTONIO
--- - —� FLA, 3-15-16
THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
NO LIABILITY INSURANCE AND THEREFOR AGREES TO
MOLD HARMLESS, IDEI" INIFY, AND DEFEND THE DESIGNER
FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING
ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM
THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO
PROVIDE ERROR FREE CONSTRUCTION DRAWINGS.
IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
BE HELD LIABLE FOR THE COST OF THE REPAIRS OR
DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
OR STARTING ANY WORK ON THE JOB.
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 REOUIRED TO BE VERIFIED BY THE ENGINEER
OF RECORD FOR TH15 PLAN,
BECAUSE THIS 15 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. THE HOMEOWNER REQUIRES THAT
THIS NEW ADDITION MATCHES THE EXISTNG HOUSE.
IF ANY INFORMATION 16 NOT ON THIS PLAN THE
CONTRACTOR WILL. NEED TO VERIFY THAT THE NEW
WORK 15 MATCHING THE EXISTING,
THE SUJEENEY ADDITION
E0E3 11th 6T
ZEPNYRNILLS FLORIDA 33542
EAST P SCO COUNTY
11-2 -21- 10-21300-001
LIVING AREA 19313 61=
SCREEN PORCH 240 SF
FRONT PORCH 100 SF
TOTAL_ UNDER ROOF 2281 SF
THE CONTRACTOR WILL BE RESPONSIBLE- TO VERIRY THE SF,
DAVID t�U, SMITE-}, MS. FE,
FLORiDA LIG.• 53608
352-521-0865 OFFICE 352-521-0861 FAX,
c3c30,B W ALLASTON DRIVE DADE CITY FLA. 33525
I HEREfBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO IBE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA IBIJ DING CODE 2001 EDITION.
AND THE 200c3 SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-01.
DAVID W, SMITH Ms, PE£ 11 53roca
14 CACE RALL
amt-INE
PwANGE !'j FIA G�
52" MAX. OVERALI
FRA F i
a-uu,14G PROMM-15 COPP,
SUE-RLWE ORRIE W_IRB, Tq R-UNSkilcle, N�i _732-435JUT-10
4
MODEL SERIES 2100 SINGLEE &TWIN
E Jr-1 U_') E D P V C S 15N G L E-HUINIG WINDO.I"s
1LJ ji
_j
v,
>
J
MAX- DAL-11).
1. FIFFN LVA! UATED AN'D 1'� W COMPU'ANCE6.
"04 2-04 rFIORIII 3fJ1*L_pjh%1c CODIE SECTSIDN's Cove bllc
TH_
r HfGH VFLfJGfTY HURRfCANE ZO.NE'.
dj' 63" SfWLE W'14Y)W_
2 PPQf)k' T A,4Ck'C;RS E AS U�71_,-Lq AND SRACE AS
- -, L_ 8, Z� I cl
ss
SASH SVE� 50.725:' x 3)2,,p25
SHOWN ON PFTMLS. 4qC,40R ZME�::DMENT TO BASE WJERw'_
DAYLiTE cfpE,A4'4c- SIZE- 48,1�5
x 2B.125,
SHIA41-L BE 3c-YOND IWALL DRESSIt-iG OR STUCCO.
54.5" MAX UVFFALL
3, LIESICN PRESSURE PWRING SEE DEWN RRESSURE RATING TASLE
THIS SHEET
FIN P AN
52" WX OVE-RA-1-1
fr- FR44E AWTV
i
4. THPS PRODUCT MEETS -PHE WIATE-17? REQUIPS14LNIT-C FOR "HICH
if
VETO P"LiPRICANE ZOJNM_,"
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.. . . .
D5. Hf,fLOCITY H RIc.E VFIS
if a o"
PRODUCT S REfQUIPED TO BE PROTEC-n-O WIVI-f A4, iMPACT
COVERING TqATCOMPUES WITH SECTION 1616
-
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-
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I GENERAL NGPES & IYPICAL F-L XRONS
2 if'_L'F CAL GPOSS S-ECTIMIS R C:.A2m, DE-,AJ
CROSS _qrc-00M Wilt ON DUAI'Ll
A, ORINQ WICA-0flONS MAX
54.5" x 64,5" WANX0.114c P?
A-SUILL OF MAT0RI
__LUNIT COMPONNT,' ALS __5H _�izE_ -W(Lft OPENING SIZE: 48 2&1251:
t-52' VAX OVERALL t Ij 1,1ylrjT1q
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V
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DAYLFE OPEININf; Sf'-F� 4&';25' x 28.12-5
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- J!IN-immi,
_X 10P GLALDNG DETAIL Ws ' 118" ANNEALED GLASS
fF
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'u,5" W� ell '25,4v-A ji ` i .6Z5� MIN.
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_'4"'7NL FAfbWT7) #x /4SEL TA- .3 EWCA?F -ASH ME 'Ef? E 5' FROU E4CH E-ND OF Tj-� MEETIMr, RAiL. hAi
-N �,7, FA.—,-N- Vic; (22) -06 x 3/4" SCREWS.
5- 15 Vbs. FELT A0.)ST BE USED AS A WATLER BARRIER. THE FELT MUST
121 VER HE 5C -vi HEADS- ALL LOUSE CO, , TH NAh-ING FfN AND ANChGq: -RE tf
EDGES nF T,9F FELT MfUST R-F SEALED WITH 51,11
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4
51
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it
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fs
2X RUCK
W-an
RArL
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fd
771
Up TO 53, X 63' O.A. Fpw�:-
TkPC0?"!S i WrAIP 1 , 2' C a Ak' �v_kf - Tn A _SoN mr-
M-NO A i4fURf,144 2-1/4- C i I A C
�E TC� Ep, , P_orwS,
1 2- THE ANACHOR SCREWS AT, 1.125 A010 3-375" FP01M THE MWE GEJ.TER
UNE AT T17F MU'- Of N ARF ITEIV j33, A 1 1/2" ,zups
FLkl HEAD 314�i- METIAA- SCREW AND AVE G 111 r$ G THROUGH ITEM #31,
TJ'-- ULAN! AND GONG INTO O. _3306 SUC-11L
IF A rDIFFERENT WINC>OW 15 TO eE U6Er,> ON
THIS JOe IT WILL IBE THE RESFON51SILITY
OF THE GONT1RAGTOfR TO FURNISH ENGINEERED
rDFRAWING FROM THE MANUFACTURER AS TO
THE FROFER IN5TALLATION,
'1,
'6
T.
IJ 2-
SW LE wfiNrl-0,391, UP TO :in.FLANGE U1,10J,
UP TC)
_T
MTF1,1 UtNblt
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SEE NOITE I
77 F
7,!111'_'L AT Sh L & HEAD I
S-23Zt
A OF
6GALE:
I I I
1/4 ® 1 —110
DE51,GN SERVICES 1NC,
-52 -1111&-5521 -11Of5ILF_/ OFFICE
OFFICE FAX 352-5e8-2342
R. S. HANLEY F 0 iBOX 1325 SAN ANTI NIO
FLA, 3351ro
THE CLIENT UNDERSTAND$ THE THE DESIGNER CARRIES
1\10 LIAIBILITY INSURANCE AND THEREFOR AGREES TO
HOLD HARMLES6, IDEMNIFY, AND DEFEND THE DESIGNER
FROM ALL CLAIMS, L055E5 AND EXPENSES( INCLUDING
ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM
THJEDR'GODFMT TOEPRO, GTA
PROVIDE 'ERROIR FREE CONSTRUCTION DRAW[NrGS,
IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
BE HELD LIAf-aILE FOR THE COST OF THE REPAIRS OR
DELAY TO THE JOE�, THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL RMATI0N BEFOREDD
OR STARTING ANY WORK ON THE JOB,
THE PLUMBING , ELECTRICAL AND MECHANICAL
PARTS OF THE PLAN ARE NON-STRUCTURAL AND
MAY BE ADJUSTED 5Y THE SUB-CONTRAG-TORS
PERMITTED TO DO THE JOe, eUT THE CHANGES
MUST MEET THE MINIMUM STANVAIRDS OF THE
GUI , IRRENT FLORIDA iBUILDINS CODE, THESE CHANGES
Arv,1`E NOT 'REQUIRED TO BE VERIFIED BY THE ENGINEER
OF RECORD FOR THIS PLAN -
BECAUSE THIS IS AN 14rDDITION IT WILL BE THE
RESPONSIBILITY OF ALL SUI!�6 AND SUPPLIERS
TO VERIFY ALL INFORMATION IN THE FIELD
BEFORE ORDERING ANY MATERIAL OR STARTING
ANY WORK, THE HOMEOWNER REOUIRES -11'4_4 A
THIS NEW ADDITION MATCHES THE EXISTNG HOUSE.
IF ANY INFORMATION 16 NOT ON THIS PLAN THE
CONTRACTOR NEED TOVER[FY THAT THE NEW
WORK 15 MATCHING THE EXi'_')TINeG,
5053 11th 6T
JZ> ZEA -PHYRHILLS FLOR /A 33542
EAST PASCO COUNTY
11-2ro-21-0010-21300-0010
6ILvE'f-,R'-L1NE 5EfRIE5 2100
NEW WINDOW IM5"'TALLATION
RAJ —Mm— 1 ffM I X11 W, �w q
LDAVID W. SMITH. MS. PE.
FLOFRlr,>A LIC," 53608
352-521-oar05 OFFICE 352-521-0a&'l FAX,
131309 WALL,45TON DRIVE DADE CITY FLA, 33525
I HEREBY C-IfERTIFY TEAT I WAVE REVIEWED THIS
PLAN AND FOUND iT TO eF_ IN CO"FLIANCE WITH
ASCE-1. THE FLORIDA eIJILDING CODE 27001 EDITION
AND THE 20013 SUPPS. EMENTS WJTH ALL REVISIONS
AND Uf=DATE5 TO F5C-01,
ImitalLatica-i 1mtr%x*iczi& For
Thim Lanimirux3o LPR Ricoge Var*
ongratulationran n you, purchase of the
C
STEP-3 Mcutaking the .
Larrianco, LPR Lo-Profflie'RUdge, VenLThe' LPR
is an exhaust ,
vent and will help rid your attic of
T THE HOLE, it
BEFORE YOU ATTEMPI TO CUT I
damaging heat and moisture wher, properly
will be necessary to determine whelthear your ridge
ir!QtaIied;n coniunction wH
Lh I he L-R.R., indake vents,
is bwlt whth "Truss Construction or 1Ridge Pole
will adjust frorn a 3/12 to a 1211_2 pitch roof,
Construction." if )1ou don t know, it wili be aeces-
sary to look into the attic at the rio�le To n7ake this
IINIPORTAN77 Read this E�101 BE set of 'Instruc,
determination- If the rafters hutt fogether, it is
tions carefully before atternpUng to install Lomanco
"Truss Construction., it the rafters "sandwich a
LPR Ridge Vent.
ridge pole, it is Wicdge Pais Construction .
STEP-1 Find thie correct leno, of ridge ant �fou
r I U-_
If the ridge is of miss Const—tion, the cut
voill need.
should be 2 inches, wide. if the ridqe is of "Ridge
-1 LPR 'Vent Comes -in 8 and- 0' fool. lengths-
Pole C-3nstruction, the out should be 3-118 inches
wide- (See Fics. 2 & 31
n M i
aion-.-,-,, the ridge of your roof to determine
the correct hangth of the installed verL This
R.
Figure- 2
is length shoe id not extend past the end
walls of your home. Use the LPIL sections 1.0 bring
tine ends of the 'vent as close as possible to the
plane of the end- wall. (See Fig- 1).
1,N/hen 1,ou l'-tave determined 11-he overalin lei of
vent to be installed, center the measuFerrlerlt
betm,eeri the ands of the roo� and mark 11hee lvjc;,
pc, it I t S.
-2 Find the length afthe hole to be cut .fl-
jr ie
�dae.
4. 1.4 Z_9Z� I
Figure I FaUre 3
P�!dqe. tFICiie
4
The hole in your ridge should be cut 6 inches inside After determining the type of constrrlction., mark the
approp-riate cut line. Be sure to beg;n arld -end the
the marlIks you made in Step 1, For instance, if you
have determined your overall 'length of LPR ',Iera "0 cut 6 inches inside the overall length or the vent as
be installed is 30', the hole should be no longer measured in Step I and Step 2.
4
airy 29" arid should be. centered Inside YOuf 30' The hole iss best out witl'I a -circular saw and care
measurement, (See Fig. 1). should be 'aken to sel the depth of Me blade to
Al101D cutting the rafters or ridge pole.
FLORIDA APPROVAL * FL 31'33,1
NOTICE: The LPR Ridge Vent is notched (on the mFigure 6
ale end) and .dank
ank ( on the female end) fora
rnale-fernale assembly, endplugs are made to fit
either end- Install the endpirug. con the male end
'before the ver' 's rialled dovin as shown in Fig 4.
-ie louvers upward to lofrini a tight fit
Phivwf- A
,TE-P-4 Alignment
It is important to align the LPR Ridge Vent correct-
1-1-R. Rii�yardless of flhe pitch of yoli:r roof, the iouter
edge of the LPR Ridge 'Vent should be approxi-
maiteiv 5-'k inches from; the apex of the roof. (See
9-
Figure 5
Chalk line
51V4" &om apex of
roof
your al, K Once you det gnment, rnarl your
ilignmeni line with a chalk line and you're read
insta[lation y for
Tom; _r- Final Ins-tWalation
Apply caulk on the bottom flange of the vem seu-
fions dose to 1tvilere the roof hole will be after the
v_-nt is installed. (See Fig. 6`.
A!.-Qri end of first secbori (with endplug installed) oil
t"rie end marks arid the botto-n of the nailing fliange
-n the chalk tine, hen nail the section down using
broad headed roofing nails. rnaking sure to keep
11he bottom of the section aligned with the chalk
ie_ As you proceed down the r0of. caulk thie male
cosectionas shown in Fig. 7 and connect the
male -female ends. Inslall IIre ;as' end plug on the
last vent section before nailing it down.
Figure 7
- -----
If desired, you may install 'the optional strap over
the mae-terna!e cannection. Peel the backing from L, I
the adhesive tape., center the strap Liver the joint
and press the strap on, from one side to the other
U t, I -cr -,he outer edge
The ends of the strap vvii t hook o,,,,
of the LPR Vent. (Fig. 8)
JILLpmanco'
01 VJ&st Main
-144slommmcl-o- 'Box 511,
'D Jack tiville, Ai nsas 12I16
wwwJornanco.corn,
Ridge Shingle., ffistain the cap F&RIgies dilrectly to the venlin the tionnW1 mannet 1 1 21
51t roo
nails GEnai-ISOfSLIT-1-IL�i�n lCogdAtopmeft e lust through the --boaffil-ing or at less,
1
- - 3/4" iinto woodplank decking. -A nail line -is v.-Lwribed m the tov offlie venttosrv��
as a
_,p de.
Net Free Area: R_efe.r wo manufactiffeis plil ushcd literature
Whiiiinalit Slope: 3:122
Lmm�?,TioNs:
ig Code far required ventilation.
I Refer to applicable Build W
2, CooraV Rigid Ven! Ufm Shari not bc iinnstmllcd in zonjmcurm with Cable vept-s.
3. CofwaO_'? R':,e id V ent 117"1 skill not 4) c insta-i lud oTl roof -hi pq_
4- CobmCRTI Ripid Vent I
w
g 171-1-' shall notbre com-ected at ritlgi� intersc,--tion, nor -wnhat 12- ofany side
unit - - -,,on, wid - - r cd lea - - m
v a - f; roof prot- us- haventilatiotsT Ed rancof!2"floi, such obaulit tions.
5. cohniZ Rigid V-,PA 111� shall not he iris iall ed on roofmican heights gntaxy &-rin 33 fl,
E. For application over lorninated sh;ngles. aR ly a bead, of-sulcone caull6ng enrnx)f cement to the
p
tirid=nsidc of the and at eta edges,
END OF THLS ACCEPTANTIC-9
-A-PpRovED APPj.jc&mP_7vs
N-0A 02--NOM93
Expization Date. OW2311371
Appmval Date:69ffiS102
P agge 4 ce 4
R-Hkffnil
ITT !J
H
A
I<
V.—
i
11-- 1
Cutout., New Too&, ewvc or cutffie ooelling the propt;f w Idth, (,-k or B') a, in, ndge. Stop the
ridge opening 6- shorter tfian t6he inside wall of hoin-se and 12" froan ridge, intersection
S We points or c1mmutey-s- Apply uudErlavnient, and d Thi:ng I s tip to the ( Old roor.1 R�_amove tbecap.shwgles from m-n thedre-.idge. Scicctt�cproperxridth k)
optaiing, (A v- B` and mark -Aria-t�hahk fine. Saw 2-mme-, sbeating 0-NLY. avoiding nails
J
wil I Ule sawlblade.
Instaffation. Center the C(i,-ma Rigid Vc' 11 cwcr the. ndg-c, conforming the vcnt to ftx roof on each
side and n0l into- position -�i, ith I 3Vroofmg nsihs through ffiw smppurl CC, -ailing
holes. UNe rtad- of;Ufficicnt length to pencTratlejust11-jough the sh i g- or at Ica'st 3141'
nito wood plank decldng. For a mthnshed iin caTance, install the Cohma Rjr-1 V,-TA H the
entire lengfh ofihe
Install Cobra ltigid Vent 11 sections, using the raale,4ernale alignment tabs.. the length Of
the ridge. Cut the last sect to lengthcu . if section is t between the vertical support riw.,
Ztt the cut crAto fhe In -sit section _,41stalled mid caull the pint, ienvilkg f-hii":5hW 011d. to f-le
e.
NOA No, 02-0807.0-3
ExpiratiouDate. W23101
_Apprwyrd Date:09/0,_S*2
Page 3 of 4
Installation Over Open Eaves
Fa - --La
RAIIaw 1his 5-siep �Draceaure: i
t;nj5zi
1. InStall FeWiVing CtIEi ,'lGiS (sDifit MC-GiVR` 01, 5-offilt -60,-Wr,
I
a There afe several waysm Install
W�1
1 ccoivinoh g an ric� I s ',� or �0" . 'i Qij
14�or 24,
use accessories such as lhe J-chan-
A u,-C 04.
is
nel or the F-ch-ann-al. The bje-zt ap,,- act-
t-
! -o seleCt a rnefhod 1hOrks most
effecflvelz MthEE the co; sirucluon tech-
n4ues cre
ate ,caale Ih e eave.
IN Exaanine the flPostrailons a� right and
find one that most closely i mbles
the consiructfion methods iu-sed on
ic this partular pmi-_0,i`Fig64
through 67%
s install 'he recahvng charinels 101101V4-
in4n. the dretai s shown in e -41, strations.
'I . h I dlu
flail char ell ever,, 12' to 1'6"i6 Post-
� i
floning- the nail in Thi., ccner oj ihe slot.
Do rionail ligh.dy,
Ilf the NOTE cave, 6r,,Wl IS 24 ar
nno_�-E-, ilai i *,�a 6t;NP0 mucit, !V-6
ao 0�own r,!Q ") Irl wrttt, lilio,11
eemhouW "Ac
'0 On C-ent-en
Vl
Jrdv-
'i,
U r e-
A' ore 0 0.
24" or more
Fuyur& 67
FLORIDA APPROVAL FL157311
C?B5,L1 n3frwr
;mot e�igs
Add 1�-mmk_q
N It no sofflim reiLi2lire, is availabie
for a situation best SUilad for ine
-h-channel can be product4 the
moditied to create an F-r' cehv_r
(Fig. 68),
SIrriciv cil! 5 o's -,n thic
lan
L a -
nailed la ffic- oall (Fig. 681After
e
-id ' cutting the naf! f[arige, bpi the e
la I nail it
!"Fige back aind fo the wall.
the soffllg s, m a come,. cul.
-�-all 'he channel so Mere is i;nsl ; t n a� d
UrIlky
1,4 (w expaf),iioin- a�l eachoi lhP
Air
V
walls.
J�
2. 'rom .'e ',vaii o 'he fascia boai-6
- 41 Then sul'blradl 112' mu allov" 10, expansior., 39F. .
Pvlar'x this dirnensio-� ol a- fl i I soM panel and
MISS 'cut usilig a CMaLlia.' 001hier SaW Vilin
Li re'versked finetoot1h uiade_ Cut Dria or Wvo
panels at a IL4-pe, care -fully advaricing, the
saw through the vinvl_
1`_;1k_ai_bR
cue
31, inser. the Pane' into trie channel on re
i �P.�afl 'hen in.tc 1,he channet at i *ie fas�ia,
- i
board, ?,Rg. 69,
m it might be necessani to flex the Nn TIE: When to f;he fias6p.
pznel siigOhMy t10 insert if. Inio the
F 1-;ofArd_ uol,- ort-lvll-�i`1gdeJ malio.
secand chanine'.
I Prlof. chic nafl throueli Mai -tali
5 Makcr`au - is perpen-
e &t n the pariel t
dicular to the waH, then nail. w(tthin ttho ooffit j7arel. Th!o f0 one
Dependinq on 'he instailation of tha nare. lrkstancd-o t4im., f ace-
-r`iethod being lust-d, nails be nalarip to Per liao!,IA510ric-C, a eof-
+
harrunered- aithor into a nailing suns': 1 fit, parre! Is, face-nal"Itfi, it will
or a fasc.a board. I ewpan6l onrly in none clirection, in..
thio Gaop,, towpard the reloolvirto
a Whon using anaiiing strip, do- not
charmcl� be, ourc tu ieakic opace
nail tighfiy'—allcriv rvloveimeni mr
-expansion. Continue the insta'Hation 1 for -6-hiC full oxranolor -rdlowamcd fr
-
oy locking and nailing the pan8is he eMiv
l Make ce,-ain 'he panels are Uv�
locked allong their emire ien
_gt,
DATE :
4
6CALE-1
1/4 111-011
I
RI 5, HANLEY
PACaE I1
DESIGN SERVICES INC,
MOBILE/ OFFICE 352206-552-1
OFFICE FAX 352-558-2342
P 0 BOX 1325 SAN ANTONIO
FI-A, 33516
THE CLIENT UNDERSTANDS THE THE DESIGNER. CARRIES
NO LIABILITY INSURANCE AND THEREFOR AGREES TO
HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER
FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING
ATTORNEYS FEJ=6) ARI61NS OUT OF OF, R-C-5LILTIN6 FfROM
THE PROJECT, THE DESIGNER IN GOOD FAITH ATTEMPT TO
PROVIDE ERROR FREE CONSTRUCTION DRAWINGS.
IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
BF HFLD LIAFL_F FOR THE COST OF THE REPAIRS OR
DELAY TO THE JOB, THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
OR STARTING ANY WORK ON THE JOP,
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
AR-E NOT REQUIRED TO BE VERIFIED BY THE ENGINEER
OF RECORD FOR THIS PLAN.
BECAUSE THIS 15 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, THE HOMEOWNER REOUIRES THAT
TW15 NEW AIDDITION, MATCHES THE EXISTNG HOUSE.
IF ANY INFORMATION 15 NOT ON THIS PLAN THE
CONTRACTOR WILL NEED TO VERIFY THAT THE NEW
WORK 15 MATCHINrS THE EXISTING.
THE SIUEENEi' ADDITION
5053 11th ST
ZEPHYRHILLS FLORIDA 33542
EAST PASCO COUNTY
11-26-21-0010-21300-0010
LIVING AREA
SCREEN TORCH
FRONT PORCH
TOTAL UNDER ROOF
le3S SF
24a SF
100 SF
22&-T Sf=
THE CONTRACTOR WILL BE RESPONSIBLE TO VERIRY THE 5F,
pAvlp W. SMITI-{, MS, f'E.
FL
ORIDA Ll(:;,* 53608,
352-521-0065 OFFICE 352-521-00rol FAX.
9909 WALL45TON DRIVE DADE GITr FLA. 33525
I HERE5Y GERVF-Y THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO eE IN COMPLIANCE WITH
A5GE-_1, THE FLORIDA 5UILDtNG CODE 200-1 EDITION
AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-01-
TDAV11D W_ SMITH MS_ FEE-
i 16 t5 s - D EDBE-N. aH 43517
t«. (c 11)::9_ 174D
11CONSTRUCTION SERIES'
68" SiNGLE AND DOUBLE W/& bV/OUT SICEF_tTE'S
INSWING / OUTSWING
(NSULA TIED FLREROLASS DOOR WiT9H WOOLD IMAMES
--10:537 MAY. OVERALL FRAME WIDTH --a+
t
Y 3 9 I
7Y
2 •
t) °I
5
g ¢ #�
d _.1
a y
cr -
ii i t
General Notes
Dose F t .f)E fTES C7XXQ
1. his oroau� ouch rig d wng has been developed in co npg7nce: t e 2, iT Ho do . v, LsESfGN PRESSURE
Duildt , C 1-S ecrk di tg tti O h velocity Hurricane Zon . See , eCe > ccr-m _6 A) -60.0
Agencyy e-irf cte urfc s . spearcar;"'ans cr.d ralhgs.
2. Product cr s."! be as Iis%d and spaced as shown or. CIFI a k cam; ^inedme,nt 74.57" MtiX.
to Lase m".:terrai sn ll oc acyufw3 wu$ diessntg. s1uLcu• fool r.. ,.rick anal other. waall 3,.Sr.i' avti;. OVFRAI I- WIFITH �I
wr�;f. •
3 . Vilaod sc� 7 siaen,vF: rasa uf,VwiDy irtstV6afion insfi:i.fcafv v 4fw:,' A �?A rsDS �"�5. _
All other tc tens , r,._ to ueindollnd following Ya>ter e ^c € e Tfirf hm zrlattnn
4. Fastener : e-nf ersh distances and cent r-certte distances I ` Fa_tene embedm -f�.,_ s,? a e ; es_i^ai cc as r
specified t' the lm enr�f rnanufachirer but in no instonce:ihall he VV c:_;s "than shown r
SG k` Y
d27wng_ s R
✓ .�
B
�I
S
�Y l
f 5. Wheal sr'u'ms are Lssedr +#'tey r=ntst be a'Ylgid t sEaii' rnoiekicti f'fnet r r-,p `ice, `.s;'h'hie L� �
! requ cements of the'&u7 -K. � t
m 111 S'
li
8. Positive on;:,' negative d -s!9't pressure requirements ter use wilfi f this drrns3l^g shah be
defer.mined#.,, oihar:- spe jobsincccadon:esswitr'-In Ggorer-rngccda € �_-I > iJ'
. Site canes-,iQ; s riot caved oy INs d:av wag are subject *o rulIhei enyanoOmni g ara,-*
I
TAWi?f CtSli:'S ITS X DOU E XX
MAXlvL".tX DESfC-A, f'.R'_FSSUPE MAX DeSIGN PNr-35€1RE
err 9 15E3CdPrO€: 67-0 -677.0 +60.0 -6€1.0
i Typicaf of vo'i^ns, dasg pressures & gerveral notes
i 2 I suck rs fi' -- ---
Frtsh ne T•.a --- -----
r'-__-
5 Ancho, & et,.4al cr s zecfo: s mmoriryfwoccl/s`ad
63 I T' MAX.
OVERALL WIDTH
t`1 3 .9
y3S 7!
CCCCC��
t
3
I 1
t '
S
SNCLE W/ SOEUTE5. QXQ
T,.AAX MIDGIN PRESSURE
+60.4 -60.0
510CY MAX.
OVERAL. `.VIDTH
`I`V s s \
f 1 a
6 i
, t 1
mil S ii �I
r; t
1
1
d; e
r
r; r� ,
{
,Nt.r_E WISiOFLiTE OX
AIfAX DESIGN PRESSURE
u'ar ngrs3fa8 z
y: DT
�= w1w
;mac tva.
F1 5262.. ss 5
FL#5262.2
„.e
t--3 �'r �--- iw 3" . .i l- s -i`-' f -u3"i 3 b ° ~ $ s t a» .-. -L K 9 :'• I
-' n o 9
a
>s -
i•-t
_�� t _,� � � ��
r E
� � � � I � � �Izx sucK �
ILLION in >VIN_TnA_ATMN
I u�r -OR
r. (i! f�
i ru a q6
- - i S i'�r
- fr.
i�L•'c. ErG� F
�
,
ht =:f cs..G,( �<f L4Ot
W 2X BUCK INSTALLATION � z ` � � z
W S=F NOTE i-
{IxSUCK
' 6 - K 1} STAt IATa1�99t 6 U I` -
1 ; )W/I t B . INSTALLATION
I, SEE 140TE 1 '
1 # _ SEE NOTE 1 - e S f k SE
tdiDT£ 3 NOTE i � #
SiE�t 6 •
d 1 cs
t6 ,Ci?ii`3. 6
a•� us �
3 \ f
! N - 2 l 1
{ � ac f)E7AIL
I p 4
�I � i,,'! �t ij fk� •3 r£. a� `z
.& TAt �
I 1 tl'12
16
t s
Ir
i I•. ` 41t%ll
iLj { r�ef_. { I.f ®ld w c�.� z
e
._.
7
VltiY C"-"C" SINGLE DOOR F4fcf,^,FifTE^_+ 1P€1�" '�'-"�'. w�1:' "'C"- "Ca SINGLE .yafiR WfSPVE'tRr :hE4Y ..1=,. "8" SIAF>; t_- .1�00t2 W.E4'i 'A"- 'A aaI I
r17f ]1tS: w/2S aiiC!i r STAI 21
INi ATICi`re` a t
1. 214'ITW concrete screws a!rciwring kirrie ar;dfar sffareqr�'ufre a Ir kri.,3m 3-117' r t I ,
I ciao, •.. .Icn--scri-y ig.a1-'/4'rcnn,z•�:r�emb>dr;-r,*orra r,m4i r3' 1 � I I j l t
cleUruncar tc arltacerA carrcrefe screwc#f.% s. Substitution of eCoaasBtS �..rawrs from
a ddt¢rimt sf 1._r may have difln..r:rtf edge dalar:rce ce and cenrerdstarj} iNSTnLAE 2
raI ! [
rege.>cmrn:�+•ts. 6'rr:�ats s,. ew loco;ians of the corners, and at m?:Lm.n kSEE NOTE 2 atateans \ >< "� S rl
tacafions, maybe mine minimum .de_ rfslance fr rrnimt
aa;s.
1f
co ncre te 5cr-_ La--:fir.3nf r?nfnd>r "MAX. ON CENTER' misr be ^f>;rs?ed-fa
mamtcrr"isr,-:"-sM=sdm:.cefortce. tW rncrlX.rlft ad�tac=ia r;m-„e;s =.'s
may be required to iii.mure fhe maximum an ccrafer a.rrtefttron is rapt n :aderl. aw _1 rate "e" 1It
.,n 'r
a
rsillI t i'aa.- 1....m s� 2. 3 r1V` •ic.:e sLY F CnE -nn trace ar�far uu .. T ,.6
i4' 2it ADOr f r-.
r � i
cfea'ares:P,^,tam+,�•r��47if"#ran.mumembedmerf3nclaruz,...�r•a<rl4' -s -
;NSTAusT;� ram ` t I
cr« nr-Y*.' �srE-r«eie sr :a+s unks-.0 atiset:•rsa rviusi r,
man:,tac1'ur. SY/1X Elr.K
INSTAatAT1aN,�"`-,��
' ' tFt \� I mvE: IIo f3ja78 z_
3. Thes�eu`i Is direct se; ;rfc the jamb tititiKs /12} N2" am #43 a �&x p£,`t. w screw. NOTE t
x.
17Tere ae lk) u1 ocn . enccal lamb, from the tap down at 73. . 48 & M's--
The-nF . c Pile r;C d_ur _f A_ .,um the out:dt6 "'w- :lr ir3 22,
of fns 3G: R"irurn rh>v :n;+s cg-1 lus. i1f csc &r ,s`w 3
bEiT,4.12. '4' eawa�ua- z
�FL-52�62.2_-.53�I
2-1/2WIN. FROM 2-117 MINI. FROM INTERIOR
N,ASONRY cDf' - - Asi_)NRY a)GE_ ....
1TYR, f RYQ.j ` s
- - -A 1
1X BUCK ,m
>; g
I q
c1 n
INTERIOR EqERIOR
r?-'l WAD JAMB
13 To 1x:, rack
i lrM.veig shaven
fl
F > __
r2X BUCK
1 INTERIOR
�°2
1
``1
i
fd tt
3
T�,
i
k I'
MIALION
N
i
i f
i Iu'Li_iGiv
RASONF,'f� `= I , SHOWN Fop MULLION
OPENING SHOWN FOR
{
} .
� { I
� �
Iii
MASONRY_]
f I SHOWN FOR
s #_ REFERENCE F
j REFER�tvC_
�
OFIENNG
TYi
2X BUCK-4It SEE NOT 1
i
#
RE
# SEE NOTE t
tl r l
fl
{ 1
2X OUCK
1 1
LI
A4 . CAL
-SHOWN O4
t;
w
1 Ift.`
REFFEREN
ti
•
DOME
L14SIDELITES
# Bar;_
ANCHOiri?+1t
ttvCK
- 7
w
`4
4"
t---�-t-�-t
Al
MASONRY
n =c
v
�i
OOPENINGTY,:
. HEAD
& sA4RBS
AaTRrsGAt.
I
j,
i
R.
j
t
SEE NOTE
t SHOWN F01?
2X BUCKS
ii REFERENCE
�i
jI �
{
fqql
®�_3
I g
BUCK
A,NCHORtPffuK ANC iRHORR
j
1 j 3 -f-
{ 117
#
i�
SEE rreTE �1i
SHEET 3 n '-ZEE OETPJL '3" ii # ,q 1
ie -
{ f�
1 ASMAGAL `0 MULOON-`.
i
ik
SHOWN OR SHOWN FOR
t F � H
iI a REFERENCE {{ REFERENCE I g�
1-3 ONLY (Ii
j SEE NOTE t ! _
FSHEET
QP`
r~
�v t I la t t {{' 1
Ps
}
I
DOUBLE BOOR W SIDELLIES
NOTES
i[
I
&UL30N
�
-isri
It
f t SH `"NFQR
MASONRY
�o
o
m
OPENi I1r (IRcFER�NCE
' r 4E
_4o
1
tF-a
i
L: -JAMBS
if a� 4'
r _ . S
'3 4
fISEE NOTE 3
a - 0
[) -?- W
r i,
m z
MULL'CIN
SHOT N FOR
°p o
11 REFERENCE
E
II
gg
itt ¢ z
it _Q i
r � o
i
I �
1. 1/4" E7ec Concrete screws andhor'n,. 2K dv K raqufre a
minimum IIctearometamaso & I 4 ' m
ay ages a dt mmrmu
P 4" -0 P /t' emh..dm nt and r, rval r,'°(.. rrranee fd o ac .nt
1
e
caricrete screws. S st#fsshar: ti€ equal �rrrr-e tt� screws €ram a
c`frlterenr-uaptie mrnyfiov- -mdGianceand
carter dfstance rmr net;tt cancrete srsew bxaitcnt at fF.e-
comers, of mullion x;cations Utrrcf at ashagaf tocalkm may be
adjusted to : rlcint4rin tpa r» 4im m edae ctiSturce to mortar
jofnk. it conorete screw ioa rion noted ass'yMAX. ON CEENTCR"
must be ad fea TO r� .mnki -_ n&A-rawn edge OkfforIC& ,a
mortar aarr3t5, ati�.i.'1nv}C:i:,y'lz-aCtr"rYi SY"4}' BQi"iF�d fa
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::YcS 4 - 5
DATE
/ro/
SCALE.,
11 1'-" 'FAGE 12
o
1/4
DESIGN SERVICES iNG,
MOBILE/ OFFICE 352-206-5527
OFFICE FAX 352-588-2342
R. 8. 1 ANLEY P O BOX 1325 SAN ANTONIO
I FLA, 3351ra
THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
NO LIABILITY INSURANCE AND THEREFOR AGREES TO
HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER
FROM ALL CLAIMS, LOSSES AND EXPEN6E6 INCLUDING
ATTORNEYS FEES. ARISING OUT OF OR RESULTING FROM
THE PROJECT, THE DESIGNER IN GOOD FAITH ATTEMPT TO
PROVIDE ERROR SEE CONSTRUCTION DRAMINnS,
IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
BE HELD LIABLE FOR THE T F E COS O THE REPAIRS OR
DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY
AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
OR STARTING ANY WORK ON THE JOB,
THE PLUMBING , ELECTRICAL AND MECHANICAL
FARTS 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.
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, Ti'•-I O �,1
ER RE RE R E MEO N QI.iI S THAT
THIS NEW ADDITION MATCHES THE EX#STNG HOUSE.
IF ANY INFORMATION
OR ON I SNOT ON THIS AN THE
E
CONTRACTOR WILL NEED TO VERIF'T' THAT THE NEW
WORK IS MATCHING THE EXISTING,
THE SUJEENEY ADDITION
ZEPHYRHILLS FLORIDA 33542
EAST PASCO COUNTY
11-26-21-0010-21300-0010
LIVING AREA IS31B SF
I
SCREEN FORCH 24a 6F
FRONT FORCH 100 6F
ror.aL UNDER Roos Zas-r SF
THE CONTRACTOR WILL. BE RESPONSIBLE TO VERiRY THE SF,
DAVID UJ, 6MITH/ MS. FE.
FLORIDA LIG.K 53(oO8
352-521-0865 OFFICE 352-521-0861 FAX.
9909 WALLASTON DRIVE DATE G1T'f ,FLA. 33528
I HEREBY CERTIFY'" THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMRLIANCE WITH
ASCE-'IF THE FLORIDA BUILDING CODE- 2001 EDITION,
AND THE 200S SUPPLEMENTS WITH A L REVISIONS
AND UPDATES TO FE31C-01,
DA1/ID W. SI`"CfTl---I 1`''rS. PE. # 5308
_TI YI I i,l1 i -
111111 hi�,.-liarif m;t a ImrI -1- I
d, er
add,
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