HomeMy WebLinkAbout2695 Grandview AveS7`A4f X--. Jc CACI
FEB o AVILI)
BY-
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Application No: Documented Construction V
CITY OF SANFORD
IG SS FIRE RP�V NTIQN
P RMIT APDL. DATION
Job Address: %Jy 25- �� f;�r� i �` Historic District: Yes Q No
Parcel TD:
Description of Work:
Plan Review Contact Person:
Phone:Y07 3'� - ,2 /_S - Faj:
Zoki%xng' .
U V �-
Title:
-- E-mail:
Property Owner Information _
Nzizne LCL e."j— &/j,,I � Phone -.1-16 %
Street: `l 4,) (' Resident of property? --
City, State Zip: '5,q/J-0"6/ . 2Z
-�
Contractor Information
Name1'bLitj,r, e iX Phone: 5/"-S'V7U
P
Street:
City, State Zip:
Fax:
State License No.:
ArchitectlEngineer Information
Name:
Phone:
Street: 19 4 S Fax:
--ity, St, Zip:1 brZ Q FL, `37,;7 E -mail:
3ouding Company:
Wdress:
Wilding Permit d
(quare Footage: _ "NO.
To, of Dwelling Units:
Jectrical EI
Mortgage Leader:
Address:
PERMIT INFORMATION
Construction Type: _A
dell jiyd No. of Stories:
Flood Zone:
few Service - No, of AMPS: W/V
lechanieal ❑ (Duct layout requixed for neer systems)
Plumbing ❑
New Construction - No. of Fixtures: N
Fire Sprinkler/Alarm ❑ No. of heads: _
NOTES TO BUILDER/CONTRACTOR:
1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, DIMENSIONS
SHOWN ON THE PLANS ALWAYS TAKE PRECEDENCE OVER SCALE
OF DRAWINGS.
2, VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR BEARING
FOOTINGS PRIOR TO FOUNDATION POUR.
3. THESE PLANS WERE ASSEMBLED WITH THE INTENT THAT ANY
PERSON REASONABLY EXPERIENCED IN CONSTRUCTION WILL BE
ABLE TO BUILD THE STRUCTURE SHOWN ON THESE PAGES,
HOWEVER, THESE PLANS ARE NOT TO BE CONSIDERED A
COMPLETE CONSTRUCTION INSTRUCTION MANUAL, NSR A
COMPLETE TREATISE ON THE APPLICABLE CQDES,
4, READ AND UNDERSTAND ALL DETAILS BEFORE COMMENCING
CONSTRUCTION, MANY DETAILS REQUIRE A QEVIATION FROM
STANDARD BUILDING PRACTICES SUCH AS REDUCED STUD
SPACING, SPECIFIC LUMBER SPECIES, OR A PARTICULAR
ORDER—OF—ASSEMBLY, THESE THINGS ARE MUCH EASIER TO
CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER
THEY ARE ALREADY IN PLACE,
5. IF AT ANY TIME QUESTIONS ARISE ABOUT THE INTENT OF A
NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE
CONTACTED AND RECEIVED CLARIFICATION FROM
DDB SWEET,INC,
ALTHOUGH GREAT CARE HAS BEEN TAKEN TO
INSURE ACCURACY, MIS -FAKES CAN OCCUR,
IT IS THE BUILDER'S RESPONSIBILITY TO
VERIFY ALL DIMENSIONS AND DETAILS AND
REPORT ANY DISCREPANCIES TO DDB SWEET, INC,
BEFORE BEGINNING CONSTRUCTION,
NOTE: IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO
REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS
AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD BEFORE CONSTRUCTION
NOTE: CLIENT IS RESPONSIBLE: FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF"
HOME DESIGN ASSOCIATES IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT,
NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC. CONSTRUCTION
OF MORE 'THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS
IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD,
NO. REVISION AND DATE ITEM
�CN�""` �` ,��"' : P,�,�Fy+IEQ ��'Dj���.!��OS_� ••r T'fICE
"QYts+-�.tU% �;'F { t i ylCrirAlCt7 ltL'K O� 11i
"49,f2ot iC) h1}r�jif I@z _vi ,SAO rA wi(Qx n
�h'4, +A/PrPrK�{yq�Z.r�,,fIf„A t` H 30
U;1fc)1-� dijv III�EcfVLH tliljl1CO0lAc�;r.Ft+-` �ftlsi+
WINDSPEED = 120 MPH/ 3 SEC, GUST
WIND IMPORTANCE FACTOR = 1,0
WIND EXPOSURE CATAGORY = °B'
EXT, COMPONANT AND CLADDING = -+- 12,5 TO -
19,9 PSF
WINDOW PRESSURE _ + 23.6 TO - 25.1 PSF
INTERIOR PRESSURE _ + 25,9 TO - 28,1 PSF
RONALD FI. WILSON P.E. LIC. # 9710
466 WEATHERSFIEL_D AVE:.
AL,TAMONTE SPGS, FL_. 32714
I FIONE: 407-582-4052 FAX 407-582-3341
SEAL
LEGAL D C,,IPTION
Id1!CvAIL: LOT 6 5 K 14, fiB A®17 I -ORT
REED P5 II PCS I
Mi
`'MESE PLANS ARE REVIEW50 Mr) CONFJI?iONAU.V
ACCEPTED FOR PERMIT. A PERMIT ISSUE -D SHALL 8E
- CONSTRUED TO BE A LICENSE: TO PROCEED WITH
THE WORK AND NOT AS AUTHORITY TO VIOLATE,
Cf\NOEL, ALTr'R, Ort ;_;ET A`;IDF.'E ANY OF THI'
PROVISIONS OV TIDE TF~t': HNICAL COOLF3. NOR SHALL,
InCRMIT PREVENT THE BUILDING
C!i;1+T F";'J(:)\J T'hl!'_i`2�:.41F 's`c; F.F?Cll,llF2lNG A rORREC-
l;1'+ t I`F2i'tC`!;::+ C7N T}.• :L'^ili. CONSTRU TION
PARCEL I.Q.#i
PARGELW6-20-31-50 -14ID-000
SCOPE OF WQRK
CONSTRUCT CDN RETE FOUNDATION WITH WOOF
FLOOR, AALLS ALNq CONY. PRA.MED ROOF
A.51=H. 51 NGL.ES
PERMIT
AREA TABUTION
EXISTING ARr'E
PROPOSED A EA
TOTAL PROF. A 13,EA
T�
11"75 50.FT.
28O 50.F7.
1,455 5O.F7.
SPECIALIZED IN:
ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES
ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS
jUDB PRQJECT MANAGEMENT
S MWET, lime
Phone: (305)230-5507
"We Bring Visior s T'ofe"
Email: ddbsweet'a earthlink.net
PLAN FOR RQBERT AND MARVIS REDDING
2695 GIIII�ANDVIEIN AVE.
ADDRESS: $ANFORD, FL,32771
DATE: 1/20 � SCALE: PAGE:
PARCEL#:06-4-31-503-1400-0060 1 OF9
J* A8
J
ALTHOUGH GREAT CARE HAS BEEN TAKEN TO
INSURE ACCURACY, MISTAKES CAN OCCUR.
IT IS THE BUILDER'S RESPONSIBILITY TO
VERIFY ALL DIMENSIONS AND DETAILS AND
REPORT ANY DISCREPANCIES TO DDB SWEET, INC.
BEFORE BEGINNING C❑NSTRUCTI❑N.
NOTE! IT IS THE RESPONSIBILITY ❑F THE BUILDING CONTRACTOR T❑
REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS
AND REPORT ANY DISCREPANCIES T❑ DESIGNER AND ENGINEER OF RECORD BEFORE CONSTRUCTION
NOTE! CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF
HOME DESIGN ASSOCIATES IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT.
NOTE; THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTION
OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS
IS PROHIBITED WITHOUT WRITT ^ rnni rnir Mr- rnirrnirrn Fl r- nrrn n
PROPOSED lro" Lu 11
GONG. FOOTER W1(
NOTES TO BUILDER/CONT
1. VERIFY ALL DIMENSIONS PRIOR TO
SHOWN ON THE PLANS ALWAYS
OF DRAWINGS.
2, VERIFY PLUMBING FIXTURE LOCATI(
FOOTINGS PRIOR TO FOUNDATIC
3. THESE PLANS WERE ASSEMBLED H
PERSON REASONABLY EXPERIEN
ABLE TO BUILD THE STRUCTURE
HOWEVER, THESE PLANS ARE N
COMPLETE CONSTRUCTION INSTf
COMPLETE TREATISE ON THE Af
4. READ AND UNDERSTAND ALL DET/
CONSTRUCTION. MANY DETAILS
STANDARD BUILDING PRACTICES
SPACING, SPECIFIC LUMBER SPE
ORDER -OF -ASSEMBLY, THESE
CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER
THEY ARE ALREADY IN PLACE.
5, IF AT ANY TIME QUESTIONS ARISE ABOUT THE INTENT OF A
NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE
CONTACTED AND RECEIVED CLARIFICATION FROM
DDB SWEET.
This certifies that these plans Deets or exceeds: the 120
mph/3 sec, gust windload requirements of the 2007 Edition af
the Florida Building Codes,-
DIMENSIONS
odes,
REVISION AND DATE I ITEM
I
PROP05ED
2X4 STUD TSE'.
PROP05ED
R13 INSULATIQN
BATT
PROP05ED �;
SIMP60N LST, 12_
EA. STUD T�P.
PROPOSED
5IMP50N ETA20—
�@ 24" O.C. TYP,
PROP05ED
QALY, METAL TERMITE PATE
PROPOSED
8" xl(o" FILLED CONC. BLOCI 5
PROPOSED 1
15 PAR5 IN FILLED CELS - T ------
A5 REQUIRED IN BEAN TRADE
PROP05ED
DBL, 2X8 51LL
PROFOSED
3/4" DECKING (PLYUJOOD)
&Ir'lf'50N U2�
/0 E,4. JOIST
PROP05ED
2x (o FLOOR J015T
MATCH
EXI5TIN6 FLOOR HTG.
-=I i
III^ =1 j i .--P-r®• 1 I {- i�i�®hO�JED
/� -- — - 1(0" Dxl li BUJ FOOTER
5TM WALL FOOTER / 5U5 FLOOR DETAIL
N.?.5.
WI DSPEED = 120 MPH/ 3 SEC. GUST
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE CATAGORY = "B°
EXT, COMPONANT AND CLADDING = + 12.5 TO -
19, PSF
WI DOW PRESSURE _ + 23.6 TO - 25.1 PSF
INTFRI❑R PRESSURE = + 25.9 TO - 28.1 PSF
DIM NSI❑NS TO TAKE PRECEDENCE
❑VE SCALED DRAWINGS
ALL RECEPTACLES IN SLEEPING AREAS
TOBE ARC FAULT
NOTE: IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR
TO REVIEW TRUSS E ONEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS
AND REPORT ANY ISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD,
,4 L. DI 1EN&ION5 ,4ND
C NDITIONS MUST CE FIELD
i
I Y RIFIED Bi' CONTR,4CTOR
A D/OR OWNER
i
WOOD ADDITION FOR:
ROBERT AND MARVIS REDDING
RONALD I-1. WILSON R.E. LIG. it 9710 2695 GRANDVIEW AVE.
466 WEATHERSFIELD AVE. SANFORD, FL.32771
ALTAMONTE SPGS. FII-. " 2714 I DDB-
®� ddbsweet@earthlink.
PHONE: 407-682-40521 FAX 401-682-`3841 v SWEET, INC. 305-280-5507
FAL
DA-fE 11/15/11 DRAWN BY: D. SWEET (�SHT. 2 C
. AN 1 g 2D12
INSTALL NEW PLOOS
P.T.2 xro 24' O.G.(TYP
INSTALL NEW 5ILL5
2x8 (TYPJ
SIMP&
TYP.
INST,4LL
2x8 (TYP
51MP50N HANGER
81MPSON
. 7—
-7 — .,� . . . . .. ...... . . ...i • ■
1/4'=1'-0
d 0
V V co
0
V
O
O U
U If
0 �f
0 p
0
0 O
0
0
i
Strong -Tie
USE ,14gx3' (10cl COMMON) OR ,148x3 1/4' (16cl SINKER) NAIL
2x6 P,T, (TYPJ
WI DSPEED = 120 MPH/ 3 SEC, GUST
WIND IMPORTANCE FACTOR = 1,0
WIND EXPOSURE CATAGURY = "B`
EX -f, C❑MP❑NANT AND CLADDING = + 12,5 TO —
19,PSF
WI DOW PRESSURE _ + 23.6 TO — 25.1 PSF
INT RI❑R PRESSURE _ + 25,9 TO — 28A PSF
DIM NSIONS TO TAKE PRECEDENCE
OVER SCALED DRAWINGS
ALL RECEPTACLES IN SLEEPING AREAS
TO E ARC FAULT
NOTE: IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR
TO REVIEW TRUSS E GINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS
AND REPORT ANY ISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD,
All- D IMEN51CN5 AND
CONDITIONS MUST E3E FIELD
V RIFIED 5Y CONTR,4CTOR
AND/CR OWNER
WOOD ADDITION FOR:
RONALD 1 i WILSON - (Q ROBERT AND MARVIS REDDING
REVISION AND DATE ITEM 2695 GRANDVIEW AVE.
4661 WEATHERS1~IELD AVE. SANFORD, FL.32771
ALTAM ANTE SP S. FL. 32714
®®B ddbsweet@earthlink.
®
PHONE: 407.682-405 FAX 407-682-3841 � 1_x1t
305-280-5507
Al ___ SWEET, INC.
?a.SEAL DATE 11/15/11 DRAWN BY: D. SWEET SHT. 3 C
.t JAN 1 ZD1Z
FRI
STUI
PROP. FLOOR PLAN
1/4" =1'- D'
ALTHOUGH GREAT CARE HAS BEEN TAKEN TO
INSURE ACCURACY, MISTAKES CAN OCCUR,
IT IS THE BUILDER'S RESPONSIBILITY TO
VERIFY ALL DIMENSIONS AND DETAILS AND
REPORT ANY DISCREPANCIES TO DDB SWEET, INC,
BEFORE BEGINNING CONSTRUCTION,
NOTE! IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO
REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS
AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD BEFORE CONSTRUCTION
NOTES CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF
HOME DESIGN ASSOCIATES IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT.
NOTE; THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC. CONSTRUCTI❑N
OF MORE -THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS
IS PROHIBITED WITf-I❑UT WRITTEN CONSENT OF ENGINEER OF RECORD.
D
REVISION AND DATE I ITEM
ELECTR CAL LEGEND
SYMBOL DESCRIPTION
DUPLEX RECEPTACLE
4!� 1/2 S.W.1/2
SWITCHED DUPLEX RECEPTACLE
�cFI
GFI PROTECTED RECEPTALCE
=@WP/CFI
WEATHERPROOF/GFI PROTECTED RECEPTACLE
M&S
SINGLE RECEPTACLE
220 VOLT OUTLET
�@CLc.
DUPLEX RECEPTACLE (CEILING MOUNTED)
$
SINGLE POLE SINGE THROW SWITCH
13
3—WAY SWITCH
14
4—WAY SWITCH
CEILING MOUNTED INCANDESCENT FIXTURE
H
SUSPENDED INCANDESCENT FIXTURE
RECESSED INCANDESCENT FIXTURE
ET)
RECESSED WATERTIGHT INCANDESCENT FIXTURE
C
RECESSED EYEBALL INCANDESCENT FIXTURE
1 0 -�]
FLOURESCENT LIGHTING FIXTURE
WALL MOUNTED FIXTURE
v
FLOOD LIGHT
TCI
TELEPHONE
6
DOOR CHIMES
❑
PUSH BUTTON FOR DOOR CHIMES
TV
CABLE TELEVISION OUTLET
CEILING FAN LOCATION OR PREWIRE
0
SMOKE DETECTOR
—T
THERMOSTAT
Q -
CARBON MONOXIDE DETECTOR
LEGE=ND
NO CON5TRUCTION AREA
EXISTING 6' WOOD FRAMED WALL
- NEW 6" 1000p FRAMED WALL
HB= HOSE BIB
M.T.= METAL THRESHOLD
_ WINDSPEED = 120 MPH/ 3 SEC. GUST
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE CATAGORY = "B"
M EXT, COMPONANT AND CLADDING = + 12.5 TO —
�YSt�M 19.9 P S F
WINDOW PRESSURE _ + 23.6 TO — 25.1 PSF
INTERIOR PRESSURE _ + 25,9 TO — 28.1 PSF
ROARED Fl. WILSON R.E. LIC. # 0710
466 WEA"I"FIERSEIEL D AVE..
ALTAiw/i+ONTE SPC3S. FL. 02714
PHONE: 407-682-4062 FAX 407-682-3841
SEAL
JAN 13 2012
WOOD ADDITION FOR:
ROBERT AND MARVIS REDDING
2695 GRANDVI EW AVE.
SANFORD, FL.32771
®®B ddbsweet a@earthlink.n
SWEET, INC. 305-280-5507
DATE 11/15/111 DRAWN BY: D. SWEET I SHT. 4 01
JAN .' til Lu lb
N E R 4 L� NO7 :
I. CONTRACTOR 15 TO ASCERTAIN THAT ALL
GON5TRUOTION SHALL 5E IN COMPLIANCE AITH
ALL APFLICAE5LE BUILDING CODES AND LOCAL
RESTRICTIONS AND THAT THE CONSTRUCTION
DOCUMENTS ARE IN ACCORDANCE AITH
APPLICAE3LE LAWS, STATUES, ORDINANCES,
OODE5, RULES, AND REGULATIONS. IF THE
CONTRACTOR 05SERVE5 THAT PORTIONS OF
THE CONSTRUCTION DOCUMNET5 ARE AT
VARIANCE THEREWITH, THE CONTRACTOR
SHALL F`ROPMPTLY NOTIFY THE DE5I6NER IN
WRITING AND THE NECE5ARY CHANGES SHALL
BE INITIATED AND ACCOMPLISHED BY APPROPRIATE
MODIFICATION.
2. 1,-)IME51ON5 TAKE PRECEDENCE OVER DRAWIN65.
DO NOT SCALE DRAAINGS TO 5)ETERMINE ANY
LOCATIONS. IF ANY 5)15CREPANC I E5 OCCUR,
NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION.
5. ALL WOOi� IN CONTACT WITH MASONRY, CONCRETE
OR STEEL SHALL BE PRE55URE TREATED.
4. ALL PR0DU0T5 AMD MATERIALS SHALL E3E APi'LIED
AND/OR INSTALLED IN ACCORDANCE AITH THE
MANUFACTURER'S PUBLISHED SPEOIFIOATIONS.
5. CONTRACTOR SHALL VERIFY ALL WINDOW AND
DOOR MASONRY OPENIN65 WITH MANUFACTURER
PRIOR TO COMMENCEMENT OF CONSTRUOTION.
�. ALL. PLAN DIMENSIONS ARE FROM FACE OF BLOCK
OR FACE 5TUD ANO ARE NOMINAL UNLEaa
OTHERWISE INDICATED.
-7. HVAC SYSTEM DESIGN BY OTHERS. LAYOUT IS I7IAGRAMATIG
8. THIS STRUCTURE HAS E�EEN IPE516,NEI;) TO MEET
OR EXCEED THE 120 MPH AIND LOAD REOUIREMENTS
OF THE FLORIDA RESIDENTIAL BUILDING CODE,
200-7 EDITION WITH 20019 AMENDMENT5.
ci. CONTRACTOR SHALL BE RE51FON515LE FOR ALL
WATER I*ROOF I NG.
`3,-,11 I A a
PLAN E�)E7A I L @) N -
LAP 5F � ca) CON -T fi�
CORNERS 5A+R5
A/ 50" LAP
CORNER BARS SHALL
BE SAME SIZE 4 QTY
AS FTC- REINF
P! AN D T L � ORIN
BAR- LAP SFS ra CON19 7
NOTES:
I. FOUNDATION DE516N BASED ON 2000 P.5,F. MINIMUM ALLOAA15LE EEARIN6
PRESSURE. SUOMIT SOILS REPORT BY FLORIDA RE615TERE12 EN61Nq'ERIN6 FOR
REVIEA PRIOR TO FOUNDATION POUR.
2. ALL CONCRETE AORK SHALL SE IN ACCORDANCE AITH A.G.I. 501-79 AND SHOP
VRAAIN69 AITH A.G.I. 515-80. SHOP DRAAINCG5 SHALL BE SUBMITTEP TO ARCHITECT
FOR APPRO\1AL PRIOR TO FABRICATION OR GONG. POUR.
5. CONCRETE 20 DAY STRENGTH; SLA55, FOOTING; 2500 P.S.I. / 5/4" MAX.
A66RE6ATE.
4. REINFORCING STEEL; ASTM A615, &RADE 60 EXCEPT STIRRUPS ANI,7 TIES MAY BE
GRADE 40.
5. 5TRUGTURAL PE51GN 15 BA5ED ON AN ENCLOSED STRUCTURE. AINDOA5 5HALL BE
COVERED AITH STORM SHUTTERS OR PLYAOOD FOR HURRICANE GQNDITION5 TO PREVENT
PROJECTILE PENETRATION.
6. DESI6N LOADS: IN ACCORDANCE AITH F.B.G., 2007 RESIDENTIAL ED A/200q AMENDMENTS.
ROOF LIVE LOAD: 20 P.5.17.
AIND LOADS: IN ACCORDANCE A/ P.B.G. OI EDITION FOR
120 MPH RE610N REFERENCING ASCE-1
INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO HALL FACE
7. PRE-EN6INEEIRED ROOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE A/ F13.0.
TRUSS MANUFACTURER SHALL SUBMIT 516NED AND 5EALE0 DIRAAIN65 FOR APPROVAL
PRIOR TO FABRICATION.
8. LUMBER 6KARP- .5HALL BE:
A. HEADED, COLUMNS, BEAMS 412 5.Y.P.
OVER5UILT FRAMING F15-1500 PSI
B. AALL5, 6L,OCKIN&, M15G. 1$2 5PF
G. SILL PLATES S.Y.P. P.T.
q. ALL NAILS 5HALL BE COMMON AIRE NAILS UNLESS NOTED OTHERAISE.
10. CHECK ALL DIMENSIONS AITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED
11. THIS 5TRUGTURE DESIGN EXTENPIS TO ITEMS COVERED BY SSTD 10-11q
EXCLUDED ARE FINISHES, NON-5TRUGTURAL ITEMS, MISC. PARTS OVERHEAD
DOORS, ROOPIN6, HALL AATE9PROOPIN6 AHICH ARE DESIGNED BY OTHERS.
12 CONCRETE FLOUR SLAB 15 EXPECTED TO DEVELOP SHRINKAGE CRACKS.
15. CONCRETE MASONRY: A5TM G-190, WITH 28 DAY PRISM STRENGTH OF 2000
P.5.1. MIN. AITH TYPE M OR 5 MORTAR. MASONRY PRECAST LINTELS 5HALL
BE PROVIDED A50VE ALL OPENIN65, ALL MASONRY AORK SHALL BE IN ACCORDANCE A/
A.G.I. 530 AND A.G.I. 551. PROVIDE MASONRY CLEANOUTS ALI, PILLED CELL LOCATIONS.
SUBMITTAL NOTES:
1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER
AND SIGNED AND SEALED SHOP DRAWINGS INCLIDING CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT
FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION. PRE-ENGINEERED WOOD TRUSSES SHALL BE
DESIGNED IN COMFORMANCE WITH 2007 F.B.C. RESIDENTIAL EDITION WIFH 2009 AMENPMENIS,
2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT
BRACING AS REQUIRED BY SPECIALTY ENGINEER,
TRUSS NOTES:
1. TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN.
PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, SHOP DRAWINGS SHALL
BEAR THE SEAL OF THE ENGINEER.
2. TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAY -OUT" INDICATING THE LOCATION OF TRUSSES,
BEARINGS TRUSS SPACING, PITCH, BRACING LOCATION, AND OTHER INFORMATION DEEMED PERTINENT.
ARCHITECT WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR
SHALL SUBMIT "FRAMING LAY -OUT" TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL,
FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND PAPER TEMPORARY AND ERECTION
BRACING.
4. PERMANENT BRACING AS INDICATED ON DRAWINGS SHALL BE MINIMUM 2X4 DIMENSION LUMBER WITH
2-16D NAILS IN NAILS IN EACH TRUSS, UNLESS INDICATED OTHERWISE, ADDITIONAL BRACING AS REQUIRED OR
RECOMMENDED BY TRUSS DESIGNER OR FABRICATOR SHALL BE INCLUDED AND INSTALLED.
5.TRUSS FABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS
PRIOR TO FABRICATION. NOTIFY ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE
RECOMMENDED OR REQUIRED,
6. PROVIDE HURRICANE ANCHORS ANCHORS AS PER GOVERNING CODES AND REGULATION, AND AS INDICATED ON
DRAWINGS.
INAILING SCHEDULE
ROOF- i END GABLE: ad RIND SHANK NAILS AT 4" o.C. AT 51,IPPORTED
PANEL EDGiES OF 1/16" MIN, APA RATED 055 PLYWOOD , W106 NAILS
AT o' O.C. AT INTERIOR 5Uf=='Ofi,DT5,
WALL 5HEATHINC:p: SOI NAILS AT (o" O,C, AT SUPPORTED PANEL
OF 112" APA RATED 058 PLYWOOD , Wad
NAILS AT 12" O.C. AT INTERIOR SUPPORTS.
PROPOSED I EXISTING
Pp'oPo�E[)
3IMP30N ETA20
EXI5T. STUD
SIMPSON 112/0 - 2x8 LEDGER
� EA. Jo15T GOVT. /
LU/ 2" Ox& " LACE
TERMITE SHAIE__\\
BOLT a)24 O.C.
2x(o JOIST EX15T. FLOOR
24" O.C.
EXIST, STEMWALL
I -LLL - III= I -11__I I
d d
2 45 5AF�,5
EMBEDED TYF, v� d zz EXIST. FOOTER
2 #5 B,4 5 PROPOSED
CONT, BOT, II p
PROPOSED EXISTING 12"
Dx24`Lx24 IUJ FOOTER T� F. 3 P CS.
=TICS �
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GENERAL NOTE$
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1) CODES:
1.1 FLORIDA RESIDENTIAL BUILDING CODE (2007)
D WITH 2009 AMENDMENTS,
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE (ACI 318-95).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIM
DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE 7-95).
2) CONCRETE:
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2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAY;:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT
3509 PSI
2,1,2. PRE -CAST W/PRESTRESS REINFORCEMEN
- 5000 PSI
2.1.3. CONCRETE FILL (PLACED IN FIELD) - 25
0 PSI
2.2 REINFORCING BARS:
�-iT'
221, STEEL PLACED IN PRECAST LINTEL AT TINE
OF FABRICATION ASTM A615
(GRADE 60),
2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK
PLACED IN FIELD) ASTM A615
(GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH
CI 315.
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2.5 CONCRETING OPERATIONS SHALL COMPLY WITH
NCI STANDARDS.
3) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORIN
TO THE SPECIFICATION OF THE
NATIONAL CONCRETE
MASONRY ASSOCIATION AND ACI 530.
3.2 MINIMUM MASONRY UNIT STRENGTH: f'm 12,'0
PSI.
3.3 MORTAR SHALL BE TYPE S OR M,i
4) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS
HAVING 'A BEARING OF 8"
(WITH A MINIMUM ACCEPTABLE BEARING OF 4
PER
THE 2007 EDITION OF THE FLORIDA RESIDEN
AL BUILDING CODE WITH 2009
AMENDMENTS)
NEW 8' CMU
EXIST 8' CONCRETE WALL
NEW FTG -
#5 INTO 1'1X6' DRILLED
HOLE PACKED W/EPDXY
GROUT INTO EXIST `FTG
(2)#5 W/30' LAP AT ENDS /
OF NEW FTG INTERSECTING NEW EXIST EXIST CQNC FTG ..,�
W/EXIST FTG
?O�NEW TO EXIST FTG QCINN
WINDSPEED = 120 MPH/ 3 SEC. GUST
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE CATAGORY = 'B"
EXT. COMPNNANT AND CLAMING = + 12,5 TO -
19.9 P S F
WINDOW PRESSURE _ + a3,6 TO - 25.1 SF
INTERI[IR PRESSURE _ + 25.9 TO - 28,1 PSF
RONALD H. WILSON P.E. LIQ:. # 9710
4166 WEATHERSFIELD AVE.
ALTAh/ONTE_SPGS. FL. 32714
PHONE: 407-682-4052 FAX 4U7 82-3341
SEAL
„Foy=. JAN 1 � Z01�
WOOD ADDITION FOR:
ROBERT AND MARVIS REDDING
2695 GRANDVIEW AVE.
SANFORD, FL.32771
DDB ddbsweet@earthlink.net
SWEET, INC. 305-280-5507
DATE 11/15/111 DRAWN BY: D. SWEET I SHT. 7 OF 9
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SEAL
„Foy=. JAN 1 � Z01�
WOOD ADDITION FOR:
ROBERT AND MARVIS REDDING
2695 GRANDVIEW AVE.
SANFORD, FL.32771
DDB ddbsweet@earthlink.net
SWEET, INC. 305-280-5507
DATE 11/15/111 DRAWN BY: D. SWEET I SHT. 7 OF 9
r.;N�AL 1�0T=
I. CONTRACTOR IS TO ASOERTAIN THAT ALL
CONSTRUCTION SHALL SE IN COMPLIANCE WITH
ALL APPLICABLE BUILDING CODES ANE2 LOCAL
RESTRICTIONS AND THAT THE CONSTRUCTION
DOCUMENTS ARE IN ACCORDANCE AITH
APPLICAIBLE LAA5, STATUES, ORDINANOE5,
GO®E5, RULES, AND REGULATIONS. IF THE
CONTRACTOR 00SERVE5 THAT PORTIONS OF
THE CONSTRUCTION DOCUMNETS ARE AT
VARIANCE THEREAITH, THE CONTRACTOR
SHALL PROPMPTLI' NOTIFY THE DESIGNER IN
WRITING AND THE NECESARY CHANCES SHALL
BE INITIATED AND AOCOM I_15HE);� BY APPROPRIATE
MODIFICATION.
2. DIME51ON5 TAKE PRECEDENCE OVER ORAAINeS.
DO NOT SCALE DRAAINGS TO DETERMINE ANY
LOOATION5. IF ANY DISCREPANCIES OCCUR,
NOTIFY THE 1;lE5ICwNER AT ONCE FOR CLARIFICATION.
5. ALL A00D IN OONTAOT WITH MASONRY, OONORETE
OR STEEL SHALL DE PRE55URE TREATED.
4. ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED
AND/OR INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S PU5LI5HED SPECIFICATIONS.
5. CONTRACTOR SHALL VERIFY ALL WINDOA AND
DOOR MASONRY OPENINGS AITH MANUFACTURER
PRIOR TO COMMENCEMENT OF CON5TRUCTION,
6. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK
OR FACE 5TU17 AND ARE NOMINAL UNLESS
OTHERAISE INDICATED.
7. HVAC, 5Y57EM DE516N DY OTHERS. LAYOUT 15 DIAGRAMATIC.
5. TH15 STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED THE 120 MPH RIND LOAD RF-OUIREMEN75
OF THE FLORIDA RESIDENTIAL IBUILDINC7 CODE,
200`1 EDITION
1. CONTRACTOR SHALL SEE RESPONSIBLE FOR ALL
RATER PROOFING.
Ix FASO/
DRIP clot
RAFTER DETAIL INSTALLATION
N.T.S.
FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION, PRE-ENGINEERED WOOD TRUSSES SHALL BE
DESIGNED IN COMFORMANCE WITH 2007 F.B.C. RESIDENTIAL EDITION.
2, SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT
BRACING AS REQUIRED BY SPECIALTY ENGINEER.
TRUSS NOTES:
1. TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN.
PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, SHOP DRAWINGS SHALL
BEAR THE SEAL OF THE ENGINEER.
2. TRUSS FAURICAfOR SHALL PREPARE A "FRAMING LAY -OUT" INDICATING THE LOCATION OF TRUSSES,
BEARINGS TRUSS SPACING, PITCH, BRACING LOCATION, AND OTHER INFORMATION DEEMED PERTINENT.
ARCHITECT WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR
SHALL SUBMIT "FRAMING LAY -OUT" TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL,
FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION
BRACING.
4. PERMANENT BRACING AS INDICATED ON DRAWING5 SHALL BE MINIMUM 2X4 DIMENSION LUMBER WITH
2-16D NAILS IN NAILS IN EACH TRUSS, UNLESS INDICATED OTHERWISE. ADDITIONAL BRACING A5 REQUIRED OR
RECOMMENDED BY TRUSS DESIGNER OR FABRICATOR SHALL BE INCLUDED AND INSTALLED.
5.TRUSS FABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS
PRIOR TO FABRICATION. NOTIFY ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE
RECOMMENDED OR REQUIRED.
6. PROVIDE HURRICANE ANCHORS ANCHORS AS PER GOVERNING CODES AND REGULATION, AND AS INDICATED ON
DRAWINGS.
GENERAL NOTES
u ut�:
1.1 FLORIDA RESIDENTIAL BUILDING CODE (2007) ED.
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE 7-95).
2) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2,1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI
2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI
2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI
2.2 REINFORCING BARS:
2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60).
2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE
2,4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS,
3) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE
MASONRY ASSOCIATION AND ACI 530.
3.2 MINIMUM MASONRY UNIT STRENGTH: f'rn 1250 PSI,
3.3 MORTAR SHALL BE TYPE S OR M..,,,,,,
4) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8"
(WITH A THE 2007 1EDITION NIMUM AOFET�- yb00% SIDENPAL"'BCJILDING CODE)
I
51MF'60N H2.5 Q EA. TRUSS
zIUGE CONT
CONT. MTL FLASHING 4 GRIP
MATCH EXIST, 1
FASCIA 5D,
ID ONLY
ALTHOUGH GREAT CARE HAS BEEN TAKEN TO
INSURE ACCURACY, MISTAKES CAN OCCUR,
IT IS THE BUILDER'S RESPONSIBILITY TO
VERIFY ALL DIMENSIONS AND DETAILS AND
REPORT ANY DISCREPANCIES TO DDB SWEET, INC,
BEFORE BEGINNING CONSTRUCTION.
NOTE: IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO
REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS
AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD BEFORE CONSTRUCTION
NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF
HOME DESIGN ASSOCIATES IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT.
NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTION
OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS
IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD.
m
n
REVISION AND DATE
ITEM
F'ROPO&E r)
T1-11 EXT. SIDING
TYF,
I
PROPOS p
R13 INSULATION
E3ATT
PROPOSEID
SIMP50N �STA12_
/@ EA. 5TU TYP.
PROPOSED
5IIMP60N ETA�0 ----
24 O.C. TY�.
PROPOSED
GALU, METAL TE RMITT PLATE
1
PR0P05�D
a° xl(o" FILLED 00NC, BLoCK5
PROP05ED
15 5AR5 IN FILLED CELL -
A5 REQUIRED IN PLAN GRAPE
-III
(2) 15 R41.15AR5
I
FI5ERGLA55 SHINGLES
MATCH EXISTING
R-19 INSULATION
BLOCKING
BETWEEN
1D5L 2x4 TOIL
FLATS
- 1/2" DRYWALL
DBL 2x8 HEADER
W1 1/2" P'LYUJOoD
U,N,O.
PRE - EN(^cINEERED
ALUM. Wlt�;yOW
WOOL) E?LL
-- 2x4 PLATE
-- 2x4 5TUD6
QIro" O.G.
PROPC5ED
DSL. 2X8 51LL
PROP05�D
3/4" DECKING (PL"r'U)OOD>
5IMF50I`,4 U2&
EA, JOIST
PRoP05ED
- 2x: ? FLOOR Jc>15T
MATCH
EXISTING FL00F: HTC.
1<:-1 INSUL..ATION
16" DA(b""UJ FOOTER
A L L f
I C,__ �T- 1 cf-_'N
RONALD Fl. WILSON P.E. LIG. # 0710
466 iWEATI-IERSFIELD AVE.
ALT�,MONTE SPGS. FL.. 327.14
PHS NE: 407-682-4052 FAX 407-682-'384
WINDSPEED = 120 MPH/ 3 SEC, GUST
WIND IMP❑RTANCE FACTOR = LU
WIND EXPOSURE CATAGORY = "B"
EXT, C❑MP❑NANT AND CLADDING = + 12.5 TO -
19,9 PSF
WIND❑W PRESSURE _ + 23,6 T❑ - 25.1 PSF
INTERI❑R PRESSURE _ + 25.9 T❑ - 28.1 PSF
SAN 18 IV
WOOD ADDITION FOR:
ROBERT AND MARVIS REDDING
2695 GRANDVIEW AVE.
SANFORD, FL.32771
DDB ddbsweet a@eartlink.n
SWEET, INC. 305-280-5x07
ATE 11/15/111 DRAWN BY: D. SWEET I SH.T. 8 OF
I �
•I
-III
(2) 15 R41.15AR5
I
FI5ERGLA55 SHINGLES
MATCH EXISTING
R-19 INSULATION
BLOCKING
BETWEEN
1D5L 2x4 TOIL
FLATS
- 1/2" DRYWALL
DBL 2x8 HEADER
W1 1/2" P'LYUJOoD
U,N,O.
PRE - EN(^cINEERED
ALUM. Wlt�;yOW
WOOL) E?LL
-- 2x4 PLATE
-- 2x4 5TUD6
QIro" O.G.
PROPC5ED
DSL. 2X8 51LL
PROP05�D
3/4" DECKING (PL"r'U)OOD>
5IMF50I`,4 U2&
EA, JOIST
PRoP05ED
- 2x: ? FLOOR Jc>15T
MATCH
EXISTING FL00F: HTC.
1<:-1 INSUL..ATION
16" DA(b""UJ FOOTER
A L L f
I C,__ �T- 1 cf-_'N
RONALD Fl. WILSON P.E. LIG. # 0710
466 iWEATI-IERSFIELD AVE.
ALT�,MONTE SPGS. FL.. 327.14
PHS NE: 407-682-4052 FAX 407-682-'384
WINDSPEED = 120 MPH/ 3 SEC, GUST
WIND IMP❑RTANCE FACTOR = LU
WIND EXPOSURE CATAGORY = "B"
EXT, C❑MP❑NANT AND CLADDING = + 12.5 TO -
19,9 PSF
WIND❑W PRESSURE _ + 23,6 T❑ - 25.1 PSF
INTERI❑R PRESSURE _ + 25.9 T❑ - 28.1 PSF
SAN 18 IV
WOOD ADDITION FOR:
ROBERT AND MARVIS REDDING
2695 GRANDVIEW AVE.
SANFORD, FL.32771
DDB ddbsweet a@eartlink.n
SWEET, INC. 305-280-5x07
ATE 11/15/111 DRAWN BY: D. SWEET I SH.T. 8 OF
105
1061
PLOT PLAN
4)
254" C)
SCALE 111=10'
06-20-31-503-14000060
DDB Email: ddbsweet@earthIlnK,net
SA"ET9 Inc
'%Vc Hrflig Viaianu'flb lijfc" Phone: (407)221-5166
PLAN FOR: ROBERT AND MARVIS REDDING
ADDRESS: 26"6'3RANDVIEW
8ANFORD, FL. 32773
DATE: 12/11 SCALE: PAGE:
PROP. I.D.#