HomeMy WebLinkAbout200 McKay BlvdCITY OF SANFORD
BUILDING & FIRE PREVENTION
DEC PERMIT APPLICATION
Application No:
Documented Construction Value: $
Job Address: 1117f
Parcel ID:
Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Historic District: Yes ❑ No El
Residential Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration
Description of Work:
_Plan Review Contact Person:
Phone: 7` O 7 Fax:
Title: P" _
Email: ,-Q ser ras u-11/d4s "X19
Property Owner Information _
Name V vk Pe I S � Phone:
Street: Resident of property?
City, State Zip. c � a to osle - ';!kWq VOW '�
bl P&L NarigxloimoD VA"A •`0'''
Name
Street:
City, State Zip:
Name:
Street:
City, St, Zip: _
Bonding Company:
Address:
Contractor Informationcl� t,o,�,,� s"
rtntAYu'w�t�A,'�^"':ts�t
Phone:
Fax:
State License No.:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain' a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5m Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
11
SYLVESTER AND ROSA RAWL,INGS
200 MICK,AY BLVD.
SAN I FORD
INDEX
CS COVER SHEET
Al EXIT. / PROP. SLAB PLAN AND EXIST ELEVATIONS
,
A2
PROPOSED FLOOD ROOF AND ELECTRICAL PLAN`
£I
T1 PROPOSED TRUSS PLAN BY TRUSS FACTORTY
S1 ST14UCTURAL DETAILS
P 1 PLC
RECORD COPY T PLAN (CIVIL)
NOTES TO BUI,ILDER/CONTRACTOR:
1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DIM NSIONS
SHOWN ON THE PLANS ALWAYS TAKE PRECEDENCE OVER SCALE
OF DRAWINGS)
2. VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR B ARING
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 AGES.
HOWEVER, THESE PLANS ARE NOT TO BE CONSIDER D A REVIEWED POR CODE COMPLIANCE
COMPLETE CONSTRUCTION INSTRUCTION MANUAL, N A
COMPLETE TREATISE ON THE APPLICABLE CODES, PIANS EXAM ER
4. READ AND UNDERSTAND ALL DETAILS BEFORE COMME INC
CONSTRUCTION, MANY DETAILS REQUIRE A DEVIATIO I FROM DTE
STANDARD BUILDING PRACTICES SUCH AS REDUCED STUD
SPACING, SPECIFIC LUMBER SPECIES, OR A PARTICU AR
ORDER—OF—ASSEMBLY, THESE THINGS ARE MUCH E SIER TO
CONSTRUCT CORRECTLY THE FIRST TIME THAN TO F X AFTER
THEY ARE ALREADY IN PLACE. SANFORD BUILDING DIVISION
5. IF AT ANY TIME ',QUESTIONS ARISE ABOUT THE INTENT OF A
NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
CONTACTED AND RECEIVED CLARIFICATION FROM LICENSE TO PROCEED WITH THE WORK AND NOT AS
DDB SWEET. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
r FID H-AINIS
OFO
- 2 0 5 0 'With signed and notarized estoppel letter
dated August 4, 2015 and letter from neighbor
ok to demo existing carport and replace with
ALTHOUGH GREAT CARE HAS BEEN TAKEN T❑
INSURE ACCURACY, MISTAKES CAN OCCUR, concrete carport at 310 square feet as shown
on plan.
IT I THERESPONSIBILITY T
S BUILDER S ❑
VERIFY ALL DIMIENSI❑NS AND DETAILS AND
REPORT ANY DISCREPANCIES TO DDB SWEET
BEFORE BEGINNING C❑NSTRUCTI❑N.
NOTE: IT IS THERESPONSIBILITY 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 CONSTRUCTI❑N
NOTE: CLIENT IS IRESP❑NSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF
DDB SWEET IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT,
NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTI❑N AS SITE SPECIFIC. CONSTRUCTION RONALD H. WILSON P.E. LIC. # 9710
OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS 466 WEATHERSFIELD AVE.
IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD. NO. REVISION AND DATE ITEM
_ ALTAMONTE SPGS. FL. 32714
PHONE: 407-252-9037
® SEAL -�
li
i
I,
LEGAL DESCRIPTION
LEG LOT 1 BLK E
WASHINGTON OAKS SECTION 1
PB 16 PG 8
AND SEC. 11 TWP. 19S RGE31
BEG NE COR OF LOT 1 BILK E WASHINGTON
SEC 1 RUN S 31 DEG 49 MIN E 100 FT. N
DEG. 11 MIN E. 3.5 FT N. 31 DEG. 49 MIN.
FT S 58 DEG, 11 MIN. W. 3.5 FT TO BEG.
PARCEL I.D.#:
31-19-31-521-OE00-0010
SCOPE OF WORK
OAKS
58
W. 100
CONSTRUCT AND POUR 5 PROPOSED COLUM AND FOOTERS TO
SUPPORT PROPOSED ROOF OVER EXISTING CONCRETE CAR PORT
AREA, REMOVE BROKEN CONCRETE AND REPLACED WITH
PROPOSED CONCRETE TO EXTEND 4 FT BEYOND N.E. CORNER OF
EXIST. CONCRETE
STRUCTURE AS INDICATED IN PLAN.
AREA TABULATION
EXISTING SLAB AREA (DEMO) 310 SQ. FT.
EXISTING STRUCTURE AREA 1,556 SQ.FT,
PROPOSED CAR PORT AREA 310 SQ, FT.
TOTAL PROP AREA 1,866 SQ. FT.
All Mechanical is to conform to the 2010 Florida Building Code
All Plumbing is to Conform to the 2010 Florida Building Code
All Electrical is to conform to the 2008 National Electrical Code w I
Amendments.
2010 Florida Fire Prevention Code
2009 NFPA 101 Life Safety Code with Florida Amendments
2009 NFPA 1 Uniform Fire Code with Florida Amendments
CONSTRUCTION TYPE tl V"
RISK CATAGORY . II
ROOF LOADS . Uniform Load of 20 psf
FLOOR LIVE LOADS . (restaurants) Uniform Load of 100 psf -
(stores) Uniform Load of 100 psf/Concentrated Load of 1000 lbs.
WINDSPEED . 140 MPHJ3 Sec. Gust
WIND IMPORTANCE FACTOR =1.0
WIND EXPOSURE CATAGORY . •B"
EXT. COMPONANT AND CLADDING MIN. ..+ 20.6 TO .56.5
PSF
WINDOW PRESSURE MN.. + 39. TO .38.5 PSF
INTERIOR PRESSURE MN. + 35.9 TO - 38.1 PSF
This Certifies that these plans meet or
exceed the 140 mph13 see. gust of the 2010
Florida Building Code
SPECIALIZED IN:
ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES
DDB
PENGINEERING PLANS:
ROJECT MANAGEMENTITE CIVIL, SEPTIC AND SUBDIVISIONS
SMnEET Phone:(305)280-5507
"We Brin Visions To Li e"
Bring � Email: ddbsweet@earthlink.net
PLAN FOR: SYLVESTER AND ROSA RAWLI NOS
ADDRESS' 200 MCKAY BLVD.
SANFORD, FL. 32771
DATE: 05/2015 SCALE:
CS
PARCEL#: 31-19-31-521-OE00-0010
Fi
EXISTING ALUM. CARPORT
TO BE REMOVED (SEE DEMO PLAN)
EXISTING GARAGE FIN. FLR,
4
EXISTING FRONT ELEVATION
1/8" . 1'-0'
P'ulgTlr\Ir_ Rnnp, P[TrN d. V)
EXISTING OVER HANG 24"
EXISTING SIDE ELEVATION L^'�"'VV �'\PORT CON\. FLR.
4" THICK (TO REMAIN)
1/8" = 1'-0"
EXISTING ALUM, CARPORT
TO BE REMOVED
- JG
N CONCRETE
S AREA
REMOVED)
XISTING
ARPORT CONCRETE
LOOR (TO REMAIN)
EXISTING SLAB PLAN
i
IC"I F�ShHc ��S�N�
M
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - ----- - - - - - -
T
EXISTING EXISTING
MAIN FLOOR HTG, EXISTING CONCRETE STRUCTURE
MAIN FLOOR HTG,
RONALD H. WILSON P.E. LIC. # 9710
NO. 466 WEATHERSFIELD AVE. I
- ---- - ALTAMONTE SPGS. FL. 32714
-- -. PHONE: 407-252-9037 %
SEAL
EXISTING
CARPORT ALUM, SUPPORT BEAMS
(3) (TO BE REMOVED)
TYP,
5ANf-Ft)>+J
i5-2050
SPECIALIZED IN:
ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES
ENGINEERING PLANS:
DDB PROJECT MANAGEMENTITE CIVIL, SEPTIC AND SUBDIVISIONS
SUMET
Phone: (305)280-5507
"We Bring Visions To Life"
Email: ddbsweet@earthlink.net
PLAN FOR: SYLVESTER AND ROSA RAWLINGS
ADDRESS. ^ 200 MCKAY BLVD. ^-
. SANFORD FL. 32771
DATE: 05/2015 SCALE: PAGE :
PARCEL#: 31-19-31-521-0 E00-0010 Al
oho
PROPOSED FRONT ELEVATION
r_)r?niDr)czp-n P?r)nP' [DITr11 4:12
PROPOSED OVER HANG 24"
TO MATCH EXISTING
PROPOSED SIDE ELEVATION
1)T = f-0,
EXISTING ROOF OVERHANG
TO BE REMOVED (SEE DEMO PLAN)
PROPOSED SHINGLES
TO MATCH EXISTING
POSED CONC. BLOCKS
—PROPOSED OVER HANG 16"
PROPOSED CONC. BLOCKS
New
FKU1jL)ZA-U I-LUUK VLAN
PROPOSED
ROOF CENTER LINE
ROPOSED
,CUTTLE TO ROOF
// PULL CHAIN
OR LIGHT
<PROPPHNOSTING >
# 5 -2050
SPECIALIZED IN:
ARCHITECTURAL PLANS: HOUSE, AIDDITIONS AND GARAGES
ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS
DD.H PROJECT MANAGEMENT
PROPOSED REAR ELEVATION
,,� -�SMTEET
Phone: 305)280-5507
"We Bring Visions To Life"
Email: ddbswe t@earthlink.net
PLAN FORSYLVESTER AND ROSA RAWLINGS
ADDRESS. 200 MCKAY BLVD.
SAN FORD FL. 32771
RONALD H. WILSON P.E. LIC. # 9710 DATE:
05/2 01 5 SCALE: PAGE:
466 WEATHERSFIELD AVE. I
ALTAMONTE SPGS. FL. 32714 A2
PHONE: 407-252-9037 PARCEL#: 31-19-31-521-OE00-0010
SEAL
NOTE: CUT EXIST. CONC. FLOOR TO
INSTALL PROPOSED FOOTERS AND
REPLACE WITH NEW CONCRETE,
X I 04 . . .
MATCH ELEVATION WITH EXISTING
�--REMOVE
BROKEN CONCRETE
IN THIS AREA, AND REPLACE
WITH NEW CONCRETE MATCH
ELEVATION WITH EXISTING
PROPOSM.
'CARPORT.
'n
Ir -r
F-1
PROPOSED
CONCRETE FOOTER
TYP. SEE SHT, S1
FOR DETAILS
EXISTING
CONCRETE FLOOR
TYP.
L13.
7 IV
k I
DENOTES PROPOSED #5 BAR IN
4NI 40MDH
J
41, 11 8, 21
FILLED CELL @ 8'-0" O.C. MAX
1._2 2,-3. 1 --I
4-4-
LIVING AREA CORNERS, JAMBS & ENDS OF
24'
1397 9q ft WALLS,
37'-7j-
6—NOTE: DRILL 6" MIN,
INTO
EXIST,SLAB AND EXPDXY
24" O.C.,
USING #5 REBARS,
TYP,
PROPOSED SLAB PLAN
1/8* 111 1,-0r
oho
PROPOSED FRONT ELEVATION
r_)r?niDr)czp-n P?r)nP' [DITr11 4:12
PROPOSED OVER HANG 24"
TO MATCH EXISTING
PROPOSED SIDE ELEVATION
1)T = f-0,
EXISTING ROOF OVERHANG
TO BE REMOVED (SEE DEMO PLAN)
PROPOSED SHINGLES
TO MATCH EXISTING
POSED CONC. BLOCKS
—PROPOSED OVER HANG 16"
PROPOSED CONC. BLOCKS
New
FKU1jL)ZA-U I-LUUK VLAN
PROPOSED
ROOF CENTER LINE
ROPOSED
,CUTTLE TO ROOF
// PULL CHAIN
OR LIGHT
<PROPPHNOSTING >
# 5 -2050
SPECIALIZED IN:
ARCHITECTURAL PLANS: HOUSE, AIDDITIONS AND GARAGES
ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS
DD.H PROJECT MANAGEMENT
PROPOSED REAR ELEVATION
,,� -�SMTEET
Phone: 305)280-5507
"We Bring Visions To Life"
Email: ddbswe t@earthlink.net
PLAN FORSYLVESTER AND ROSA RAWLINGS
ADDRESS. 200 MCKAY BLVD.
SAN FORD FL. 32771
RONALD H. WILSON P.E. LIC. # 9710 DATE:
05/2 01 5 SCALE: PAGE:
466 WEATHERSFIELD AVE. I
ALTAMONTE SPGS. FL. 32714 A2
PHONE: 407-252-9037 PARCEL#: 31-19-31-521-OE00-0010
SEAL
am
0
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SHINGLE LOAD
NNO WEED 140 up.h.
BUILD NG EPMRE B
TYPICAL TRUSS END
112
2
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PLUMB CU�T
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HEIGHT' O', -Ow HEJC3H
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PBWWft INAM
ATTENTION
"APPROVAL OF THIS TRUSS LAYOUT' IS NECESSARY'
FORE FABRIMION CAN WMN, VERIFY'SPANS,
PITCHES, OVERHANGS. ELEVATIONS, & SEAMG
CONDITIONS., ACCEPTANCE OF- 'THIS LAYOUT AS
. SUMES
'TOTAL RESPONSIBILITY,, THE TRUSSES WILL BE BWLT
IN ACCORDANCE WITH THIS LAYOUr
F FWOR
ROO
eY �,"�,TRUSSRS
ACCU'-SPAN TRUSS CO.'
LONGWOOD -407-321-1,440
ORMOND BEACH - 386-872-5W8
MASCOrTE. -362-557-4901
=Towo
SYLVESTER /'ROSA RAWLINGS
R AW L INGS ADDITIOkl
200
lel CKAY BLVD SANFORD
WALE MATE WAM OY imt"KR
15/20/151 Bc)h 1 9.387
#5 BAR W/30" LAP AT EN
OF NEW WALLS INTERSECT,,
FILLED KNOCKOUT BLOCK
W/#5 BAR CONT
4c, INTn 1" nIAM X 6" DRILLED
EPDXY GROUT
M
a NEW TO EXIST TIE BM CONN,
EXIST, BLOCK
NEW BLOCK
KEYED BLOCK DETAIL
SCALE: IV. I.,).
J�;Ng) WALL SPLICE DETAIL
\�...// SCALE: N.T.S.
2x6 RIDGE BLOCKING 0 4 BAYS
2x4 FACIA
2x4 FLAT
0 48" OC
0 SLOPE
6PT
AB 0 48" 2"
OC
N.T.S.
:XIST 8" CMU WALL
NOTE: BLOCK WALL KEY IN
SHALL BE AT EXISTING AND
PROPOPOSED CONNECTION,
POINT, (TYP, FRONT WALL,)
1/2" COX PLYWOOD OR 7/16" OSB ROOF
SHEATHING W/ 8d NAILS 0 6" C/C - EDGE &
12" C/C - FIELD
.TRUSSES 0 24" C/C I
CEMENT FINISH OVER METAL LATH ON i
W' COX PLYWOOD SHEATHING ON END TRUSS
w/ 8d NAILS 0 6" C/C - EDGE
AND 12" C/C - FIELD
LSTA30 BY "SIMPSON" 0 48" C/C
STAGGERRED BETWEEN INSIDE &
OUTSIDE VERTICAL MEMBERS METAL TRUSS SEAT
w/ (4) 3/16" x 2 1/4" TAPCONS MIN, ON BLOCK
LAP METAL LATH 2" OVER BLOCK
8" CMU WALL
3 GABLE END TRUSS
SCALE: NTS
3n" I AP
PLAN DETAIL @ REINF
LAP SPLICE @ CONT FTG
CORNERS BARS
W/ 30" LAP
CORNER BARS SHALL
BE SAME SIZE & QTY
AS FTG REINF
PLAN DETAIL @ CORNERS
BAR LAP SPLICE @ CONT FTG
'20 RAT RUN CONT.
2x4 BRACE 0 10'-0" C/C W/
(3) 16d NAILS EA, JUNCTION
NEW 8' CMU
NEW FTG
EXIST 8' CONCRETE WALL
#5 INTO VOW DRILLED
HOLE PACKED W/EPDXY''
GROUT INTO EXIST FTG''
(2)45 W/30' LAP AT ENDS
OF NEW FTG INTERSECTING NEW EXIST EXIST CONIC FTG
W/EXIST FTG
NEW TO EXIST FTG CONN,
4 N.T.S.
EXISTING
CARPORT CONCRETE
FLOOR (TO REMAIN)
1/2" PLYWOOD -
FIBERGLASS SHINGLES
RoonNG ON 30# FELT
PRE-ENG'RED WD 12
TRUSSES 0 24" O.C.
SIMPSON META 18 4
0 EA TRUSS -
CONT, MTL FLASH &
DRIP ON 1X FASCIA BD
CONC, PAD (SEE
FND PLAN) SIZE
VARIES
00*)
3 THICKEN
R-19 INSULATION
ALUM, SOFFIT 1/2" DRYWALL ON PL WOOD
CONT, R-4 INSUL. IN FURRING SPACE
W/ 4" SCREEN VENT RECAST CONIC, LINTEL
FILLED KNOCKOUT SEE LINTEL SCH THIS SHT
BLOCK W/ #5 BA
CONT,
4" �OONC,
SLAB 1-#5 CONT.
6
III-I�IIIIIII-�
D0E DETAIL
SCALE: 3/8"= 1'-0"
PROPOSED
2'-0" WIDE X 18"
DEEP CONCRETE
FOOTER TYP. (3) PLACES
I PROPOSE[)
2'- 0
2 # 5 R(BARS
EA. WAY
TYP,
PROPOSED FOOTER FOR VERT, CONSTRUCTION
N.T.S.
IN I 1 V I X M I_ 1 1\ l Iv 11 1 I V
MAX SPAN 24"O. C.
1'6"
212"
21811
37
47
416"
512n
612w
71V0n
810"
912"
1010"
1112"
1n
12811
13'411
141011
161011
181011
181811
201811
2218"
RAFTER SPANS
CEILING JOISTS
FLOOR JOISTS
2x6 12"o.c. 14'9" max span
2x4 12"o.c. 9'3" max spon
2x12 12"o.c. 23'4" mox span
2x6 16"o.c, 13'5" max spon
2x4 16"o,c. 8'7" max span
2x12 16"o.c. 20'2" max span
24 24"o.c, 11'9" max span
2x4 24"o,c. 7'3" max spon
2x12 24"o,a 16'6" max span
2x8 12"o.c, 19'6" max span
2x6 12"o.c, 14'9" max spon
200 12"o,c, 19'11" max span
2x8 16"o.c. 17'9" max span
2x6 16"o.c. 12'11" max span
2x10 16"o.c. 17'3" max span
2x6 24"o.c, 13'2" max spon
2x6 24"o.c. 10'6" max span
200 24"o,c. 14'1" max span
2x10 12"o.c. 24'10" max span
2x8 12"o,c, 19'2" max span
PRECAST CONC, SILL
2x10 16"o.c. 22'1" max span
2x8 16"o.c. 16'7" max spon
2x10 24"o,c. 18'1" max span
2x8 24"o,c, 13'7" max span
2x12 12"o,c, 26'0" max span
200 12"o,0, 22'9" max span
N PLAN
2x12 16"o.c. 26'0" max span
2x10 16"o,c, 19'9" max span
PAINTED STRUCK BLOCK
202 24"o.c, 21'4" max span
200 24"o,c. 16'1" mox spon
NOTE: ALL SPANS BASED ON #2
SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF-LIVE LOADS
III-I�IIIIIII-�
D0E DETAIL
SCALE: 3/8"= 1'-0"
PROPOSED
2'-0" WIDE X 18"
DEEP CONCRETE
FOOTER TYP. (3) PLACES
I PROPOSE[)
2'- 0
2 # 5 R(BARS
EA. WAY
TYP,
PROPOSED FOOTER FOR VERT, CONSTRUCTION
N.T.S.
GENERAL NOTES:
1, CONTRACTOR IS TO ASCERTAIN THAT ALL
CONSTRUCTION SHALL BE IN COMPLIANCE ;WITH
ALL APPLICABLE BUILDING CODES AND LOCAL
RESTRICTIONS AND THAT THE CONSTRUCTION
DOCUMENTS ARE IN ACCORDANCE WITH
APPLICABLE LAWS, STATUES, ORDINANCES;
CODES, RULES, AND REGULATIONS. IF THE
CONTRACTOR OBSERVES THAT PORTIONS OF
THE CONSTRUCTION DOCUMNETS ARE AT
VARIANCE THEREWITH, THE CONTRACTOR
SHALL PROPMPTLY NOTIFY THE DESIGNER 'IN
WRITING AND THE NECESARY CHANGES SHALL
BE INITIATED AND ACCOMPLISHED BY APPROPRIATE
MODIFICATION,
2. DIMESIONS TAKE PRECEDENCE OVER DRAWINGS.
DO NOT SCALE DRAWINGS TO DETERMINE ANY
LOCATIONS, IF ANY DISCREPANCIES OCCUR,
NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION.
3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE
OR STEEL SHALL BE PRESSURE TREATED.
4, ALL PRODUCTS AMD MATERIALS SHALL BE' APPLIED
AND/OR INSTALLED IN ACCORDANCE WITH', THE
MANUFACTURER'S PUBLISHED SPECIFICATIONS.
5. CONTRACTOR SHALL VERIFY ALL WINDOW AND
DOOR MASONRY OPENINGS WITH MANUFACTURER
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
6. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK
OR FACE STUD AND ARE NOMINAL UNLESS
OTHERWISE INDICATED,
8, THIS STRUCTURE HAS BEEN DESIGNED TO ''MEET
OR EXCEED THE 120 MPH WIND LOAD REQUIREMENTS
OF THE FLORIDA RESIDENTIAL BUILDING CODE,
2010 EDITION
9. CONTRACTOR SHALL BE RESPONSIBLE FOR!, ALL
WATER PROOFING.
10, ALL LUMBER SHALL BE SYP #2 OR BETTER
NO. REVISION AND',DATE ITEM
BOTTOM PLATE
1 #5 VERT, REI
C.M.U./,
°.4
e
PIT, END STUD
1/2" ANCHOR BLOT
@ 48" O/C (VERT,)
(3 MIN.)
FRAME TO BLOCK CONNECTION
LnICO
DETAIL "A"
LINTELS BY QUALITY PRECAST
Precast Lintel
(8"x8", filled and unfilled)
Total Allowable Superimposed Load - Pounds Per Linear Foot
Wairk No. orninal Totalo Fill Filled
Clear Lintel No Steel (11#5
Span Size
II
1'6"
212"
21811
37
47
416"
512n
612w
71V0n
810"
912"
1010"
1112"
1n
12811
13'411
141011
161011
181011
181811
201811
2218"
210"
31611
41011
41611
51411
610"
61611
1
8'411
9'411
1016"
11'4"
12'6"
1n
140"
1418"
1514"
1714"
19'4"
2010"
211411
24'0"
6191 1 7846
4277 X5413
I
WALL BEYOND
2304
2046 2677
1722 2107
PRE-ENG'RED ALUMINUM
989 1236
WINDOW SEE ANCHOR
Fu
---7U
DETAILS ATTACHED
"o
oa
332 621
06
WOOD SILL
PRECAST CONC, SILL
�1561.7� . 111
AS DOWELREO'D IN FILLED CELL
N PLAN
PAINTED STRUCK BLOCK
0121IF-A�
#5 DOWEL W/ 30" LAP
rl3'i67.� l e
8" CMU
WD BASE
CONC.SLAB & FTG
7o
q„
°
tl'.'F
'4 d
R.
2 #5 BAR CONT. BOT
16'
STD ACI
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FULL HIEGHT WALL SECTION - FLAT CEILING
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GENERAL NOTES:
1, CONTRACTOR IS TO ASCERTAIN THAT ALL
CONSTRUCTION SHALL BE IN COMPLIANCE ;WITH
ALL APPLICABLE BUILDING CODES AND LOCAL
RESTRICTIONS AND THAT THE CONSTRUCTION
DOCUMENTS ARE IN ACCORDANCE WITH
APPLICABLE LAWS, STATUES, ORDINANCES;
CODES, RULES, AND REGULATIONS. IF THE
CONTRACTOR OBSERVES THAT PORTIONS OF
THE CONSTRUCTION DOCUMNETS ARE AT
VARIANCE THEREWITH, THE CONTRACTOR
SHALL PROPMPTLY NOTIFY THE DESIGNER 'IN
WRITING AND THE NECESARY CHANGES SHALL
BE INITIATED AND ACCOMPLISHED BY APPROPRIATE
MODIFICATION,
2. DIMESIONS TAKE PRECEDENCE OVER DRAWINGS.
DO NOT SCALE DRAWINGS TO DETERMINE ANY
LOCATIONS, IF ANY DISCREPANCIES OCCUR,
NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION.
3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE
OR STEEL SHALL BE PRESSURE TREATED.
4, ALL PRODUCTS AMD MATERIALS SHALL BE' APPLIED
AND/OR INSTALLED IN ACCORDANCE WITH', THE
MANUFACTURER'S PUBLISHED SPECIFICATIONS.
5. CONTRACTOR SHALL VERIFY ALL WINDOW AND
DOOR MASONRY OPENINGS WITH MANUFACTURER
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
6. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK
OR FACE STUD AND ARE NOMINAL UNLESS
OTHERWISE INDICATED,
8, THIS STRUCTURE HAS BEEN DESIGNED TO ''MEET
OR EXCEED THE 120 MPH WIND LOAD REQUIREMENTS
OF THE FLORIDA RESIDENTIAL BUILDING CODE,
2010 EDITION
9. CONTRACTOR SHALL BE RESPONSIBLE FOR!, ALL
WATER PROOFING.
10, ALL LUMBER SHALL BE SYP #2 OR BETTER
NO. REVISION AND',DATE ITEM
BOTTOM PLATE
1 #5 VERT, REI
C.M.U./,
°.4
e
PIT, END STUD
1/2" ANCHOR BLOT
@ 48" O/C (VERT,)
(3 MIN.)
FRAME TO BLOCK CONNECTION
LnICO
DETAIL "A"
LINTELS BY QUALITY PRECAST
Precast Lintel
(8"x8", filled and unfilled)
Total Allowable Superimposed Load - Pounds Per Linear Foot
Wairk No. orninal Totalo Fill Filled
Clear Lintel No Steel (11#5
Span Size
L-2
L-3
L-4
L-5
L-6
L-7
L-9 n
L-10
L-11
L-12
L-13
L-15
L-16 P.S.
L-17 P.S.
L-18 P.S.
L-19 P.S.
L-20 P.S.
L-21 P.S.
L-22 P.S.
1'6"
212"
21811
37
47
416"
512n
612w
71V0n
810"
912"
1010"
1112"
1n
12811
13'411
141011
161011
181011
181811
201811
2218"
210"
31611
41011
41611
51411
610"
61611
1
8'411
9'411
1016"
11'4"
12'6"
1n
140"
1418"
1514"
1714"
19'4"
2010"
211411
24'0"
6191 1 7846
4277 X5413
2304
2046 2677
1722 2107
989 1236
904 1128
Fu
---7U
648 1 760
111
332 621
06
Note: (P.S.) represent precast lintels prestressed using
(2) 7/16" Diameter Prestressing Strands.
SIMPSOI
,,(4)pT�PCONSM 16
4 X 2 AND (8) 10d NAILS
I INITP-1
NOTES:
1 FOUNDATION DESIGN PRESSURE SUBMIT SOILS EREPORT D ON 0BY0 FLORIDA MINIMUM
ENGINEERING LE NFOR CORRECTION FOR ABSENT
REVIEW
2. ALL CONCRETE WORK SDHAALLL BEOINR
ACCORDANCE WITH A,C,I, 301-79 AND SHOP LINTEL STRAP DETAIL
DRAWINGS WITH A.C.I. 315-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT N.T.S.
FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR,
3. CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P,S.I, 2/ 3/4" MAX,
AGGREGATE,
4. REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE
GRADE 40.
5. DESIGN LOADS: IN ACCORDANCE WITH F:B.C., 2010 ED. F.B.C.
ROOF LIVE LOAD: 20 P,S,F,
WIND LOADS: IN ACCORDANCE W/ F.B,C, 01 EDITION FOR
140 MPH REGION REFERENCING ASCE-7
INTERIOR PARTIONS: 5 P.S,F, PERPENDICULAR TO WALL FACE
6. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ F.B.C.
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION.
7. LUMBER GRADE SHALL BE:
A, HEADER, COLUMNS, BEAMS #2 S.Y.P.
OVERBUILT FRAMING FB -1500 PSI
B. WALLS, BLOCKING, MISC. #2 SPF
C. SILL PLATES #S, Y, P. P. T.
8. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE.
9. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED
10, THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99
EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC, PARTS OVERHEAD
DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS,
11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS,
SUBMITTAL_ NOTES:
CONNECTOR
SCHEDULE
CAPACITY
' le
111
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7 DI V TDI ICC
1 -PLY TRUSS
1 #5 CON T.
TYP. TRUSS BEARING DETAIL
CONC. BLOCK TIE BEAM
er,N
SCALE: N.T.S.
NAILING SCHEDULE
ROOF & END GABLE: 8d RING SHANK NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES OF 7/16" MIN. APA RATED OSB PLYWOOD , W/8d NAILS
AT 6" O.C, AT INTERIOR SUPPORTS.
WALL SHEATHING: 8d NAILS AT 6" O.C. AT SUPPORTED PANEL
EDGES OF 1/2" APA RATED OSB PLYWOOD , W/8d
NAILS AT 12" O.C. AT INTERIOR SUPPORTS.
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 F,B,C. LATEST EDITION. All Mechanical is to conform to the 2010 Florida Building Code
2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT All Plumbing is to Conform to the 2010 Florida Building Code
BRACING AS REQUIRED BY SPECIALTY ENGINEER. All Electrical is to conform to the 2009 National Electrical Code wI
Amendments.
2010 Florida Fire Prevention Code
TRUSS NOTES: 2009 NFPA 101 Life Safety Code with Florida Amendments
2009 NFPA 1 Uniform Fire Code with Florida Amendments
1. TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN, CONSTRUCTION TYPEt1V"
PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL RISK CATAGORY. II
BEAR THE SEAL OF THE ENGINEER. ROOF LOADS. Uniform Load of 20 psf
FLOOR LIVE LOADS . (restaurants) Uniform Load of 100 psf -
(stores) Uniform Load of 100 psf/Concentrated Load of 1000 lbs.
2. TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAY -OUT" INDICATING THE LOCATION OF TRUSSES, WINDSPEED. 140MPH73 Sec. Gust
0
BEARINGS TRUSS SPACING, PITCH, BRACING LOCATION, AND OTHER INFORMATION DEEMED PERTINENT, WIND IMPORTANCE FACTOR =1.,
ARCHITECT WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR WIND EXPOSURE CATAGORY.-B'
SHALL SUBMIT "FRAMING LAY -OUT" TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL, EXT. COMPONANTAND CLADDING MIN...20.6TO.56.5
FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE. PSF
WINDOW PRESSURE MN, - + 39. TO -38.5 PSF
INTERIOR PRESSURE MN. + 35.9 TO - 38.1 PSF
3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION This Certifies that these plans meet or
BRACING. exceed the 140 mphl3 see. gust of the 2010
Florida Building Code
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,
WEB MEMBER
SHEATING CONTINUOUS LATERAL
BRACE (CB)tEQ'D. BY O !'.
TRUSS OESIG AND AS U
REO'D. TRUSS FRAMING
PLAN 2X4 / 2-16d
NAILS AT EA. TRUSS.
��\i DING
Cb
2X4 DAG BRACE (DB) UF1
CEILING TYP, AT El
O' NO WALL
& 0 20'-0" O.C. MAX.
INTERVALS ALONG LATERAL
CONT, BOTTOM BRACE (DB) BRACE.
2X4 AS REO'D, BY TRUSS
DESIGN & AS REQ'D IN
TRUSS FRAMING PLAN
RONALD H. WILSON P.E. LIC. # 9710
466 WEATHERSFIELD AVE.c ( I
ALTAMONTE SPGS. FL. 32714 �
PHONE: 407-252-9037
SEAL
GENERAL NOTES
1) CODES:
1.1 FLORIDA RESIDENTIAL BUILDING CODE (2010).
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: fm 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 MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1
OF THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE)
SPECIALIZED IN:
ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES
D
��
ENGINEERING SITE CIVIL, SEPTIC AND SUBDIVISIONS
PROJECT MANAGEMENT
SWEET
Office Phone. (305)280-5507
"We Bring Visions To Life"
Email: ddbsweet@earthlink.net
PLAN FOR:SYLVESTER AND ROSA RAWLINGS
ADDRESS: 200 MCKAY BLVD.
SANFORD, FL. 32771
DATE: 05/2015 SCALE: NOTED PAGE:
PARCEL#: 31-19-31-521-OE00-0010 S1