HomeMy WebLinkAbout401 W Seminole Blvd 185 09-120^ D
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CITY opsAmFO*o PERMIT APPLICATION
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L IMITED POWER OF ATTORNEY
A'Ata, nnoiiite Springs, Camelberry, Like Mary, Longwood, Samford,
County, Winter Springs
Date:
1 hereby name and appoint:
4Z&_MA) k ,I. 30�502<
an agent of:- r r= , r •1 ; re, t ; -e
=
[ Nai„a
to be my lawful attorney =in fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (rheck only one option):
`? All permits and applications submitted by this contractor.
The specific permit and application for work located at:
(sLrce, .chic_•
Expiration Date for This Limited Power of Attorney:
License Holder Name: -��� �.✓ /� fU���
State License number: 3 6
Signature of License Holder: 4
STATE OF FLML) k
COtjN -Y O1= V�'C i�G �
The foregoing in�irnent was acknow edged bef re me this �� day of �c7o 5
��� _ by �J J k o �V �C�. I V2.'__ who is ? personally own
to me or ? who has produced
identification and who did (did n take an oath.
tiikil l i l lillll, S ianature
yo ADD 607605 a
e3ordelooy ``.• e!zl
E `` w
(Ray. 3 27 U )
Print or type name
Notary Public - State of
Commission Flo. iD 0-1 5
,\.ly Commission F Cplres: 1 D D7 1 O
as
City of Sanford
Building Division
300 N. Park Ave
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
Date: 10.14.2008 ►2I
Re: Permit 09 -120, 09,09 -123 Exterior Renovations
Address: 401 W. Seminole Blvd. Sanford, Fl.
To: James Cantwell @ AB Design Group
Phone: 407.774.6978
Fax: 407.774.4078 14 • /g-- o8
Email:
PLAN REVIEW COMMENTS
The following is a list of comments on the above reference project. The
comments need to be addressed before the plans can be approved. Changes to
plans shall be submitted on the same size format as the original submittal and
signed and sealed by the Architect or Engineer.
1. Cement plaster shall meet the requirements of the FBC Section 2512 and
ASTM C 926. Cement plaster on lath shall be a minimum of 7/8 thick and
shall be applied in 3 coats per ASTM C 926. The application of the lath
and paper shall comply with ASTM C 1063. Please specify the proper
type of lath and the specific attachment to the structure.
2. A galvanized or corrosion resistant weep screed with a minimum vertical
attachment flange of 3 1/2 inches is required. The weather resistant
barrier shall lap the weep screed. The screed is located at the foundation
plate. Refer to FBC 2512.1.2. Provide detail.
3. Provide a 6 inch termite inspection space between the exterior wall
covering and the final earth grade per FBC 1403.8. A 4 inch space is
required at concrete slabs unless the area under the slabs is termite
treated. See the exceptions under 1403.8. Please correct details and
building elevations.
RESUBMITTALS
Please "cloud" all changes items so we can clearly identify revisions. Please
submit all revised items including building, mechanical, plumbing, electrical and
fire at one time. Track your permit at
https:Hegov. sanfordfl. gov /Click2GovBP /SelectPermit.jsp
If you have questions regarding this plan review, please telephone me.
Michael Christensen
Plans Examiner
Phone: 407.688.5150
Fax: 407.688.5152
Email: ChristensenM(@Sanfordfl.gov
October 17, 2008
City of Sanford
Building Division
300 N. Park Ave
Sanford, FL 32771
A R C H I T E C T S
Design
Group
Penco
Sailpointe Apartments Exterior Renovations
401 W. Seminole Blvd.
Response Letter
In reference to the following rejected items:
Item 1- Cement plaster shall meet the requirements of the FBC Section 2512 and
ASTM C 926. Cement plaster on lath shall be a minimum of 7/8 thick
and shall be applied in 3 coats per ASTM C 926. The application of the
lath and paper shall comply with ASTM C 1063. Please specify the
proper type of lath and the specific attachment to the structure.
Response- Cement plaster and lath has been revised to be in compliance with
ASTM C 926 and ASTM C 1063. See Al.
Item 2 - A galvanized or corrosion resistant weep screed with a minimum vertical
attachment flange of 3 '/Z inches is required. The weather resistant barrier
shall lap the weep screed. The screed is located at the foundation plate.
Refer to FBC 2512.1.2. Provide detail.
Response- A weep screed has been provided at the foundation plate. See A2.
Item 3 - Provide a 6 inch termite inspection space between the exterior wall
covering and the final earth grade per FBC 1403.8. A 4 inch space is
required at concrete slabs unless the area under the slabs is termite
treated. See the exceptions under 1403.8. Please correct details and
building elevations.
Response- A 6 inch termite inspection space has been provided. See A3.
Item 4- Specify washer size for embedded bolts.
Response- Embedded bolts are to have a 1/8" x 2" diameter washer. See A4 on
sheets 3 and 4.
If you have any questions, please contact me at 407 - 774 -6078.
Sincerely,
OCT
James Cantwell
Florida Architect #12709
1441 N. Ronald Reagan Blvd. • Longwood, FL 32750 • Phone: (407) 774 -6078 • Fax: (407) 774 -4078
AA0003325
www.abdesign- roup.com
SAI POINTE
AT LAKE MONROE
Apartments
EXTERIOR REPAIRS
401 W SEMINOLE BLVD
SANFORO, FLORIDA 32771
Tsl= (407) 322 -1051
SCOPE OF WORK:
REPAIR 4 REMOVAL OF DAMAGED STRUCTURAL FRAMING DUE TO WATER 4
TERMITE DAMAGE
• STATE OF FLORIDA DESIGN CRITERIA:
CERTIFIED BUILDING CONTRACTOR: *FLORIDA BUILDING CODE (FBC) EXISTING ARV.
BUILDING 2004 NC
AD1.
• 2004 FLORIDA FIRE PREVENTION CODE ALT.
PENCO CONSTRUCTION CO. OF ORLANDO, INC. • NATIONAL ELECTRICAL CODE (NEC) - 2005 EDITION AMT'
1730, SOUTH BUMBY AVE. • ALL LOCAL AND STATE CODES CD.
ORLANDO, FLORIDA 32806 CAB.
• OCCUPANCY - RESIDENTIAL, GROUP cLG.
Tel: (407) 898 -9896 • R2 CONSTRUCTION TYPE - V -B CON .
Fax: (407) 898 -7898 • MIN. INTERIOR FINISH - CLASS -B CPT.
C.T.
•BASIC WIND SPEED - 120 MPH (M /S) D.
D
D.O.
DIA_
DIM.
DISP.
SPECIFIC PARAMETERS FROM FBC 2004 RESIDENTIAL DR.
• STATE OF FLORIDA USED FOR DESIGN INCLUDE: B.S.
PROFESSIONAL ARCHITECT: • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION FOR HIGH WIND p.µ
• WOOD FRAME CONSTRUCTION FOR ONE & TWO FAMILY DWELLING EA
JAMES CANTWELL • AMERICAN SOCIETY OF CIVIL ENGINEERS (7 -02) EA-
.
AR NO. 12079 EXH.
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FLUOR
A.B. DESIGN GROUP, INC. rT� R.
1441, NORTH RONALD REAGAN BLVD. GAAR. DISP.
LONGWOOD, FLORIDA 32750 G.r.l.
Tel: (407) 774 -6078 Fax: (407) 774 -4078 GL
GYP. BD.
H.R.
H.C.
HDR
HOT. OR HT
INSUL
II.T.
ABBREVIATIONS
ABOVE LAY.
AIR CONDITIONING LUM.
ADJUSTABLE M.C.
ALTERNATE MFR
AMPERAGE MIN.
BOARD MTD.
CENTER LINE MTL
CABINET N.T.S.
CEILING O.C.
CLEAR PL
CONCRLTE P.B.
CARPET PH.
CERAMIC TILE PLT.
DRYER PLYWD.
DOUBLE PR
DUAL GLAZED P.T.
DIAMETER R
DIMENSION RAD.
DISPOSAL R.A.G.
DEEP
DOOR REP.
DOWNSPOUT RM.
DETAIL R.O.
DISHWASHER S.D.
EACH S.H.
ELEVATION SHT.
EQUAL SHTHG.
EXHAUST SHWR.
EXTERIOR SIM.
FIXED GLASS SL.
FUEL GAS SL GL
FINISH STD.
17LOOR SWS
rLUORrSCrNT
FRENCH DOOR TEMP.
FOOTING THK.
GAUGE T.O.C.
GARBAGE DISPOSAL T.0 P.
GROUND.FAULT CIRCUIT T.OS.
INTERRUPTER TYP.
GLASS U.N.O.
GYPSUM BOARD
HOSE BIB V.P.
HOLLOW CORE W.
HrnDER w/
HEIGHT WD.
INSULATION WDW.
INTERIOR WIN
W.I.
SITE MAP
+�"
L REVISIONS
LAVATORY
DATE DESCRIPTION INDEX OF DRAWINGS
LUMINOUS
MEDICINE CABINET
MANUFACTURER
MEAL
METAL SHEET # DESCRIPTION
NOT TO SCALE
ONCENTER
PUSH BBUTTONC Pg. 1 - COVER SHEET / LOCATION MAP
PHONE P 2 - GENERAL NOTES/ FRAMING NOTES
PLATE g
PLYWOOD Pg. 3 - 2 -STORY CROSS SECTIONS
PRESSURETREATED Pg. 4 - 3 -STORY CROSS SE C TIO1ME�Isxl
ti
RISER iREFRIGERATOR RADIUS Pg. 5- FR M E RETURN AIR GRILL
ROOM
ROUG H OPENING
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLIDING
SLIDING GLASS
STANDARD
SHEAR WALL
SECTION
TEMPERED GLASS
THICK
TOP
OPOFSLaB PERM
TOP OF PLATE ({'y'
rororsLne
TYPICAL 11p'i
UNLESS NOTED
0 IERWISE DA E:
NR•1
VAPOR PRoor _.` _ _ �_.�,•„_,�,y - _
WASHER /
WITH •!///� G.�
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
A R C H IT F F. T C
Design
Grou IBD.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407.774 -078
FAX:4 0 7- 7 74 4 0 78
hd.'I&9r -p-
AA 1:0003325
At1Mi 1 EC 1'
STATE OF FLORIDA
JAMES CANTWELL
AR NO 12079
11PROJECT# 1302.000
TASECh; 00003
ARCHITECT -
STATE OF FLORIDA
S E P 2/JZU
COVER
SHEET
DATE: 9/25/08
SCALE: I/4• II -0•
SHEET
1 OF 5
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EXTERIOR
REPAIR
11PROJECT# 1302.000
TASECh; 00003
ARCHITECT -
STATE OF FLORIDA
S E P 2/JZU
COVER
SHEET
DATE: 9/25/08
SCALE: I/4• II -0•
SHEET
1 OF 5
GENERAL NOTES
TIMBER
CLEAR SPAN
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2004
1. ALL WOODS
AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND
EDITION OF THE FLORIDA EXISTING BUILDING- CODE (FBC).
CODES MODIFICATIONS
AS SPECIFIED HEREIN:
DBL 2 x 12
A.
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
I. THE MINIMUM SUPERIMPOSED DE51GN LOADS ARE A5 FOLLOWS
B.
NATIONAL FOREST PRODUCTS ASSOCIATION:
UP TO 5' -0'
I.
NATIONAL DE51GN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
A. WIND LOAD CRITERIA
C.
SOUTHERN PINE INSPECTION BUREAU:
I. 5A51C WIND SPEED 120 MPH
1.
STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
II. WIND IMPORTANCE FACTOR NW) 1.0
D.
TRUSS PLATE INSTITUTE:
III. EXPOSURE CATEGORY B
I.
NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED
IV. WIND DIRECTIONALITY FACTOR (KD) 0.85
W
WOOD TRU55E5 (TPI -2002)
V. INTERNAL PRESSURE COEFFICIENT (GCPI)
E.
APA - THE ENGINEERED WOOD ASSOCIATION
OPEN BUILDINGS 0.00
I.
ENGINEERED WOOD CONSTRUCTION GUIDE
PARTIALLY ENCLOSED BUILDINGS .0.55
F.
AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
ENCLOSED BUILDINGS .0.18
THESE OPENING PROTECTION5 SHALL BE DESIGNED AND INSTALLED IN
ACCORDANCE WITH CHAPTER 3, SECTION 8301.2.1.2 OF THE FLORIDA BUILDING
CODE, RESIDENTIAL, 2004 EDITION, AND CHAPTER 3, SECTION 8301.2.1.2 OF THE
FLORIDA BUILDING CODE, RESIDENTIAL, 2006 SUPPLEMENT.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY
ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF
ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN
CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN
INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE
CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS,
DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE
CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND /OR
FABRICATION OF THE WORK
5. THE ARCHITECT /ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND
CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO
CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED
CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE
COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR
PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
1. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL
SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN
APPROVAL FROM THE ARCHITECT/ENGINEER.
J. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS
SPECIFICALLY DETAILED.
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE 2 (MIN.) STRESS GRADE LUMBER,
UNO.
Fb = 1,500 PSI Fv = 115 PSI E = 1,600,000 P51
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO'- RAFTERS, VERTICAL
STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALL5 OR EXTERIOR WALLS SHALL BE STUD GRADE
SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST
BE PRESSURE TREATED.
5. MINIMUM NAILING PER 2004 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE
ON PLANS.
6. ALL BOLT5 SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS
AND /OR NUTS WHERE IN CONTACT WITH WOOD.
1. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2004-
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING 514ALL BE APA RATED -1/16'055
EXPOSURE-] OR 1/2' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN
FOR -SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD
SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8' OSB
EXP05URE -1 OR 1/2' CDX PLYWOOD. 1/2' CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM
OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN
16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED V SUBFLOOR T 4 G INTERIOR PLYWOOD,
GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION
AFG -01 SHALL ONLY BE USED.
II. WALL SHEATHING SHALL BE APA RATED 1/16' 055 EXPOSURE -1 OR 1/2' CDX PLYWOOD
SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA
SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x
STRUCTURAL LUMBER 5YP 2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL
LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING
DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL
CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR
STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD
LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS
REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER
ROOFS IN ACCORDANCE WITH ANSI A58.1 -1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE
RECOMMENDED MINIMUM DE51GN LOAD5 IN APPENDIX B OF THE AN51 /TPI 1 -2002
NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS
CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS
LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L240.
IT THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO
PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION
RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE 'SIMPSON,
STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL
CONNECTIONS WITH THE SIZE AND NUMBER OF BOLT5/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
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MIN. HEADER SPAN CHART
SINGLE STORY APPLIGATION
51ZE
CLEAR SPAN
DBL 2 x 6
UP TO 5' -4'
DBL 2 x 8
5' -4' TO -1' -0'
DBL 2 x 10
1' -0' TO 10' -0'
DBL 2 x 12
10' -0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
51ZE
CLEAR SPAN
DBL 2 x 6
UP TO 5' -0'
DBL 2 x 8
5' -0' TO 6' -4'
DBL 2 x 10
(o' -4' TO 8' -0'
DBL 2 x 12
8' -0' AND OVER
2 x 12
(2 SYP)
1/16,0515
NAIL (3) 12 6' -8' O.G.
TYP. 2x12 BM. /HDR.
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN au
UP TO
5' -0' TO
8' -0'
U.N.O.
4' -II 1/2'
1' -II 1/2'
AND UP
NUMBER OF HEADER STUDS
110,000
OR T
SUPPORTING END OF HEADER
I
2
3
NUMBER OF FULL LENGTH STUDS
2 1/8'
.128
110,000
AT EACH END OF HEADER
I
2
3
NAILING SCHE[DUILE
ROOF DIAPHRAGM
USE 1/16' O.S.B. OR 1/2' CDX PLY WITH "8 RING SHANK GUN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS AT 6' O.G. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE 08 GUN NAILS m 4' O.G.
EXTERIOR SHEATHING
USE 1116' O.S.B. OR 1/2' PLY WITH "8 RING SHANK GUN NAILS AT 6' O.C. AT
PANEL SIDES AND •8 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM
PANEL AND "8 RING SHANK GUN NAILS AT 6' O.G. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER-
NAIL REQUIREMENTS
SIZE
HEAD
LENGTH
DIA.
TENSILE STR
8d
ROUND, IODIFIED
11/5,
.113
110,000
OR T
P'
•
10d
ROUND,MODIFIED
2 1/8'
.128
110,000
OR T
U
NOTE: NAILS TO BE MFG. BY MEMBER OF INT.
STAPLE, NAIL 4 TOOL ASSOCIATION
I. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
3. 16 TO 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5.2 INCH NAIL LENGTH
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT CO.5.5. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT lw OPENINGS
C05 RING SHANK GUN NAILS
0 12' O.G. IN FIELD
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
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A R C H I T E C T S
Design
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1441 N. RONALD REAGAN BLVD.
LONG WOOD. FL 32750
PH: 407- 774EO78
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AA F. 0003325
STATE OF FLORIDA
JAMES CANTWELL
AR NO 12079
PROJECT# 1302.000
TASK* 00003
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EXTERIOR
REPAIR
PROJECT# 1302.000
TASK* 00003
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16" O.S.B. OR Z" CDX
=PROVED
JILDING WRAP
RADE "D" FELT PAPER
ACK MTL. LATH
8" TEXTURED
NISH e WOOD
NDATION SILL
SCREED
SILL SCREED
DETAIL C WOOD TO
O SLAB CONNECTION
SCALE: 1 1/2'=I'-O'
2X SPF DBL
TOP PLATE
Il' -0' 2ND FLR.
BRG. HGT.
T /a" THICK, 3 COAT CEMENT
PLASTER PER ASTM G 926
OVER GRADE 'D' FELT —
PAPER BACKED METAL
LATH OVER APPROVED
HOUSE WRAP OR GRADE
'D' FELT PAPER PER
ASTM C 1063
r O.S.B. SHEATHING OR 21'
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET 2
'3' -0' 2ND FIN. FLR. rL _
V -0' IST FLR.
BRG. HGT. � —
SECURE IST FLR STUDS
TO 2ND FLR STUDS WITH
SIMPSON MSTA -36 e 32'
SECURE P.T. BT. PLATE TO
SLAB W/ 21'x9' THREADED ROD
W/Ya'X2' DIA. WASHER SET IN
SIMPSON NIGH STRENGTH
EPDXY W/ 2' WASHER W /6' MIN.
EMBEDMENT 0 a' FROM
CORNERS OR OPENINGS 4 32'
O.C. MAX.
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PRE -ENG'D ROOF TRUSS
(EXISTING)
5 /a" GYPSUM BOARD OR Y2'
HIGH STRENGTH CLG. BRD
SECURE STUDS TO
PRE -ENG'D ROOF TRUSSES
W /SIMPSON MTS -12
3/4' T$G SUBFLOOR GLUED 4
NAILED AS PER NAILING
SCHEDULE
PRE -ENG'D FLR TRUSS
(EXISTING)
5 /a" GYPSUM BOARD OR y'
HIGH STRENGTH CLG. BIRD
R -II BATT INSULATION
2x SPF STUDS a 16' O.C.
MAX
2x4 P.T. BT. PLATE
LATHING:
*ALL ATTACHMENTS FOR
SECURING METAL LATH, WIRE
LATH AND WIRE FABRIC TO
SUPPORTS SHALL BE
SPACED NOT MORE THAN 6'
(152 mm) APART, 4 SIDE LAPS
SHALL BE SECURED TO
SUPPORTS 4 BE TIED
BETWEEN SUPPORTS AT NOT
TO EXCEED 9' (229 mm)
INTERVALS.
METAL 4 WIRE LATH SHALL
BE ATTACHED TO VERTICAL
WOOD SUPPORTS WITH THE
EQUIVALENT OF 4d
GALVANIZED OR BLUE
COMMON NAILS DRIVEN TO A
PENETRATION OF AT LEAST
3/4" (19 mm) 4 BENT OVER TO
ENGAGE NOT LESS THAN 3
STRANDS OF LATH.
FOUNDATION SILL E 4 4 ROVIDE 6' TERMITE INSPECTION SPACE
SCREED 2 BETWEEN THE EXTERIOR WALL COVERING
AND THE FINAL EARTH GRADE PER FBC
EXISTING FOOTER 403.8. A 4" SPACE IS REQUIRED AT
4 SLAB A CONCRETE SLABS UNLESS THE AREA
UNDER THE SLABS IS TERMITE TREATED.
3 SEE THE EXCEPTIONS UNDER 1403.8.
2 -STORY WALL SECTION W/O
WINDOWS OR OPENINGS 3
1 SCALE: 3/4' =I' -O' ALL HEIGHTS ARE FOR
REFERENCE ONLY
2X SPF DBL
TOP PLATE
IT -0' 2ND FLR.
BRG. HGT.
NO3 COAT CEMENT
PER ASTM G 926
ADE 'D' FELT
ACKED METAL
R APPROVED
AP OR GRADE "D'
ER PER ASTM C
.B S E T O Z"
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET 2
9' -0' 2ND FIN. FLI
V -0' IST FLR.
BRG. HGT.
SECURE P.T. BT. PLATE TO
SLAB W/ 2'x9' THREADED
ROD W /YS'X2' DIA. WASHER
SET IN SIMPSON HIGH
STRENGTH EPDXY W/ 2'
WASHER W /6' MIN. —
EMBEDMENT a 5" FROM
CORNERS OR OPENINGS 4
PRE -ENG'D ROOF TRUSS
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HIGH STRENGTH CLG. BIRD
SECURE STUDS TO
PRE -ENG'D ROOF TRUSSES
W /SIMPSON MT5-12
SECURE IST FLR STUDS TO
2ND FLR STUDS WITH
SIMPSON MSTA -36 o 32'
O.G.
Y4' T$G SUBFLOOR GLUED 4
NAILED AS PER NAILING
SCHEDULE
PRE -ENG'D FLR TRUSS
(EXISTING)
5/S" GYPSUM BOARD OR y"
HIGH STRENGTH CLG. BRD
R -II BATT INSULATION
2x SPF STUDS a 16" O.G.
MAX
2x4 P.T. BT. PLATE
FOUNDATION SILL A PROVIDE 6' TERMITE INSPECTION SPACE
SCREED 2 BETWEEN THE EXTERIOR WALL COVERING
EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC
4 SLAB 1403.5. A 4' SPACE IS REQUIRED AT
A CONCRETE SLABS UNLESS THE AREA
UNDER THE SLABS IS TERMITE TREATED.
3 SEE THE EXCEPTIONS UNDER 1403.8.
2 —STORY WALL SEC O
W /WINDOWS & OPENINGS
SCALE: 314' =1' -O' -ALL HEIGHT5 ARE FOR
REFERENCE ONLY
6
Design
Grou .DG.
1441.N . RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407.7745078
FAX407.7744078
_bde'lgngroupm
AA 4:0003325
ARCHrrECT
STATE OF FLORIDA
JAMES CANTWELL
AR NO 12079
PROJECT* 1302.000
TASK# 00003
ARCHITECT-
2—STORY
CROSS
SECTIONS
DATE:
9/25/08
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2—STORY
CROSS
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DATE:
9/25/08
SCALE:
114'.1'-0'
SHEET
3
OF 5
26' -0" 3RD FLR.
BRG. NGT.
2X SPF DBL
TOP PLATE
SECURE 2ND FLR STUDS
TO 3RD FLR STUDS WITH
SIMPSON M5TA -36 a 32'
O.G.
18' -0' 3RD FIN. FLR.,L
IT -0' 2ND FLR.
IBRG. =NGT.=
Ys' THICK, 3 COAT CEMENT
PLASTER PER ASTM C 926
OVER GRADE 'D' FELT
PAPER BACKED METAL
LATH OVER APPROVED
HOUSE WRAP OR GRADE "[
FELT PAPER PER ASTM C
1063
TO 2ND FLR STUDS WITH
SIMPSON M5TA -36 a 32'
O.G.
9' -0" 2ND FIN. FLI
S' -0" IST FLR.
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-
SECURE P.J. BT. PLATE TO
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EPDXY W/ 2" WASHER W /6' MIN.
EMBEDMENT a 8' FROM
CORNERS OR OPENINGS 4 32"
O.C. MAX.
PRE - ENG'D ROOF
(EXISTING)
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SECURE STUDS TO
PRE -ENG'D ROOF TRUSSES
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APPROVED
BUILDING WRAP
_GRADE "D" FELT PAPER
BACK MTL_ LATH
_ 7/0" TEXTURED
FINISH a WOOD
FOUNDATION SILL
SGREED 26' -0" 3RD FLR.
BRG. NGT.
SILL SCREED
DETAIL C WOOD TO
SLAB CONNECTION
SCALE: 1 1/2'=]'-O'
2X SPF DBL
TOP PLATE
SECURE 2ND FLR STUDS
TO 3RD FLR STUDS WITH
SIMPSON MSTA -36 a 32'
O.C.
PRE -ENG'D ROOF TRUSS
%' GYPSUM BOARD OR Y"
HIGH STRENGTH CLG. BRD
SECURE STUDS TO
PRE -ENG'D ROOF TRUSSES
W /SIMPSON MT5-12
PRE -ENG'D FLR TRUSS
(EXISTING)
5 /a" GYPSUM BOARD OR y"
HIGH STRENGTH CLG. BRD
2x SPF STUDS a 16' O.G.
MAX
2x4 P.T. BT. PLATE
FOUNDATION SILL
PROVIDE 6' TERMITE INSPECTION SPACE
SGREED BETWEEN THE EXTERIOR WALL COVERING
EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC
4 SLAB
O3 1403.8. A 4" SPACE IS REQUIRED AT
A B
CONCRETE SLABS UNLESS THE AREA
UNDER THE SLABS IS TERMITE TREATED.
SEE THE EXCEPTIONS UNDER 1403.8.
3 —STORY WALL SECTION W/O
WINDOWS OR OPENINGS
SCALE: 3/4' =1' -O' -ALL HEIGHTS ARE FOR
REFERENCE ONLY
V -0' IST FLR.
BRG. NGT. A
SECURE P.T. BT. PLATE TO
SLAB W/ 2'x9' THREADED ROD
W /Ys'X2" DIA. WASHER SET IN
SIMPSON NIGH STRENGTH
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EMBEDMENT a 8" FROM ____\
CORNERS OR OPENINGS 4 32"
O -C. MAX.
0' -0" FIN. FLR.
PRE -ENG'D FLR TRUSS
(EXISTING)
5 /g" GYPSUM BOARD OR y°
NIGH STRENGTH CLG. BRD
2x SPF STUDS a 16' O.C.
MAX
2x4 P.T. BT. PLATE
TT x v '- a
FOUNDATION SILL — PROVIDE 6' TERMITE INSPECTION SPACE
SCREED BETWEEN THE EXTERIOR WALL COVERING
AND THE FINAL EARTH GRADE PER FBC
EXISTING FOOTER 1403.8. A 4' SPACE IS REQUIRED AT
4 SLAB A CONCRETE SLABS UNLESS THE AREA
3 UNDER THE SLABS IS TERMITE TREATED.
4SEC SEE THE EXCEPTIONS UNDER 1403.8.
3 —STORY WALL O
W /WINDOWS & OPENINGS
U SCALE: 3/4' =1' -0' -ALL HEIGHTS ARE FOR
REFERENCE ONLY
A R C H I T E C T S
Design
ou I
Gr...
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407 - 7746078
FAX-407- 774 -4078
w bftmg0gr p—
AA Y: 0003325
ARCHITECT
STATE OF FLORIDA
JAMES CANTWELL
AR NO 12079
IF,
LATHING:
IS' -0' 3RD FIN. FLR.
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SUPPORTS 4 BE TIED
PLASTER PER ASTM C 926
.
D.S.B. SHEATHING OR 1"
BETWEEN SUPPORTS AT NOT
OVER GRADE 'D' FELT
16 2
CDX PLYWOOD.
TO EXCEED 13'(225 mm)
INTERVALS. I
PAPER BACKED METAL
SECURE IST FLR STUDS TO
ATTACHED PER NAILING
METAL t WIRE LAIN SHALL
LATH OVER APPROVED
2ND FLR STUDS WITH
SCHEDULE ON SHEET 2
BE ATTACHED TO VERTICAL
HOUSE WRAP OR GRADE
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ATTACHED PER NAILING
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SCHEDULE
SCHEDULE ON SHEET 2
NAILED AS PER NAILING
SCHEDULE
9' -0" 2ND FIN. FLR. .L
PRE -ENG'D FLR TRUSS
(EXISTING)
5 /a" GYPSUM BOARD OR y"
HIGH STRENGTH CLG. BRD
2x SPF STUDS a 16' O.G.
MAX
2x4 P.T. BT. PLATE
FOUNDATION SILL
PROVIDE 6' TERMITE INSPECTION SPACE
SGREED BETWEEN THE EXTERIOR WALL COVERING
EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC
4 SLAB
O3 1403.8. A 4" SPACE IS REQUIRED AT
A B
CONCRETE SLABS UNLESS THE AREA
UNDER THE SLABS IS TERMITE TREATED.
SEE THE EXCEPTIONS UNDER 1403.8.
3 —STORY WALL SECTION W/O
WINDOWS OR OPENINGS
SCALE: 3/4' =1' -O' -ALL HEIGHTS ARE FOR
REFERENCE ONLY
V -0' IST FLR.
BRG. NGT. A
SECURE P.T. BT. PLATE TO
SLAB W/ 2'x9' THREADED ROD
W /Ys'X2" DIA. WASHER SET IN
SIMPSON NIGH STRENGTH
EPDXY W/ 2' WASHER W /6" MIN.
EMBEDMENT a 8" FROM ____\
CORNERS OR OPENINGS 4 32"
O -C. MAX.
0' -0" FIN. FLR.
PRE -ENG'D FLR TRUSS
(EXISTING)
5 /g" GYPSUM BOARD OR y°
NIGH STRENGTH CLG. BRD
2x SPF STUDS a 16' O.C.
MAX
2x4 P.T. BT. PLATE
TT x v '- a
FOUNDATION SILL — PROVIDE 6' TERMITE INSPECTION SPACE
SCREED BETWEEN THE EXTERIOR WALL COVERING
AND THE FINAL EARTH GRADE PER FBC
EXISTING FOOTER 1403.8. A 4' SPACE IS REQUIRED AT
4 SLAB A CONCRETE SLABS UNLESS THE AREA
3 UNDER THE SLABS IS TERMITE TREATED.
4SEC SEE THE EXCEPTIONS UNDER 1403.8.
3 —STORY WALL O
W /WINDOWS & OPENINGS
U SCALE: 3/4' =1' -0' -ALL HEIGHTS ARE FOR
REFERENCE ONLY
A R C H I T E C T S
Design
ou I
Gr...
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407 - 7746078
FAX-407- 774 -4078
w bftmg0gr p—
AA Y: 0003325
ARCHITECT
STATE OF FLORIDA
JAMES CANTWELL
AR NO 12079
IF,
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DATE: 9/25/08
SCALE:
I/4' ■ I' -m'
SHEET
4
of 5
'EXISTING PRE -ENG FLOOR
TRUSSES
SP4 OR H -5 o TOP 4
BOTTOM PLATES a EA FULL
LENGTH STUDS a EA SIDE OF
OPENING
5PF DOUBLE TOP PLATE
SIMPSON M5TA -24 a EA. JACK
STUD, BOTH SIDES OF
OPENING.
HEADER (SEE HEADER SPAN
CHART FOR DETAILS 4 SPECS.)
2X SPF STUDS a 16' O.G.
(U.N.O.) SECURE TO TOP 4
BOTTOM PLATE W /5IMP5ON
51`14 OR H -5 a 32' O.G. (MAX)
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
S�JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
TYP. WINDOW OPENING @9
FIRST FLOOR FRAME WALL
SCALE: 1/2'=I'-O'
2X4 5PF STUD ABOVE
3/4' 5UB -FLOOR
SPF BOTTOM PLATE
2x4 CONT. a TOP OF
FLR TRUSS (TOP 2x4
SUPPORTS ST PLATE OF
FLR ABOVE)
EXISTING FLOOR SYSTEM
DBL SPF TOP PLATE
MSTA36
HEADER PER HEADER SPAN CHART
OMSTA36 CLEAR SPAN FOR
STUD TO HEADR CONNECTION
BETWEEN FLOORS
SCALE: NT5
SP4 OR 14-5 a TOP 4
BOTTOM PLATES a EA FULL
LENGTH STUDS a EA SIDE OF
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SLAB W/ 2'x9' THREADED
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MIN. EMBEDMENT a 8' FROM
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O.C. MAX.
3—
EXISTING PRE -ENG TRUSSES
SPF DOUBLE TOP PLATE
SIMPSON MSTA -24 a EA. JACK
STUD, BOTH SIDES OF
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2X STUDS a 16' O.G. (U.N.O.)
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PLATE W /51MP5ON 5P4 OR
H -5 a 32' O.G. (MAX)
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
SP4 OR H -5 a TOP 4
BOTTOM PLATES a EA FULL
LENGTH STUDS a EA SIDE OF
OPENING
EXISTING PRE -ENG FLOOR
TRUSSES
DOUBLE TOP PLATE FROM
FLR BELOW
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B& THIRD FLOOR FRAME WALL
SCALE: 1/2'=I'-O'
I1Fl TO P -OJ' OF PI R
r-1G/u
REINFORCE W /MIN. 5' -0" 2X12 SYP, TO
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0
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SCALE: NTS
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FLR ABOVE)
EXISTING FLOOR SYSTEM
DBL SPF TOP PLATE
MSTA36
2X4 SPF STUD BELOW
C MSTA36 CLEAR SPAN FOR
STUD TO STUD CONNECTION
BETWEEN FLOORS
SCALE: NT5
Y4' TEG SUBFLOOR
GLUED 4 NAILED AS
PER NAILING
SCHEDULE
2X8 SYP JOIST a 24' O.C.
SIMPSON 14U -28
F BALCONY FLOOR
TRUSS REPLACEMENT
SCALE: NTS
r O.S.B. SHEATHING OR 2'
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ATTACHED PER NAILING
SCHEDULE ON SHEET 2
Y8' THICK, 3 COAT CEMENT
PLASTER PER ASTM C 926
OVER GRADE 'D' FELT PAPER
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APPROVED HOUSE WRAP OR
GRADE 'D' FELT PAPER PER
A5TM C I063
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SCALE: 3/4'=I'-O'
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SPF BOTTOM PLATE
2X4 CONTINUOUS
BLOCKING AT FLR JOIST
3/4' T4G 5UBFLOOR GLUED 4
NAILED AS PER NAILING
SCHEDULE
OPEN WEB FLR. JOIST a 24'
O.C. MAX.
DOUBLE TOP PLATE FROM
FI f2 FiFI ('JIII
A R C H I T E C T S
Desisn
Gr0u INC.
1441N. RONALD REAGAN BLVD.
LONGWOOD. FL 32750
PH: 407- 7746078
FAX -407- 774 -4078
www sbdeslgngmup.
AA N: 0003325
STATE OF FLORIDA
JAMES CANTWELL
AR NO 12079
PROJECT* 1302.000
TASK# 00003 li
ARCHITECT:
STATE OF FLORIDA
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DETAILS
DATE:
9/2$/0$
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DATE:
9/2$/0$
SCALE:
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SHEET
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