HomeMy WebLinkAboutBuilding Plans-- -- — Fide Cody
PIT
1
�2X4 PIT RAILING
ME
Y" STAINLESS OR./
GALVANIZED SCREWS
2X2 PIT RAILING SPINDLES
.,.1./II Is &STEPS DETAIL
SCALE:1/2" = V-0"
SMART) LEFT ELEVATION
WITHIN 12" OF GROUND LEVEL
TYP. RUN
�8K' TYP. RISE
-2X8 PIT BLOCKING
--=
GENERAL NOTES
'SEAL ALL TYVEK® JOINTS AND PENETRATIONS WITH APPROVED TAPE.
(ex. DUPONT CONTRACTOR TAPE).
'FASTEN TYVEK® TO SHEATHING WITH LARGE HEAD NAILS
OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex, DUPONT WRAPCAPS)
'LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND
THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW,
TYPICAL WALL
MINIMALLY EXPANDING
POLYURETHANE FOAM OR INSTALL TYVEK® FLEXWRAP-
APPROVED CAULKING OVER MOUNTING FLANGE. LAP
(AROUND WINDOW RSO) TYVEK® & TAPE JOINTS.
::
WINDOW WITH
INTEGRAL MOUNTING
FLANGE
WINDOW HEAD DETAIL
RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING(HEATING CLIMATE)
WINDOW WITH
INTEGRAL MOUNTING---- CAULKING
FLANGE
MINIMALLY EXPANDING
POLYURETHANE FOAM OR_
APPROVED CAULK
(AROUND WINDOW RSO)
TYPICAL WALL
WRAP TYVEK.INTO
OPENING (JAMBS & SILL)
& TAPE (ESP, @ CORNERS)
USING TYVEK® FLEXWRAP.
o
FASTEN TYVEK®fIEXWRAPI•
CORNER USING MECHANICAL
FASTENER
INSTALL TYVEK® FLEXWRAP--
AROUND PERIMETER OF OPENING
Iv -
WINDOW SILL DETAIL �o
/ RESIDENTIALWOODF ESTRUCTUREW/WOOD SIDING(HEA NG CLIMATE)
1H
u IIII �
°_ IIII +45
�� IIII
50
DBL. 25 IMPACT PGT
F
RONT ELEVATION
LOCATION OF SIMPSON
U2' HOLD-DOWNS ON (2)
>. (FRAME TO MASONRY)
CJ
� I
z
Y
Q
a I
00 I AT EACH
)ROLAM X
00
81 X 18' PARKING SPACE
MATCH EXISTING ROOF LINE
SCALE:1/2" = V-0"
APPROXMIATE LOCATION OF FLOOD VENT, SMART VENT
TO BE WITHIN 12" OF GROUND LEVEL
PER MY REVIEW, THESE
LOCATED AT 5339 MON,
ARE IN CONFORMANCE"
BUILDING C Eu5TKEVI
BY
r
II I , VACCESS4
II II I UNDER
PORCH
II It I ALSO ALLOWS
II II I FLOOD WATER
II II I PASS THRU
AOPEN
WITH No MECHANICAL DEVICES BLOCKING ACCESS
IFr'R�OPOSED ADDITION
1 FAQ%RESORTS, FT. PIERCE
INg 01 THE FLORIDA
RONALDtG. CER P.E:1I�►��i '�� 1C�F�,,VELLER P.E. #68366
P.O. BOX 78-1377, SEBASfbwr •a208-1377 C.A. # 5693
NOTE; ENGINEER'S SEAL SHOULD BE BLUE IN COLOR OR SMUDGE W/ WET FINGER;
IF NOT, CONTACT ENGINEER TO VERIFY PROJECT AND SEAL ARE AUTHENTIC.
OVER
5/8, CI
APPROXMIATE LOCATION OF FLOOD VENT, SMART VENT
TO BE WITHIN 12' OF GROUND LEVEL
SMART VENT CALCULATIONS
232 SQUARE INCHES REQUIRED
2 VENTS WITH 200 SQ INCHES PER VENT
= 400 SQUARE INCHES
ALL MATERIAL BELOW BASE FLOOD TO
BE FLOOD RESISTANT PER F.B.C. 322.1.8
INCLUDING BALLOON WALL FRAMING
'•.9.�11'nt M�'.:I)iy� C11C�1 i) 1.,1V010S
* .0 s" � * li r,Y
/,�-.,�J fit,
r\7� ill -h�+tii l%IY 'DI=.11 ��I ( IH�,
''QNia��jrn Oi �kl;�1Bi}
i i1.. 7G PLANb AND H.L Pr 0FOSE0 `,N0;,
AIE SUBJECT TO ANY CORRECTIONS
RE00RED QY MELD INSPECTORS THAT
!'Ay 5 N[`E$,WY 94 VRON TO
00 60
nfvr
EASTSIDE BUILDERS
,a°
SHEET
SEBASTIAN, FLORIDA 589-4327. 633.0411
TOM & SHARON ENGLISH
5339 MONTEGO CIRCLE
LOT 361 OCEAN RESORTS A CO.OPERATIVE
1/4" SCALE
FT. PIERCE FLORIDA 34949
OF SHEET
DRAWN AND I OR DESIGNED BYCDS Enterprises, Cliff Cooley
SEBASTIAN, FLORIDA 589.5033 Fax 589.9328
DATE
4111017
RAWN B 'C
KtL.tIVLU MAI ' 0 011
File Copy
170262-n
1. All construction shall conform to the latest edition of the Florida Building Code if not specified below.
2. Install 5/8" J-Bolts with 2" diameter washers to all bearing walls at the maximum spacing as on the schedule
and within 12" from all corners, door openings and end -jointing bottom plates. Minimum bolt embedment is
4".
3. All framed bearing walls shall have 2" x 6" studs (see floor plans) at 16" O.C. with a double top plate and a
single P.T. bottom plate.
4. All bearing walls shall be double top plated with the lap greater than 4'. The SPH6 shall be installed at both
ends of the wall and spaced as per schedule.
5. Attach all individual jacks to the header with openings smaller than 4' with a LSTA18. With all openings 4'
and greater use the LSTA18 on each side of each jack and attach the jacks to the concrete with a PHD2 at
each end of the opening. All openings smaller than 48" use the SPH6 for the bottom on each jack. Attach a
LSTA18 or SPH6 from the header to the top plate as per connector spacing.
6. Additional PHD2s may have been added for shearwall connections (see floor plans for locations). Where
PHD2s are used, the bottom SPH4 fastener and anchor bolt at that location may be omitted.
7. The Simpson'PHD2' may be replaced with the Simpson 'HTT22' or'HDU2'
8. At all elevations attach 5/8" CDX wall sheathing at 6" O.C. on the seams and 6" O.C. in the field w/10d
Common Nails. Provide 2" X 4" blocking at every seam and edge on walls to secure the sheathing. The wall
panels shall be installed with the greater length vertical.
9. On the roof, attach 5/8" CDX sheathing, staggering the joints with 8d Full -Head Ringshank Nails at 6" O.C. on
seams and 6" O.C. at intermediate supports. All nailing within 3' of the ridge shall be at 4" O.C. See detail for
nailing requirements on eaves.
10. The conventional framed area on the roof shall have 2" x 6", #2 Spruce rafters at 2' O.C. and a 3 1/2" x 16", 2
Ply ridge board.
11. Any exterior porch Ceilings shall be ''/2" Exterior Soffit Board. Fasten to trUSSES with #6 - 1 '/4' drywall screws
at 7" O.C. on the seams and 12" O.C. in the field. This application creates a structural diaphragm and will not
require any additional bracing of the bottom cords of the trusses other than the ratruns specified.
12. All roof hand -framing shall be blocked and strapped together to form one urit and connected to the trusses
below using a MTS16. The rafters attached to the ridge board shall be tied together with either a 2" X 4"
collar tie directly below the ridge (w/3 - #12 each end) or a LSTA18 strap or 'A34'.
13. All fasteners, nails, bolts ets. That shall come into contact with exterior grade pressure treated lumber (or any
lumber treated with a copper based solution), where the final component is to be exposed to the weather,
shall be 'Z-MAX, hot -dipped galvanized (HDG) or stainless steel. Use only hot -dipped galvanized fasteners
with 'Z-MAX' or hot -dipped galvanized connectors. Use only stainless steel fasteners with stainless steel
connectors.
14. All studs shall be construction grade spruce. All hand -framing shall be construction grade spruce or Southern
Yellow Pine. The CDX sheathing shall have a span rating of 24/16. All headers on bearing walls shall be (3)
2" X 8" Y.P.
15. All fastening procedures shall be in accordance with the manufacturer's recommendations and all
components attached to the structure (Doors, Windows, Shutters, Screen Porch, Roofing Materials, Etc.),
shall be designed and installed to resist the design wind force.
16. Window sill Framing shall be strapped at each side with Simpson LSTA 18" per F.B.C. R301 and
R802.
17. Ceiling Gypsum Board shall be a minimum of 1/2" thick in compliance with F.B.C. R702.3.5.
18. All Materials used below base flood are to be Flood Resistant per F.B.C. 322.1.8. This applies to
the Balloon Wall framing.
GENERAL NOTES:
1. WEATHERING AREA IS NEGLIGIBLE
2. TERMITE AREA IS VERY HEAVY
3. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES,
4. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCDMBUSTIBLE MATERIAL.
5. HEATING IS REQUIRED FOR THIS STRUCTURE.
6. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH
OR GREATER. MAXIMUM SILL HEIGHT IS 44'" M FINISH FLOOR.
�i 7. ALL EXIST DOORS SHALL HAVE A LIGHT W/�AT 36" X 36" LANDING.
B. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS
SHALL BE INTERCONNECTED. SMOKE DETECTORS SHALL BE HARD WIRED FOR NEW CONSTRUCTION.
9. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND'IAVE A SMOKE -DEVELOPED
INDEX OF NOT GREATER THAN 450.
10. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO
EXCEED 450 WHEN TESTED IN ACCORDANCr 'TH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL
HAVE A CRITICAL RADIANT FLUX (IN ACCOR,_,ACE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER.
Y 11. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE
ATTIC, A VAPOR RETARDER MUST BE USED.
12. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC
COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1.
13. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE.
14. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
15. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING.
16. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE.
17. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER.
18. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECFIED.
19. ALL FRAMED BEARING WALLS SHALL HAVE A MINIMUM OF 2 - 2"X12" #2 SOUTHERN YELLOW PINE HEADERS WI 3tVTO %" PLYWOOD BETWEEN.
20. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA.
21. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA
RESIDENTIAL BUILDING CODE.
22. FRAMED INTERIOR BEARING WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C..
23. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4S @ A MAXIMUM OF 8' O.C.
24. ROOF SHEATHING SHALL BE 5/8"CDX AND HAVE A SPAN RATING OF 16124 AND NAILED WITH 1 OD NAILS RING OR SCREW TYPE NAILS (2'/2" X
.131") AT 4" O.C. ON THE SEAMS AND 6" O.C. IN THE FIELD.
25. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177,
C1178, C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 7013 OF THE CURRENT FLORIDA
RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557.
26. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 AND
A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1288, C135 OR
C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND
SHOWER AREAS AND WALL PANELS IN SHOWER AREAS.
27, ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE.
28. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER.
29. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER.
30. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH.
31. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UWESS SPECIFIED IN THESE PLANS
OR FROM THE MANUFACTURER.
32. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD.
2X) H2.5A CLIPS @ 32" O.C.
(SAME STUDS AS \
BOTTOM PLATE
2" X 6" STUDS @ 16" O.C.
3 JACKS UNDER"
EACH END OF
VERSA -LAM BL'AM
--A ---------- --- \L ------------- I
A
X 6" SIDE WALLS 2" X 6" END WALLS
(BALLOON FRAMED) J ^I I
--- --
I I
JJ
FAST STUDS TO B OM v
PLATES AND TO KNEELIIYALLS
W/ MSJr�30 STRAPS (6 12" O.C.
(2) 1 3/4" X 16"
VERSA -LAM BEAM
FASTEN VERSA -LAM TO
A%
JACKS W/ 2X) HTS20
STRAPS @ EACH END Zz�,J
HEADER CONNECTIONS
AS PER SCHEDULE
SILL CONNECTIONS
AS PER NOTES
-------------------
STRAPS USED WITH
MAXIMUM
TO
TO
TO
TO
HEADER SPAN
6'2'
9'2'
12'2"
I6'2'
# OF JACKS
L3
UNDER HEADER
1
2
3
# OF FULL
LENGTH STUDS
AT EACH ENO
OF HEADER
WALL HEIGHT
-10,
1
2
2
3
WALL' HEIGHT
+10
2
3
3
4
JACKS AND STUDS SHALL BE NAILED
TOGETHER WITH 12d COMMON NAILS AT
6' O.C. STAGGERED
JA CK &° STUD
2X4" CONTINUOUS BLOCKINGREQUIRED
REQUIREMENT
4' UP FROM ROOF EDGE, NAILEDILED W/W/ y
A
@ EACH END. 1ST SHEETS FROM EDGES
EDGES SHALL FULL 8' SHEETS -
ROOF SHEATHING NAILED @ 3"C.C. ON
SUBFASCIA AND AT 4" O.C. ON THE
REMAINING EDGES.(BLOCKING MAY BE
'cDucl oACTenioo
X 12"
5/8" ANCHOR BOLTS
/ \
+
ER ON
SPACED PER NOTES
�LV
/
SLAB
a
AND @ 32" O.C.
SEE CHARTFOR # OF
JACKS / STUDS REQUIRED
"FORR8"
HEADER CONNECTIONS
p,
L °
@ BEARING/EXTERIOR
a°
a
WALLS
IST G S AB
I,
STUDS FASTENED TO BOTTOM PHD2 SHEARWALL 1ZEPDXY
#5 RODS W/ 6"
PLATES W/ SPH6 FASTENERS FASTENERS AS INDICATED
HOOKS @ 32" O.C. IN-)
@ 32" O.C. (SAME -UDS AS TOP ON PLANS.
PLATE FASTENEIa�.
EXISTING SLAB �
DOUBLE TOP PLATE
FRA '4_E WALL FASTENER
DETAIL
wLSTA18
(BALLOON FRAME WALL SHOWN)
EXTERIOR
EXTERIOR WALL
WALL
SPH6 FASTENERS ON TOP AND
BOTTOM PLATES @ 32" O.C.
STUDS
DOUBLE TOP PLATE
'
CEILING BOARD
SINGLE 2X4 TOP
2" X 6" STUDS @ 16" O.C.
PLATE ATTACHED W/1-16d @ EACH
-
TRUSS ABOVE
1/2" DRYWALL ON
EACH SIDE OF
NON BEARING
.1
WALLS
FRAMED WALL
2X4 STUD WALL @
16'�O.C.
INTERIOR NON -BEARING
FRAMED WALLS SHALL
WALL CONNECTION
USE STUD GRADE
LUMBER AT
n �j
CORNERS O1'
METAL
D.C. DR METAL 6TDD5.
S UDS,
BEARING/EXTERIOR
WALLS
ANCHOR SCHEDULE
EUIREMETS, PLEASE CONSULT W/
NOTEKSM ENGINEERING SPECIFIES FASTENERS TH- SUPPLY UPLIFT, LOAD, & SHER KSM ENGINEERING BEFORE SUBSTITUTING ANY SPECIFIED FASTENERS. NOT AL LL FASTENERSLISTED ARE REQUIRED.
SIMPSON
LISP
UPLIFT PROVIDED
FASTENING NOTES 2x) DENOTES NUMBER OF FASTENERS REQUIRED
@ A SPECIFIC BEARING LOCATION,
SPECIFIED
SPRUCE
SY PINE
HUS26
1550
GIRDER (14) 16d NAILS / TRUSS (6) 16d NAILS
EXPANSION
HETA20
1810
(10) 10d X 1 1/2" NAILS / EMBEDDED 4" INTO CONCRETE
ANCHOR
2X HETA20
2035
SINGLE TRUSS (12) 10d X 1 1/2"/ EMBEDDED 4" INTO CONCRETE
BOLT OPTION
2X HETA20
2500
DOUBLE TRUSS (14) 16d NAILS / EMBEDDED 4" INTO CONCRETE
HILTI KWIKBOLTS
USANCHOR
MGT
3965
(22) 10d NAIL W/ 5/8" ALL -THREAD ROD EPDXIED 12" MIN. INTO CONCRETE
SIMPSON
VGT
4940
(16) 1/4" X 3" SIDS SCREWS W/ 5/8" ANCHOR EMBEDDED 12" MIN. INTO CONCRETE
RSTUD
REEDHDH EAD
H5
265
455
(8) 8d NAILS
ANCHOR
DEPTH
Les
MTS16
860
1000
(14) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER)
SIZE
EMBEDDED
UPLIF
HTS20
1245
1450
(24) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER)
1/2"
7"
2080
LSTA18
970
1170
1 (14) 10d NAILS (HALF OF NAILS PER MEMBER)
5/8"
8"
3200
MST27
2740
3140
(30) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER)
3/4"
B"
4000
HOLE
PHD2
3375
3610
(10) 1/4" X 3" SDS SCREWS W/ 5/8" ALL -THREAD ROD EPDXIED 7" MIN. (2 MEMBER ONLY)
DRILL AND
CLEAN our WITH
BLOWOUT BULB.
SPH4 / SPH6
1065
(10) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER)
COMPLETE HOLE
PREPARATION WITH
o
HUC410
1615
(18) 114" X 2 314" TAPCONS W/ (10) 10d NAILS
USE OF A NYLON
BRUSH (DO NOT
MBHA 3.56/11.25
3145
(18) 10d NAILS W/ (2) 3/4" ALLTHREAD RODS EPDXIED 7" MIN. INTO CONCRETE
USE WIRE BRUSH)
V a
EXPANSION
ANCHOR
BOLTS SHALL
NOT REPLACE
EPDXIED
ANCHORS
P.T. BOTTOM PLA
SINGLE 2X4 PT
BOTTOM PLATE
BFLOOR
TYPICAL WOOD
FRAMED NON -BEARING
SHEARWALL FASTENER WALL SECTION
FRAME BEARING WALL DETAIL
DOOR AND WINDOW ATTACHMENT SPECIFICATIONS
WOOD
WINDOWS -THE WINDOWS SHALL BE ATTACHED TO THE FRAMED OPENING W/#8D NAILS OR #10 X 2-1/2" WOOD
SCREWS THRU THE FLANGE SPACED @ 16" O.C.
DOORS -DOOR JAMBS SHALL BE ATTACHED TO THE FRAMED OPENING W16-#10 X 3-112" WOOD SCREWS PER SIDE
AND W/ 4410 X 3-1/2" WOOD SCREWS INTO THE HEADER. ALL SLIDING GLASS DOORS SHALL HAVE ALL
PRE -MANUFACTURED HOLES FILLED WITH #10 SCREWS ATTACHING THE FRAME TO THE ROUGH OPENING.
FLASHING REQUIREMENTS - ALL NEW EXTERIOR OPENINGS SHALL BE IN ACCORDANCE WITH 2O14 FBCR 703.8, # 1.3
DESIGN PARAMETERS (ASCE 7-10)
A) WIND FORCES
1) RISK CATEGORY = CATEGORY II
V ult. = 160 MPH
V asd. = 124 MPH
2) WIND EXPOSURE = D
3) INTERNAL PRESSURE COEFFICIENT =. 18 (ENCLOSED)
4) COMPONENT/CLADDING PRESSURES (PSF)
AS SHOWN ON ELEVATIONS
Silk
'HI
CON
FOU
WALL SUPPORT
SUB -FASCIA BOARD
ROOF SHEATHING TO BE
CARRIED BY 3 MEMBERS
MINIMUM
GABLE BLOCKING
REQUIREMENTS
2" X 6" Y.P. ROOF RAFTERS
SIMPSON LSSU26 HANGERS
3 X 16" VERSA -LAM r`
RIDIDGEBOARD (2 PLY)
2" X 6" Y.P. CEILING RAFTERS \ \\ �
HAND -FRAMED ROOF DETAIL
SIMPSON
'HTT22' -
CONCRETE
FOUNDATION
° J
°
°
°
BOTTOM PLATE
a \
SIMPSON
'PHD2 I _\
FOU
SHEARWALL FASTENERS
BRUSH
EPDXY TUBE
EMBEDDED BOLT
OR REBAR
CONCRETESURFACE
CONCRETE SURFACE
CONCRETE SURFACE
Q
A ZI
6" MIN. �6R REBAR
- - Q A a
,I - -
7'" MIN. FOR ALLTHREAD
4 4, CONCRETE
.,
.EPDXY 4
CONCRETE
4 Q
Q CONCRETE
4
a
41
a
°
a
a
DRILL 1/8" LARGER HOLE THAN BOLT OR ROD. LEAN
1 OUT AS PER MANUFACTURER'S REQUIREMENTS.
O
PRIOR
F EPDXY. EPDXY MUST BE NTIFOM N INJECTION, DISCHARGE APPROXIMATELY ONE
COLN
NINSERT TID OCE OE NOZZLE INTO THE NDOF
O
ROD SLOWLY BY HAND INTO
TWISTING
MOTION. HARDEN
HARDENING WILL BEGITHE HOLE TO THE N NIN MD USING A INUTES 7 NUT S AT
O
HOLE, AND FILL THE HOLE TO 112 THE HOLE DEPTH.
TEMPEATURE.
RDO
IROOM
MPORTANT NOT LOAD FOR 3 DAYS.
EPDXY INSTALLATION- PROCEDURES
B) CONCRETE COMPRESSIVE STRENGTH
C) ROOF LIVELOAD
D) ROOF DEADLOAD
E) FLOOR LIVELOAD
F) MIN. SOIL BEARING CAPACITY (ASSUMED)
=3000 PSI
=20 PSF
=17 PSF
=40 PSF
=2000 PSF
ENGI
0'
PER MY REVIEll T
LOCATED AT $339
ARE IN
BUI NG CO ODD
BY ,�#
ERTIFICATION
1E PROPOSED ADDITION
OCEAN RESORTS, FT. PIERCE
IN 1"609 OF THE FLORIDA
PMALD Q_-KI4.Q=,.r,.7p* "37293 / JULIE E. KELLER P.E. #68366
1NEER'S SEAL SHOULD BE BLUE IN COLOR OR SMUDGE W/ WET FINGER;
IF NOT, CONTACT ENGINEER TO VERIFY PROIJECT AND SEAL ARE AUTHENTIC.
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FAIWArWIFIRM111
SHEET PROJECT#
S1 170262
File Copy
FASTEN RAFTERS TO ENTRY
2" X B" FASTENED TO
POSTS W/ (2) 112" THR'
BOLTS W/ 2" WASHER
ENTRY PORCH FASTENERS
Plannilg & Development Services Department
Bidding & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name: ENGLISH ADDITION
Project Address: 5339 MONTEGO CIRCLE OCEAN RESORTS, FT. PIERCE
Permit #: Ocrupancy Type: Construction Type:
INSTRUCTIONS FOR USE:
• This certification must be completed, signet, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copiesfoi commercial with all permit applications Involving the following:
o New Residences (single or multi-farily)
0 Residential Addition
or Any accessory structure requiring/ building permit
0 Any non-residential structure.
• Note: Form not required for interior renovators provided that no exterior structural elements are affected and
certain minor building permits at the discretioncf the local building official, contact the N above for que.stlons.
DESIGN PARAMETERS AND ASSUMPTIONS USID'. (complete all that apply)
1. DESIGN CODE: Florida BUILDING Code Fifth Edition with 20 14Supplements using ASCE 7-10
2. Structure Designed as (check one): X Inciosed _Partially Enclosed _Open
3. Risk Category: _I X II _III _ IV Exposure Category: _8 _C X D
4. Design Wind Velocity ISO Inph —ASO _LRFD End Zone Width: 3 it
5. Mean Roof Height 12' ft Roof Pitch: 2 112 :12 Parapet: it
8. Components & Cladding Design Pressures L5ed: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1:'I" 281-43 Zone 2: "F 281-73 Zone 9: +281-107 Zone 4: ` 471. 51 Zone 5: ` 471. 52 Garage: N / A
7. Design Loads: Floor: 40 PSF Roof,Dead: 17 PSF Roof/Live: 20 Balcony: NA PSF
Dock: N / A PSF Deck: 60 PSF Stars: 60 PSF Fence: N / A PSF Railings: PSF
8. Were Shear Walls Considered For SVucture' X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yos _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2000 P4F Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
tool
forces sped;, �i•t4KE�CFR '•.• JULIE E. KELLER P.E. FL 68366
-%.,•ti E PrintName Cert D & Co. Cert Auth.
KSIA ENGINEERING & TESTING
Slgna� ', D5tg-' no Seal OF P.G. BOX 78-1137, SEBASTIAN, FL. 32978
a Company Name & Address
•. `O fir+.
Revised Q`2 ,14
10 .•�:��•'••
.....4 ••41
., NP •.
Planning & Development Services Depai-tinent
J,.1
1301ding &. Regulations Division
1'rodtic (Review Affidavit
Building Permit: # ____
Otyne.rslNatne TOM ENGLISH
Applicant:
EASTSIDE BUILDERS
Product
Opening Design
Pressures
Product Rated
DesictNfressure
Manufacturer
—
Model Number
_
Product Approval
_—_ Number_—__
Glass
Tyne
Method of Attachment
Windows
'48(WORST CASE) -53
'1- 65 /- 70
PGT
SH 5500 VINYL
FL# 239A0
IMPACT
rlU 6fAiM'S VNTIIN ITOf fpiNER691q'.fi IIS'.ROMCOR41[,I6®OOTTOM; IMOA.MN:,M4GAMS
Mullions u
1- 45 // 550
_+/_72_7
PGT_
CLIPPED MULLIONS
FL# 261_1
MIN. (2) 114" X 6" TAPCONS TOP & BOTTOM
Fixed Glass
_
Block Glass
Sirylighls
StIling Glass Doors
Suring Type Doors
.F 47 / - 60
* fill. 67
I HRMA-TRU
i IBL-RCLASSiC
FL# 5891.1
IIF'TRCCONSW/11W MIKEMSEOMEWWRHIN1'Or LORNEP5.W018'O.C. MAX. ONJAMBS
French Doors
--_--_----
—_---
Garage Doors
Hurricane Proleclion
-
--
------
—
Roof Ventilation
UNDERLAYMENT
- 95.7 _
POLYGLASS
POLYSTICK TU MAX
FL# 5259.1
SELF ADHERED
ROOFING MATERIAL
N/A
N/A
OWENS CORNING
FIBERGLASS SHINGLES
FL# 10674.1
ZE(6) 1 114' X 11-12 GA. W/ 5/9' HEAD ROOFING NAILS PER SCHEDULE i
Revised 07/22/2014
have revievved the above components or Cladding and I have approved their its
wind loads and forces specified by cuirent code provlsious.
Nan1e: JULIE E. KELLER P.E. s;gllat,lrc:
Design Prof; KSM ENGINEERING & TESTING FL 6836
6 —. -- Cert. No: ----- --
$TAILS. FBCR 3117
1, A NOSING NOT LESS THAN 3/4' BUT NOT MORE THAN 11/4' 111 TREAD DEPTH SHALL BE PROVIDED
ON STAIRWAYS WITH SOLID RISERS.
e. THE GREATEST RISER HEIGHT WITHIN A FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY
MORE THAN 3/8' NFPAI ADJUSTMENT RISERS SHALL NOT DIFFER IN HEIGHT MORE THAN 3/16 OF AN INCH
3. WIDTH OF STAIRS SHALL BE A MINIMUM OF 36') 44' WIDE IF OCCUPANT LOAD IS GREATER THAN 50 PEOPLE,
4. WINDERS SHALL COMPLY WITH FRC R311.7.5.2,1
MAN➢RAILS FHCR 'a1178
1, ALL STAIRWAYS HAVING 4 OR MORE RISERS MUST BE EQUIPPED WITH HANDRAILS, HANDRAIL HEIGIiT IS
MEASURED VERTICALLY FROM THE LEADING EDGE OF THE 'TREAD. FRC R311.7,8.1 REQUIRES 34' MINIMUM
AND 30' MAXIMUM HEIGHT, GUARDRAILS SHALL BE 36' MINIMUM AND 36' MAXIMUM,
8, OPENINGS -IN RAILING SHALL BE DESIGNED THAT A 4' DIAMETER SPHERE CANNOT PASS THROUGH.
LANDINGS FBCR 3117E
1, A MINIMUM 3' X 3' LANDING SHALL BE REQUIRED ON EACH SIDE OF AN EGRESS DOOR.
EXCEPTION AT THE TOP OF A FLIGHT OF STAIRS, PROVIDED THE DOOR DOES NOT SWING OVER THE STAIRS,
2, THE FLOOR AND LANDING SHALL NOT BE MORE THAN 1 1/2' LOWER THAN THE TOP OF THE THRESHOLD,
EXCEPTION THE LANDING AT THE EXTERIOR OF AN EXTERIOR DOOR SHALL NOT BE MORE THAN 8 1/4, BELOW
THE TOP OF THE THRESHOLD.
FBCR 311.7.8.1 GUARDRAIL TO RESIST A CONCENTRATED
34" MIN. 30" MAX, 2001b, HORIZONTAL LOAD,
HAND RAIL TO RESIST A CONCENTRATED
200tb. HORIZONTAL LOAD.
/�-GRIP SIZE TO COMPLY
fl, / W/ FBCR 311.7.9.3
FBCR 311.7,E
MIN. TX T IJINDING"
TREAD FBCR 311.7.5.210" MIN. k-
MEASURED FROM NOSING TO NOSING
NOTE: OPEN RISERS PERMITTED, PROVIDED
THAT THE OPENING BETWEEN TREADS DOES
NOT PERMIT THE PASSAGE OF A 4" DIAMETER
SPHERE.
2X12 STRINGERS -
CODE COMPLIANCE PR
STAIR SECTION
FBCR 2014 3112
311.7.6.3 TREAD NOSING MIN. %" MAX, 1 114"
FBCR 39A.3 4 318" SPHERE MUST
NOT PASS THROUGH
7%" MAX. RISE FBCR311.7.5.1
of
FBC11312.1.3 6" SPHERE MUST
NOT PASS THROUGH
STRINGERS TO'HANG' ON
(2) 2" X 4" I_EOGEll WI EAnI I
MEMBER NAILED W1led NAILS
@ 4" O.C. TO FLOORIDECK FRAMING
(3) 2X12 #2 SYP/ P.T.
STRINGER
FASTEN ST TIMBERS TC
FLOORIDECK FRAMING
WPA34' CLIPS
STAIR FRAMING TO
FLOOR/DECK FRAMING
GUARDRAILS TO RESIST A CONCENTRATED
200Ib. HORIZONTAL LOAD.
NOT PASS THROUGH -
4" SPHERE MUST
NOT PASS TFIROUG11
DECK RAIL-ING DETAILS
En..#
rodn,ct.s provide adequate resistance to the
seal
/ (3) 2XI202
n 1/� SYPIP.I
Ii` I STRINGER THRUST BLOCK
VAPOR
SECURED TO SLAW/1/4"X3112"B
jIIIIt (/
BARRIER (IF' � Ir NOT PT.)TAPCONS@10-D.C.
'
STAIR FRAMING TO SLAB
STANDARD (3) 2XI2
STRINGERS WI
SIMPSON A34 CLIP
TO FLOOR SYSTEM &
LANDING FRAMING
(SEE DETAIL)
(2) 2X12 REO'D @
END OF LANDING
FOR STRINGERS TO
CONNECT TO W/ (2)
SIMPSON A35 EACH
END TO LEDGER
2X OR 514.UE.CKING
SEE DECK DETAIL
BEEPLANFOR
MASONRY WALL OR
WOOD WALL
2XG #2 SYP JOISTS @
LANDING @ IVO.C. WI
2X0 #2 SYP (P.T. IF MASONRY
MIN. (3) 2X STLIDS REO'O
SIMPSON A35 OR,
LUS26 HANGER ON
W1
WALL) CONT. LEDGER i0d
@ END OF LANDING W/
EACH SIDE
NAZIS @ 1G" O.C. MAX. EACH
MIN. (G) 1Gd NAILS FROM
STUD. ((2) 114"X3 UP' IITE14S @ 12"
LEDGER TO STUD PACK
O.C. MAX. FOR MASONRY WALL)
GENERAL_ LANDING FRAMING INFO,
ENGINEERS0, �I-IGN
PER MY REVIEW THESE PLANS FQR Thl R ISQQEB) R&SIDENCE
LOCATED AT 5339 MONTEGO CIR LE= 0 � 'R�5MTE1 FT. PIERCE
ARE IN CONFORMANCE WI _ S N ODF THE FL37RIDA
BUILDING CODE 5 ITION (20V F
BY
RONALD G. E. •a • LER P.E. #68366
OU •
NOTE: ENGINEER'S SEA GUILD BE BLUE IN COLOR OR SMUDGE WI WET FINGER;
IF NOT, CONTACT ENGINEER TO VERIFY PROJECT AND SEAL ARE AUTHENTIC,
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ENGLISH
SHEET
PROJECT#
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1,70262