HomeMy WebLinkAbout2947 Moulden Hollow Dre-7 ,4e�7 0)'C((/eA A11111)d'tW_
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1
FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAILS
4
ELECTRICAL PLAN
5
ROOF PLAN
6
FOUNDATION PLAN
7
ROOF FRAMING PLAN
8
LINTEL DETAILS
SN
STRUCTURAL NOTES
ABBREVIATIONS
SN1
DETAILS
S3S
STEM DETAILS
AB or A.B. Anchor Bolt
FIN FLR or FF or Fin. Fir. Finished Floor
PWDR or Pwd. Powder Room
S4
DETAILS
ABV or Abv. Above
FIX or FXD Fixed
RA or RIA or R.A. Return Air
AC or A/C
Air -Conditioner
FLR or FIr. Floor
RAG or Rag.
Return Air Grill
S5
ADJ or ADJ.
Adjustable
FLR SYS or Flr Sys Floor System
RAD or Rad.
Radius
DETAILS
SS
RETROFIT DETAILS
AFF or A.F.F. Above Finished Floor
FOM or F.O.M. Face Of Masonry
REC or Rec. Recessed
AHU orA.H.U.
Air Handier Unit
FP or F.P. Fireplace
RECEPT
Receptacle
ALT or ALT.
Alternate
FIR DR French Door
REF or Ref.
Refrigerator
D1
SECTIONS & DETAILS
WIP
WATERPROOFING DETAILS
BC Base Cabinet
FRT Front
REINIF Reinforcing
BF
Bifold Door
FT or Ft. Foot) Feet
REQD or Req'd.
Required
�7 f
PA1.0
PRODUCT APPROVAL NUMBERS
BK SH or Bk Sh BookShelf
FTG or Ftg. Footing
RM or Rm. Room
BLK or BILK.
Block
GALV or GaIv. Galvanized
RND or Rnd,
Round
PA1.1
PRODUCT APPROVAL NUMBERS
BLW or BLW.
Below
GC or G. C. General Contractor
RO or R.O.
Rough Opening
PA1.2
PRODUCT APPROVAL NUMBERS
BM or Bm. Beam
GFI or G. F.I. Ground Fault Interrupter
RS or R/S or R&S Rod and Shelf
BOT or Bot
Bottom
GT or G.T. Girder Truss
SD or SD.
Smoke Detector
PA1.3
PRODUCT APPROVAL NUMBERS
BP or B.P.
Bypass (door)
GYP BD or Gyp. Bd. Gypsum Board
SQ FT or SF or S.F.
Square Foot (feet)
BRG or BRG. Bearing
HB Hose Bibb
SGD Sliding Glass Door
C
Carpet
HDR or Hdr. Header
SH or Sh.
Shelves
CAB
Cabinet
HGT or Hgt. Height
SHWR or Shwr.
Shower
CIR or Cir.
Circle
HH or H.H. Hand Held (plumbing faucet)
SHT
Sheet
J or C/J
Control Joint
HORIZ Horizontal
SL or S.L.
Side Lights
CLG; or CIg.
Ceiling
HS Hard Surface (flooring)
SPF or S.P.F.
Spruce Pine Fir
CMU Concrete Masonry Unit
ILO In Lieu Of
SPECS or SPECS. Specifications
COFF or Coff.
Coffered or Tray Ceiling
INSUL or Insul. Insulation
SQ or Sq.,
Square
OEIDEJ DO
COL or Col.
COMM or Comm.
COMP or Comp.
Column
Community
Compressor
INT or Int. Interior
KtWALL or K/Wall Kneewall
KS or K.S. Knee Space
STO
SW or S.W.
SYP or S.Y.P.
Storage
Shear Wall
Southern Yellow Pine
o
D 0 11:71 El
CONN or CONN.
CONT or Cont.
Connection
Continuous
LAU N or Lauri. Laundry
LAV or Lay. Lavatory
TB
TEMP or Temp.
TowelBar
Tempered❑
❑ ❑ ❑ ❑ ❑ ❑ ❑
CT or C.T.
Ceramic Tile
LF or L.F. Linear Ft.
THIKN or Thik'n.
Thicken
D or D.
DB
Dryer
Door Bell
LL Lintel Length
LT Laundry Tub
TOB or T.O.B.
TOM orT.O.M.
Top of Block
Top of Masonry
❑ ❑ ❑ ❑ ❑ ❑
DBL or Doi. Double
MGT Management (room)
TOP or T.O.P. Top of Plate
DCF
Decorative Cementitious Finish
MAS or Mas. Masonry
TP
Toilet Paper Holder
DEC or Dec.
Decorative
MAX or Max Maximum
TR
Towel Ring
DED or Ded. Dedicated (outlet)
Mc Medicine Cabinet
TRANS WOW or Trans. Transom Window
DIA or Dia.
Diameter
MFR or Mfr. Manufacturer
TYP or Typ.
Typical
W
DISP or Disp.
Disposal
MW or MICRO or Micro. Microwave
UC or u.c.
Under Counter
DIST or Dist.
Distance
MIN or Min Minimum
UCL
Under Cabinet Lighting
DMF
Decorative Masonry Finish
MIR or Mir. Mirror
UNO or U.N.O.
Unless Noted Otherwise
DS or D.S.
Drawer Stack
ML or M.L. Microlarn
V or v.
Valve (shower or tub/shower)
DTL
Detail
MONO or Mono Monolithic
VB
Vanity Base
X)
DV or. D.V.
Dryer Vent
NTS or N.T.S. Not to Scale
VERT or Vert.
Vertical
DVP or D.V.P. Diverter Valve (plumbing)
OE or O.E. Owners Entry
VL or V.L. Versalam
E�4
OW or D.W.
Dishwasher
OPNG or Opn'g. Opening
VTR
Vent through Roof
EA or Ea.
Each
OPT or Opt Optional
Worw
Washer
EW or E.W.
Each Way
PC Pull Chain
Worw/
With
o
ELEC or Elec.
Electrical
PED or Ped. Pedestal
WC or W/C or W.C.
Water Closet (toilet)
10
E LEV or Elev.
Elevation
PH Phone
WA or W.A. Wedge
Anchor
°2
EQ
Equal
PKT or Pkt. Pocket (Door)
WO or Wd
Wood
EXT or Ext.
Exterior
PL or P.L. Parallam
VVDW HDR or WDVV. HDR.
Window Header
EXP or Exp.
Expansion
PLF Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLT HT or Pit. Ht. Plate Height
WC or W.I.C.
Walk-in Closet
FDN or Fdn.
Foundation
PLNT SHLF or Pit. Sh. Plant Shelf
WMorW.M.
Wall Mounted (plumbing fixture)
FXD GL Fixed Glass
PSF Pounds per square foot
WP Water Proofing}
FG
Fiberglass (Shower Pan)
PT or P.T. Pressure Treated
WS
Water Softener
dc)
FIN
Finished
PW or P.W. Pre -wire
WW'
Welded Wire Fabric (Mesh)
LO
REVISIONS
08-20-15 1.0 NEW BASE PLAN
12-8-15 2.0 FRAME -WALK REVISIONS
1 -28-17 2 3.0 2017 FBC UPDATES
MEAN ROOF 15 FT. HIGH TYPICAL
o
02-21-18 4.0 ADDED GRADE BLP-:JA%M 150 MPH ENG.
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
o
o
FOR 2 STORY HOMES
E
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
E
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
ALL WORK SHALL COMPLY
OF CODE SECTIONS.
WITH P EVAILING
CODES FL0pft*L,61Wa0, R
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
%Jy'qALt:LEG�"'TMC' C
AND THE CITY6. Ott,-
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ORDINANGF4,
Notice to Builder & All Subcontractors
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It is the intent of Designer/Engineer listed in the titleblock of these
ocuments that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
REVIEW DATE
the commencement of any work. The Designer/Engineer are not
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responsible for any plan errors, omissions,or misinterpretations
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undetected and not reported to the Designer I Engineer prior to
construction. All construction MUST be in accordance to the
GiTle ()F ZEVHYR0#_
PLANO
EXq*"pjp
information found in these documents. Any questions regarding
1791
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement. I
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drawings comply with the 2017 Fiords Building Code -
Residential 6th Edition. Engineer's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE AS NOTED
DATE: 3/16/2018
TECH: MAMES
VERSION NO' 4.0
SHEET NO.
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BEDROOM 4 OX
8'-0" FLAT CLG. , U5 CQ
CARPET UJ M O
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T-0„ L. 9'_84 ,
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SURROOUND �N 8-'J 3-84 0'-4" 4'-1"41 1'-T' 4068 B.F.
60" X 36" ^" HALL 8'-0"
- - - - - - - - - - - -AM
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A SHOWER R&S 9'-4" FLAT CLG. 2668 00 -----------------
T S3 _ CARPET R&S
f TYP @ 1 STORY I 16" DEEP -O -O-
--
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IA 1 ------- --LG. RA DSUIT n 1 S3 I"KI
8'-0" FLAT C G.
CARPET N' 9'- " FLAT 1CL . N 8�0" FLA CL .
9ILE-r23' -�� j s I EI d I
O N I - 2'16" ! I .J _ l
G 00 INK DIS
(4) 2x4 #2 SYP f-'- � � K 2-CAR -GARAGE
STUDS W/ USP 1r i S3 ""
HTT4 BASE S3 I 1 I` I D.W. I o o. I 8 -0 FLAT CLG. I
@ � �� I lao: ___I
(0 111 w L - - - - - - - - : �o FIBERGLASS I EDGE OF SLAB 2" I
CD I N l O I ! I - - - - - - - - - - - N M SURROUND BEYOND WALL
DRYERVENT
5'-0" V-758" I O G HANSC N BOX @ THRU ROOF
S3 36' A.F F. -- - R&S- f 20'-9" i
9'-0" I T-8"' 2'-8" 4'-3" 6'-10" T-7° PT. OPT. D
_ I
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FLAT CL 1 I, 11 1 I
2:12 SLOPE'
CEILING I � AA
IF 6 al' 1 I
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868; 1 I`"i I i
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r 4'-6" VAULT. CLG. CAFE
/ CARPET VAULT. CLG. I-4 -1" I 1 „j 068
30'4' CARPET
Lu bN ui _ I BQ.1
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U Nv , 8'-0" FLAT CLG.
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35-SH
S3q �-•� H.B.
21'-5" 16-3" 5'-0" '_0",
37'-8" 6'-li 15'-0"
41 59'-4"
A
H.B. S3 Q 0
25-SH 25-SH
CPAD _------_- --_ 4-SH EGRESS ; EGRESS l
M BEDROOM 2 BEDROOM
W.I.C.8 0 FLAT CLG. 1 8 0 FLAT CLG.
- I CARPET M� Cal ca i CARPET
8 0' FLAT CLG. T� �i �
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-------R&S ---1 2668 '-0"iFLA� C G. 1
12 - „ 2668 -32 f 11'-4"
O= ' ! I I s _M 4-SH 0
U) W � - -1 N N
N w oo 4068 B.F.
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HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
H1
(2) - 2X6 #2 SYP W/ 112"
FLITCH PLATE
H2
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
H3
(2) - 2X10 #2 SYP W/ 1/2"
FLITCH PLATE
H4
(2) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
H5
(2) - 1 3/4" X 11 1/4 LVL
2.0E Fb=2600 PSI
H6
(2) -1 3/4" X 9 1/4"
LVL 2.0E Fb=2600 PSI
H7
(2) - 1 3/4" X 16"
LVL 2.0E Fb=2600 PSI
H8
(2) -1 3/4" X 7 1/4"
LVL 2.0E Fb=2600 PSI
(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
R.A.G. FLITCH PLATE Bearing Wall Call Out When
Straps are Required
* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20X26
18�X25�
S.H.
13
20X38j
18JX37j
S.H.
14
20X501
184X50
S.H.
15
20 X 63
18 X 62 4
S.H.
16
20X72
18JX714
S.H.
1 H2
271/4 X 26
26 X 25 j
S.H.
111-13
271/4X38
26x371
S.H.
1 H4
27 J X 50
26 x 50
S.H.
11-15
274X63
26X621/2
S.H.
11-16
27JX72
26X711/2
S.H.
22
37JX26
364X251/2
S.H.
23
37 J X 38 i
36 j X 37 3/4
S.H.
24
37 j X 50 j
36 J X 50
S.H,
25
37 J X 63
36 4 X 62 1/2
S.H.
26
37jX72
364X711/2
S.H.
DOUBLE 2
WIDE
75" TALL
73 4 WIDE
S.H.
32
54 X 26
52 4 X 25 i
S.H.
33
54 X 38 �
52 � X 37 �
S.H.
34
54 X 50 j
52 4 X 50
S.H.
35
54 X 63
52 J X 62 4
S.H.
36
54 X 72
52 4 X 714
S.H.
39X59
40 X 59
N/A
S.N.
DOUBLE 39X59
79 X 59
N/A
S.H.
General Notes
R302.5 Dwelling/Garage Opening/Penetration Protection.
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection. Openings from a private garage
directly into a room used for sleeping purposes shall not be
permitted. Door between garage and residence shall be equipped
with solid doors not less than 1 3/8" in thickness, solid or
honeycomb -core steel doors not less than 1 3/8" thick, or
20-minute fire -rated doors.
R302.5.2 Duct Penetration. Ducts in the garage and ducts
penetrating the walls or ceilings separating the dwelling from the
garage shall be constructed of a minimum No. 26 gage (0.48 mm)
sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
duct board, or other approved material and shall have no openings
into the garage.
R302.5.3 Other Penetrations. Penetrations through the separation
required in Section R302.6 shall be protected as required by
section R302.11, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated from the dwelling as per the
following:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage- Not Less than 5/8"
Type-XGyp. Bd. or equivalent.'
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills.
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools, Section R4501.17.1.9
All doors and windows providing direct access from the home to
the pool shall be equipped with an exit alarm complying with UL
2017 that has a minimum sound pressure rating of 85 db at 10
feet. Any deactivation switch shall be located at least 54 inches
above the threshold of the access. Separate alarms are not
required for each door or window if sensors wired to a central
alarm sound when contact is broken at any opening.
M 1507.2 Recirculation of Air.
Exhaust air form Bathrooms and toilet rooms shall not be
recirculated within a residence or to another dwelling unit and shall
be exhausted directly to the outdoors. Exhaust air from bathrooms
and toilet rooms shall not discharge into an attic, crawl space or
other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE"C"
OA
+29.7 / -30.8
0
+29.7 / -39.2
+28.3 / -30.8
0
+28.3 / -36.4
�E
+26.6 / -28.0
F
+26.6 / -32.2
�G
SEE SN SHEET �H SEE SN SHEET
NOW
140 MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +34.0 / -44.8
WALL LEGEND
MASONRY HGT. @ 9'-4"A.F.F.
TYP. 2x FRAME WALL
INTERIOR BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION
1ST FLOOR LIVING AREA 1817
LIVING TOTAL 1817
GARAGE 427
FRONT ENTRY 32
TOTAL AREA 2276
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONIC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-11/R-13 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
(GARAGE / LIVING)
R-11/R-13 KRAFT FACED
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To the best of the Engineers knowledge, information and belief,
the structural plans and spedfications contained w�thm these
drawings comply with the 2017 Florida Building Code
Residential6th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages. bearing
Engineer's signature and seal,
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DATE : 3/16/2018
TECH: MJAMES
VERSION NO- 411
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To the best of the Engineer's knowledge, information and belief,
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drawings comply with the 2017 Florida Building Code -
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the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
N NAR
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CEMENTICIOUS
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FRONT ELEVATION - B1
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General Notes
ROOF CRITERIA:
• 12" OVERHANG U.N.O.
• PLUMB CUT FASCIA ROOF
• PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
**ELECTRICAL SPECIFICATION NOTES**
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.7.2 Plaster.
Plastering w/ portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paper
backed stucco lath) over an approved synthetic house wrap.
R703.4 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry constructions with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
• At wall and roof intersections
• At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 6th Edition
(2017) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated.Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAII
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
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Residential 6th Edition. Engineers signature and seal is only for
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Engineers signature and seal.
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"CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN"
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT.
To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennaElIMpa.com
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
200A INDOOR PANEL
CENTER
10 At 14 copper to lights & outlets
NEMA 1
20DAMP
b #12 copper to 20 amp ckts
01 #10-2 copper to WH
#10-3 copper to Dryer
METER
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2/0 or
4I0 SER Alu
200 amp
150 amp
POWER CO. FEEDS j
INTERSYSTEM
4 Bare Cu Ground
UII
BONDING
k4 GROUNDING WIRE
TERMINATION PER
WITH CODE APPROVED
NEC 14, 250.94
CLAMP PER 250.50 AND
250.52 OF THE 2014 NEC.
GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO.
1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44" AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the
branch circuits in all dwelling units per NFPA 70 and the 2014 NEC.
7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling
units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate
standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and
vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and
labeled by a Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and
shall be equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits
is not acceptable.
13. All doors and windows providing direct access from the home to the pool shall be equipped with an
exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and
either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning
when the door or window are opened..
14, Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed
within 6' of the outside edge of a sink. This would include the receptacle installed for a washing
machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the
requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing
of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and
18" for sinks and ranges installed in corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
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WALL MOUNTED LIGHT FIXTURE
ORECESSED
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TRACK LIGHT
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TELEPHONE (OPTIONAL)
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Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
UENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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ATTIC VENTILATION CALCULATIONS
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
11300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
Must Provide U
( Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft)
Total
Ventilation
ATTIC
Provided
SPACE
SQ. FT.
Total SQ.
SQ. FT.
SQ. IN. of
by Upper
IN. of
of vented
IN. of
of
ventilation to
SQINof
SQ. IN. of
Ventilators
ventilation
ventilation
soffit
ventilation
vented
be provided
. .
Ventilation
Ventilation
(See Elev )
required
needed
required
soffit
by upper
needed
ventilators
Main
19.000000
2.000000
Floor
2276
2185
312
1092
78
546
561.0
285.0
276.0
(Zone 1)
**NOTE**
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FBC 6th ED. RESIDENTIAL.
ROOF PLAN
SCALE: %4'=1'-0"
General Notes
ROOF CRITERIA:
• 12" OVERHANG U.N.O.
• PLUMB CUT FASCIA ROOF
• PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
**ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.7.2 Plaster.
Plastering w/ portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paper
backed stucco lath) over an approved synthetic house wrap.
R703.4 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry constructions with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
• At wall and roof intersections
• At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 6th Edition
(2017) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
**CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PI AN**
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/
• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017)
BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE
AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL
NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE
REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB
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Residential 6th Edition. Engineers signature and seal is only for
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Engineer's signature and seal.
LEmNNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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GENERAL INSTALLATION NOTES
1. Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed U180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load <1 .0
Safe vertical load Safe horizontal load .—
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS
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cT-f precast Ii-ntels = 3500 psi.
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 318" aggregate and 8" to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
1. Refer to manufacturers specifications for installation.
Prestressing strand per ASTM A416 grade
2. Contractor to provide proper protection of lintel to prevent rusting.
7. 270 low relaxation.
Refer to manufacturers specifications.
7/32 wire per ASTM A510.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
8. Mortar per ASTM C270 type M or S.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
applying the cemenfitiuos coating. See contractor specifications
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
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Residential 6th Edition. Engineer's signature and seal is only for
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Engineers signature and seal.
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
S LNEW
PRESSURE TREAT W CHEMICALS THAT ARE CORROSIVE STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
SS TREATED WOODS USE CHE IC S CO OS TO S
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
GLAZED A MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL G ED AREAS INCLUDING GLASS
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR
CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524
MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE
TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE
DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR
WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN
THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2.
5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36
INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD
OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN
HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER
HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR.
7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2.
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR
IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND
9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1.1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1. 1. 5.
FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION.
1. 1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-14.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1. 2. 6.
FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG . PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2. 1. 1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
1.3. 2
UNIT WEIGHT T OF 8" C.M.U. BLOCK: 55 PSF
E
2.1.4.
1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2. 1.8.
TILE ROOF
TOP CHORD : 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOP CHORD : 7 PSF
BOTTOM CHORD: 10 PSF
2. 1. 10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGE LOADS : 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED.TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2,3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017),
AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR
"I" =1.0, ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10
2.5. DEFLECTIONS
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4. 1. 1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
3"
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2„
C-I-P CONCRETE NOT EXPOSED:
1 I Yz'
GROUT FILLED MASONRY:
4. 1. 7.
WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE)
ACI 530-13 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
WORST CASE DESIGN PRESSURE TABLE
4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
BUILDING DATA
CRITERIA.
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WIND SPEED (ULTIMATE) 140 MPH
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
WIND SPEED (ALLOWABLE) 108 MPH
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
FBC-R R301C "'
WIND EXPOSURE -- ( )
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) :
BUILDING CATEGORY = II
31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
DESIGN WIND PRESSURE:
CONTRACTORS DISCRETION.
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
4.3. CONCRETE MASONRY
# END ZONE IS ONLY WITHIN 6-0"
OF ALL EXTERIOR BUILDING CORNERS
4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11
WINDOWS AND DOORS
NON -MOISTURE CONTROLLED.
4.3.3. ALL CELLS &CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
140 MPH + 29 .7 PSF / -39.6 PSF (END) U.N.O.
STEM WALLS.
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
CONSTRUCTION
MINIMUM.
GARAGE DOORS (V = 140 MPH)
4.3.5. METHOD F CONCRETE
0 0 CO C MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
TYPE: 5B
SINGLE 90 +26.3 PSF / -29.8 PSF
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
DOUBLE 16X7 +25.2 PSF / -28.1 PSF
4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:_
4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4. 1,2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
NOTE:
4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWING BEFORE
S
4.4. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 3 S G
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
4.4.4. IF EATER SECTION PROPERTIES. BOARD IS TO BE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR
G
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD.
"DESIGN
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
T A
DESIGN FABRICATOA D ERECT W TRUSSES I
IN
4.4. 7. N C WOOD T USS S N ACCORDANCE WITH THE
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
CONSTRUCTION.
ANSI/TPI 1-2007, BCSI
4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
NOTE:
4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
1 1
FASTENING SHOULD BE TYPE „ W„ 1Y4„ DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/11
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
MACHIINEBOLTS GALVANIZED ASTMA307
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW /
4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy 25-87-87. ITH G90
NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL
GALVANIZED COATING IN ACCORDANCE WITH ASTM A52
4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
PRIOR TO INSTALLATION.
4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
FOR IN THE PLANS ARE A MINIMUM.
4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
NOTE:
4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO'J" BOLTS ARE NOTED ON PLANS.
4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb = 2,950 PSI
Ft = 1,850 PSI
Fc = 500 PSI (PERPENDICULAR)
Fc = 2,700 (PARALLEL)
4.7. STEEL: Fv = 285 PSI
4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4. STEEL TUBING: ASTM A500, GRADE B.
4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8• SOIL: ELEMENTS ARE IN PLACE.
4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF
4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION
R318.
4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
T-0" away from the building side walls.
3. Irrigation/sprinkler systems including all risers and
spray heads shall not be installed within V-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 Boxed areas in concrete floors for subsequent installation of tra $,
etc., shall be made with permanent metal or plastic forms. Permanent forms must Ee
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment Is required.
9. FBC-R R318.1.5 C ncrete overpour and mortar along the foundation perimeter
must be removed beore exterlor soil treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318,1.6 - An exterior vertical chemical bamer,must be installed after
construction Is complete, including landscaping and Irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineer's signature and seal is only for
the structural engineering potions of the drawing pages bearing
Engineer's signature and seal.
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4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
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SCALE : AS NOTED
DATE : 3/16/2018
TECH: MJAMES
VERSION NO.
4nO
SHEET NO.
S N
it
LO
0
LO
co
co
02
i
m
CORNER OF
HOME
.91 GARAGE SIDE
LO
0
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0
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10'-0"
TANK -LESS W/H
H C G
O O O
5'-0" a
STUB -OUT FOR o o to
GAS METER O o
— U
O ~O
• MEASUREMENTS ARE FROM FINISHED FLOOR
• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
7'-5"
(2)16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2)16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16'-5"
(1) SIMPSON HTS20 OR (3)16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4)16d TOENAILS
2" X 4" @ 24" O.C.
6A
(2)16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
11'-0"
(2)16d TOENAILS
2" X 10" @ 24" O.C.
13'4'
(3)16d TOENAILS
2" X 12" @ 24" O.C.
15'-4"
(1) SIMPSON HTS20 OR (3)16d TOENAILS
* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
** SOUTHERN YELLOW PINE, 55 PSF LOADING
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
+ +
+
+
15/32" CDX
Co
PLYWOOD OR
7/16" OSB
RIDGE LINE
140 MPH
0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"
WIND ZONE
8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES &
+ + + 4" Q.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
+ + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
NOTE: ' FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
+
+
+
+
+
+ +
+ +
+
+ +
+ + + + + + +
+
+
+
+
+
+ +
6'-0"
+
6'-0"
++
+++
++++++++
+
Backer and Filler Block Dimensions
BCI®Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4"
5000s 1.8/1.7
p nel
wood panels
Two 3/4" wood panels or 2 x _
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x _ + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2 x _ + 5/8" or 3/4" wood panel
902.0
2 x ^ lumber
Double 2 x _ lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking °
X
1/8" gap
i
FILL CELL STD. 90' HOOK BOND BEAM
v7
w
a
STD.90° CONT. #5
CONT. #5
HOOK BAR
BAR
��
#5 CONT.
i
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKING/fJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
Solid block all posts from
# OF 2nd FLOOR
above to bearing below.
STUDS
SECTION @ INT. BRG. WALL
N.T.S.
/8 ' mi • } Small gap 2" min.
ma . 4 max.
4
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection,
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min.
2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., cliched when possible. Stagger rows from opposite required when indicated or 4" max.
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER
top flange of joist.
DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S.
Under 2nd floor column w/ loads
N.T.S. higher than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 pif max along load bearing wall.
Load bearing wall must stack
Non stacking walls
over squash=20 blocks and
require additional
consideration. Check
wall or beam below.*
local building
code for appropriate1/16
details in
One 10d box
areas=20 of high
or-20 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum) —J
Bearing wall, Versa -Lam LVL or
Glulam Beam
Boise Joist Blocking
Use 3" (10d) nails at 6" o.c.
�/ Provide adequate bearing
for each lapped joist.
nails SECTION @ INT. BRG. WALL
MINIMUM SPACING = 2x GREATEST
KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
IN BEARING ZONES D (KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch
or drill flanges
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max. along bearing wall
Required on interior walls : for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.
Use 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.-
6. A 1 2' ROUND HOLE MAY 6., 6r� DO NOT CUT HOLES
BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2"
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2"
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5, THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7, %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
Web Stiffener Fastener Schedule
Joist BearingLocation
Series De th End Intermediate
BCI5000s®
9-1/2"
2-8d
2-8d
11-718"
2-8d
3-8d
14"
2-8d
-
BCI6000se
BCI6500s®
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI60sP
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI90s®
11-7/8"
3-16d
3-16d
14"
5-16d
5-16d
16"
6-16d
6-16d
SIMPSON MGT
w/ (22)10d —
NAILS TYP.
5/81
THRU
BOLT
SIMPSON MGT
w/(22)10d
NAILS TYP.
GIRDER TRUSS
r- 2X TOP PLATE
2 X B.U.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
AIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20 /
Plumbing HETAL20 INSTALLATION
Joist
When joists meet over wall, provide
13/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
Joist hanger
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.) �I ICI I ICI I Ili -DTI —
Nail with 10-10d nails. —
Install tight to top flange. SLEEVE THRU STEM . °
. �.
SEE PLAN FOR--'°• • •
FOUNDATION INFO q ° A'
STEM FOUNDATION
GRADE
Filler block. r r \ REINF. SEE PLAN Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4%2" gap —
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0.6 X Joist
o depth
I -JOISTS BUCKETS
N.T.S.
• 4 d.
r (2) #5 REBAR
AIC CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON HETA20 i HETAL20
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
�® LOCATION OF
SECOND H10A
SIMPSON H10A ° ° (WHEN
w/ (18)10d x 1 1/2" ° REQUIRED)
NAILS
UPLIFT =1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
4- o '
G
—i a
1I _
12" BELOW
GRADE
PLUMBING LINE
PVC OR SCH40 SLEEVE
a
SEE FND, PLN.
SIZE & REINF.
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
-\
q A
V
1
PVC OR SCH40 SLEEVE
Ir-
PLUMBING LINE
4
A
i O'A d
A A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PENETRATION PLUMBING LINE
7 d _ ;4 .A A
a _
a
a
SEE FND. PLN.
SIZE & REINF.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specificat ons contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
111 Nowak
4600 W. Cypress St, Suite 2001 Tampa, FL 33607
www.LennarTampa.com
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SCALE: AS NOTED
DATE: 3/16/2018
TECH: MJAM ES
VERSION N0.
4nO
SHEET NO.
SN 1
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.
12
�\ P') VARIES /
UK,
5/8" OR 1/2" HIGH-�
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER -J
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL
NAILER
STD. 90-HOOK (SEE DETAIL
v (1) ROW 2x BLOCKING @ MID
2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2)
@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
16d TOENAILS T & B FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
APPLICABLE.
2x P.T. PLATE 114" DIA. X 31/4" TAPCONS @ 24" 0/C & jzi
@ 6" MAX FROM END OF 2 x PLATE
(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x6 W1.4 x W1.4 r
UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
PITCH > 4:12
(2) LAYERS TYPE I OR TYPE II _
(#15 OR #30) UNDERLAYMENT I II I I �' ° ' ' I I -II L-
2 I -I I I I I p I III -I 11=
FOR ROOF PITCH 4.1 OR LESS, I I "I1 .6 -
PRE ENGINEERED WOOD �I I-, I I I I I -I ° -
TRUSS @24"O.C.U.N.O.-I-II�I�I(-)III�II�
HURRICANE ANCHOR @ EACH
I I I=1I
TRUSS (SEE UPLIFT SCHED.) W!
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER TYPICAL INTERIOR BEARING
SHINGLE ROOF
7116" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG
NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
SCALE: 3/4"=1'-0"
S N 1 FOR ADDITIONAL SLAB S3
ELEV. VARIES INFORMATION.
ALUMINUM DRIP
EDGE
ALUMINUM FASCIA
N.O. 2x SUB FASCIA
EE SOFFIT
8"x8"x16" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 3/4"=V-0"
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
�r
[nm
5/8"ORj (2" HIGH STRENGTH @ TRUSS BOTTOM CHORD 0) 2x4 #2 SPF s TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O. OR %" GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL)
ABOVE GARAGE W/A HABITABLE ROOM
SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW
(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
1/2" CDX PLYWOOD OR 7/16" O,S.B. (12)10d NAILS U.N.O.
SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND
WALL HGT. < V-6". (2) ROWS 2x BLOCKING
INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'4%
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANINSULATION PER CHART ON FLOOR PLAN
4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION
SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS
5/8"° x 10" "J" BOLT @ 24" O.C. W/
2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO
(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE
ELEV. 0'-0 OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
A.F.F. O.C.) 2" x 6 W1,4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4
0 31/2" MIN. F OR FIBERMESH 31/2"MIN.WWF OR FIBERMESH
ELEV. -0'-31/2" z
A.F.F. p
,l b' ° I =LHI I I �31/2"(min.)- 4" _ ° I I��=1 I I_ '31/2"(min.)- 4"
00 T ° ° I -I I -III. ' N 31/2"(min. 4" II1T ( ° �' =T III(_
fit
I- I -I I
-III i7_TI I I H-T=1 L I 1 I I P ,-
(2) #5 CONT..l , -1 I ; I � r I -I 1i-1 I=1
4„ 1-4" I
8„
U.N.O. MIN,
TYPICAL BEARING WALL @ STEP @ SHEARWALL rc
"SHEAR WALL" SCALE:3/4"=V-0"
S3
2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C o M�N��o s
�\�05�GVA
eGs-
«�
31/2"(min.) - 4"
(2) #5 CONT. 4„I�I,' 'II8
U.N.O. MIN.
TYPICAL BEARING WALL. @ STEP rCC
\\
SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \„�' coN
8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ NOTE:
BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL
SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/
G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3l16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
�8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT �° 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS
24" O.C. VERT. OR PLATE WASHER TYPICAL
(IF NO UP LIFT ON �° 2x P.T. PLATE
5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
-TYPE "S" MORTAR WALL SEE GG/S3) „ „ MIN. 2500 PSI CONCRETE SLAB W/
FINISH
1x2 PT WD FURRING @ 24" O.C.
1/2" GYPSUM WALLBOARD
(1) #5 VERT. IN FILL
U.N.O.
CELLS (SEE
FOUNDATION PLAN
FOR LOCATIONS)
CD
1x4 P.T. BASE NAILER
4"x4" INSPECTION
�
31/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
.,
MIN. 2500 PSI CONC. SLAB
c�
AT GARAGE CONTRACTOR
,n
MIN PSI MAY VARY PER
TO CUT BLOCK OR POUR
0o
MUNICIPALITY.
CURB DUE TO SLOPE
T3
CONCRETE SLAB W/ 6X6 a
NOTE:EXTEND
m
W1.4XW1.4 WWF OR
DECO FINISH 4" to 6"
"FIBERMESH"
BELOW GRADE
d.
00
Cl) - ,
00
6 MIL VAPOR
o
BARRIER ,f p 1
C)
' • tN I I-
r
J
COMP. SOIL.
o
(COMPACTED TO 95% - 1 - -
III Til
00
MODIFIED PROCTORLO
0o
ASTM D1557)
3" MIN. CLR.
(2) #5 REBAR CONT.
ON 3" CHAIRS TYP. 4" V41
STD. 90 HOOK (SEE
U.N.O.
DETAIL)
i
TYPICAL WALL SECTION
rA
RIM
SCALE: 3/4" = V-0"
S3
1
00
N
v
OPT: DEPRESS SLAB 5Y2"
`-
DEEP AND 6" BEYOND
E
DOOR TO RECEIVE BLOCK WALL BEYOND
s
PAVERS / DRIVEWAY
g CONCRETE SLAB 14"
PAVERS O.H.D. RECESS z
4M 2
o
• • T
IIIITIIII�•' TI
2
I SEE A/S3 OR J/S6-'�l l l I I II � rII , I ifLL
FOR REINF. INFO. 3" MIN. CLEARANCE
1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1' 8" (2 STOR )
GARAGE DOOR SLAB RECESS J.1
W SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
ADDITIONAL INFORMATION.
SCALE:3/4"=1'-0" \ S3
"SIMPSON SP1 (6)1/4 x3114 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR
W/ 10 10d NAILS _ SPACED EVENLY BAR BOLTS 6 MAX FROM
( ) N FIBERMESH WEEP SCREED INSTALLED END OF 2" x PLATE
Uj
r 2x P.T. PLATE w
TYP. PER MFR INSTRUCTIONS ,
ASSUMED FINISHED E #3 OR #4 REINFORCING BAR U .
=� � o . . � GRADE 40 MIN. F - 40ksi =� . . ° .
GRADE N z_ #3 & #4 LAP SPLICE y- -III I I
T z M _ MI
° p FINISH GRADE °D 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN, Fy= 60k5iJ o- p .
MONO OR S EMWALL ° I i 1=I I i __ g I I -I I I=1 I jI I= D•
FOOTING MONO SHOWN o - - Lu r _°
FOR CLARITY o D °D O° 6 MIL VAPOR BARRIER °°. ° H I -� R 1 7/8" �
I I L=�j� . #5 REINFORCING BAR -III T=1
I I I- I I- ME, MIN, I 11" N z
(1) ROW 2x BLOCKING @ MID HGT.
FOR WALL HGT. s 8'-6". (2)
ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24 " O.C.
W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#) E
6x6W1.4xW1.4 It
WWF OR FIBERMESH r
P
° III-III-III=1 I-III=1 1= ? I l--i-r_I i I�i #5 LAP SPLICE (2) #5 CONT. ' =TI=1 II I I I I I I 11-
NOTE: -�
Ili -ICI -III -ICI ICI ICI N IIIII=ICI-I�1-
"FOR BEARING WALL 1=III=III=III-III=III= I T COMP. SOIL. (COMPACTED TO _ _
W/ UPLIFT ONLY _ _ _ _ _ _ _ _ - __ - -F 95% MODIFIED PROCTOR ASTM I= I I=I I I� I H I I= I I=T.-
111=1 I I III-1 I I -III -I 1=1 1=1 -1 11=1 1=1 I I 1-I =1 I I=1 I I �- D1557) �) I I r �I ;I II I Ir rI r,wTp I r
=1 I-1=1 III=III-III-III =III-III=1 I 11I-III-I I I -I I F, 4 1-4
FRAME WALL TO C.M.U, WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION. SLAB INFORMATION.
6x6W1.4xW1.4
31/2" WWF OR FIBERMESH
min.) 4"
°` A. GRADE
00
#5 REBAR w/ OPT.
-ill= I= I -I I f= I I=SOEErIV ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE:3/4"=V-0" S3
BLOCK WALL BEYOND
EXPANSION JOINT
13"
O.H.D. RECESS E
M
M4.
III =L� I=-� ( a. • -�_� 1 �r
-
-III-III -rr °°
IT�I
SEE A/S3 OR J/S6 I II I II � TI-
FOR REINF. INFO. 3" MIN. CLEARANCE
1'4" (1 STORY)
V-8" (2 ST RY)
GARAGE DOOR SLAB RECESS J
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
ADDITIONAL INFORMATION.
P.T. 2x 1/2" GYP. BD.
2" HOLD GYP. BD.
1/2" FROM SLAB
00 J CONT. BEAD SEALANT
a
INTERIOR
°o a a -3 1/2"
CONCRETE NAILS W 1 1/2'
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB
C Q T
c _E
M 6 MIL VAPOR - -I I'
BARRIER
11 1=1 I -I I-III=I 1=1 I_ 4-1 4"
INTERIOR WALL SLAB STEP NON-BRG. K
SCALE:3/4"=V-0"QS3
36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS8" 1'-4" 8"
(TYP.)
101,
#6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE TYPICAL INTERIOR BEARING
E REBAR DETAILS F WALL W/ UPLIFT rG
S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 53
VARIES -
SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N
10d NAILS TO TRUSS TOP CHORD FOR TRUSS r-
AT 24" O.C. MAX. CONNECTION INFO
SEE PLAN FOR & LAYOUT DESIGN M °
TOP OF BEAM IV -
II
SEE ROOF PLAN - -' _ -° a a
(2) HTS20 FOR STRUCTURAL °.
BEAM SIZE &
CONNECTION INFO r> r l ° -4 T
2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ _
PLATE I SEE A/S3/J/S6`-
7n6' MIN 7/16 O.S.B. SHEATHING
O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO.
W ° SCHEDULE OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
COLUMN LOCATION Q
� J 6x6 P.T. #2 SYP SLAB INFORMATION.
o w ABU66 SLAB STEP & RECESS S.G.D. K`illlii
SCALE:3/4"=V-0" S3
2X STUDS @ 24" O.C. U.N.O.
GARAGE
SEE DETAIL 16/D1 FOR
COLUMN TO PORCH SILL
ATTACHMENTS & 18/D1
SECURE 2x4 P.T. BTM. PLATE
w/ 1/4"x3" TAPCONS AT 8"
O.C.
MASONRY WALL AND
PAD FOOTING
1/2" GYPSUM WALLBOARD U.N.O.
W/ DR SCREWS 8"O.C.
INSULATION PER CHART @
ON FLOOR PLAN
CONT. BEAD SEALANT
6 x 6 W1.4 x W1.4 N
WWF OR FIBERMESH M
a
a
°-
FOR COLUMN TO BEAM
ATTACHMENTS
q
TRIM PER PLAN
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
w/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
SIZE AND REINFORCEMENT)
BRICK PAVERS or SLAB PER
COMMUNITY SPECS
8" MASONRY WALL
CONT. FOOTING STEEL
-�
EXTEND FILL CELLS c
TO FOUNDATION PAD � tf.
MAT REINFORCING. N '
r>
00 �
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
L A
4600 W. Cypress St, Suite 2001 Tampa, FL 33607
www.LennarTampa.com
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DATE : 3/16/2018
TECH: MJAM ES
VERSION NO.
4n0
SHEET NO.
S3
(MONO)
(2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION
ITOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD
PLAN 12 TRUSSES
1/2" MINIMUM CEMENT FINISH
TYPICAL C.M.U. WALL (TYP) SEE ELEV. UPLIFTCHEDCONNECTOR (SEE
(2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE
2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/Z" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C.
926 APPLY 3 LAYERS W/ TOTAL
CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS
2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O,C. OR 4d THICKNESS 7 L OVER METAL
POINT w/ O 3 12d DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE LATH. FIRST 2 LAYERS 3THICK
MIN. EXTENSION FROM �,� EACH. 3RD LAYER 1/8"THICK.
TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT
DOUBLE 2x TOP EVENLY ❑ EXTERIOR FACE OF BLOCK ❑ CRICKET AS REQUIRED
PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ FULL 8x8xl6 BLOCK
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ SIMPSON SP2 w/ (12)10d
FACE OF BLOCK WALL IS 21/4" NAIL AT EACH STUD LBLOCKING
USS BOTTOM CHORD OR 2x4
W/ 2-16d TOE NAILS
TO DRAIN DOOR OPENING DOOR OPENING2"-1 DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING EACH END
FASTENED TO TRUSSES WITH 8d
2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C LU
4" O.C. FROM EACH HEADER FACE EXTERIOR ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v
TO BLOCKING A WALL ❑ ❑ ❑ O/C FIELD C'^
WALL CLEAN -OUT
G vJ
(2) 2x HEADER
2x TOP PLATE T
PER PLAN SCALE: N.T.S. tJ`4, ❑ ❑ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR
Fol(2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM
2x BOTTOM PLATE W/ (1)10d @ 8 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS = _ _ CHORD OR BLOCKING
VARIES
O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2"
REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24"
COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOORJAMB WALLIS TO BE O.C, MAX.
SHEETS FOR INSTALLATION INFORMATION BY . (24" O.C. MAX) w/ MIN, 4" EMBEDMENT PROVIDE P.A,F. NAILS OR
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN
2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD
MAIN SPAN 2x P,T. PLATE EQUAL @ 12" O.C.
WALL HEADER DETAIL MOISTURE BARRIER ROOF TRUSS STAGGERED FROM BOT.
1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D SEE ws3 FOR
UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE
SCALE: N.T.S.
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE)
S4 S4 SCALE: N.T.S. S4 0
AND FILLED W/ GROUT a
a
SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 900 HOOK IN K.O. BLOCK
(TYp) SEE ELEV, PRE-ENGINEERED WOOD TYPICAL INTERIOR NON-
UPLIF7 CONNECTOR
VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j
UPLIFT CONNECTOR " " "
KNOCK -OUT 5/8 DIA. x 8 J-BOLTS AT 6-3/4 , 41-3/4 , 71 ,AND 96-3/8 ABOVE GARAGE
(SEE SCHEDULE) BLOCK wl (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
DOUBLE 2x4 SPF. Al FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK {BUT NOT REQUIRED) SCALE: N.T.S. S4 SCALE: N.T.S. S4
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT, TOP
PLATE W/ (2)12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
+++ + STUD W/ (3)10d NAILS
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2)16d TO
TRUSS BELOW r
1/2" EXTERIOR GRADE SHEATHING —�
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 w/ (10)10d —�
x
NAILS AT EACH STUD
g 2x P.T. PLATE
it I 5/8" x 10" "J" BOLT @ 24" O/C MAX
z W/ 8" EMBEDMENT
I8"X8"X16" K.O. BLOCK W/ 1 #5 CONT,
AND FILLED SOLID W/GROUT
J 1 #5 VERT. IN CONC. FILLED CELL W/,
m STD. 90' HOOK IN K.O. BLOCK _LLq_B_
KNEE WALL ABOVE MASONRY WALL DETAIL
d
- a
°.
°
d
-
° a
a °
8" STD. 90°HOOK 8"
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O.ON
PLAN)
OPENING
FILLED CELL W1(1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
88°
NOT TRANSFER LOAD.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z wl (12) 16d NAILS
TOP 2 ROWS 10d @ 3" O.C. (14
..
SPLICE NAILS TOTAL) EA. SIDE OF
A8° SPLICE STAGGERED
�j/
• 4!
i (iLj�
2"x BUILT-UP COLUMN, SOLID MEMBER OR
P.L. 1.8E Fb=2400 PSI (AS PER PLANS)
° o ° • HTT4 w/ (18)10d NAILS (3610# SPF)
• HTT5 w/ (26)10d NAILS (4670# SPF)
° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF)
° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF)
° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF)
• HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF)
71"
a WALL
a a a
a DOOR STOP
d o MOLDING
2 x 6 P.T. GARAGE
DOOR
J-BOLT
Eo
58"
1
-0
-
41
TRACK
BRACKET
NJ
10d @ 8" 0/C
T
�NC�c
___--
_._- • HDU8-SDS2,5 w/ (20)1/4" x 21/2" SDS (5665# SPF)
. HDU11 SDS2.5 w/ (30)1!4" x 21/2"SDS (6865# SPF)
• 5/8" DIA. x 12" EPDXIED A,T.R. MIN. 8"
34"
_
A
EMBEDMENT w/ WASHER & NUT
10"
6 314"
°
DOOR TRACK
W/MOUNTING ANGLE
ATTACH ALL
EXTERIOR STUDS
W/ (4)16d TOENAILS
TO TOP PLATE
0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED
A.T.R. MIN. 8" EMBEDMENT w/ WASHER &
NUT
-
_
• FOR HDU8 USE 7/8" DIA x 12" EPDXIED A T R
NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • ' •
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/WASHER &NUT
0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. OVER STUD • FOR HDU11 USE 1" DIA. X 12" EPDXIED A.T.R.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT
--- PORT
-._ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL, TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N
Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4
OOF TRUSS U3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. I F= 2240 LBS
UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
MOISTURE BARRIER
SCALE: N.T.S
-o
S
J I
00
LO
d
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
o
K/S4
SEAT FOR BLOCK IS POURED
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERAL NOTES
o
SLOPE FORWARD
FOR DRAINAGE
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
. FILLED LINTEL ASSEMBLY G
SCALE; N.T.S. ��+ A
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2 x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9' -16'
(3)
(4)
(2)
(4)
(2) LSTA30
SP4 SP2 SIMPSON SP4 3P2
SIMPSON SP4
ROOF TRUSS ABOVE
2X TOP PLATE
OVERLAPPING 2X BLOCKING
2X STUDS @ 24" O,C.
VA
"J" BOLT NAILED
,LZ/8"x10"
24" O.C. MAX. INTO
10d NAILS @ 6" (2) 16d TOE NAILS
MIN, (2) PER TRANSOM
STAGGERED EA, BLOCKING
BOTTOM PLATE TRANSOM FRAMING FRAMING
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
FLAT STRAPS PER CHART TO BE BENT
SECTION
2X P•T• SEE SECTION AA/S1
PLATE
�
2X8 WALL ABOVE
CREATE A SOLID BASE FOR
OVER TOP PLATE *" HOLD DOWN CONNECTIONS
AND BB/S1 FOR
::: ADDITIONAL DETAILS
SIMPSON
ENTRY
1/2"X91/2" PLYWOOD BLOCK WALL ABOVE.
NOT REQUIRED @ BEARING WALLS NOTED
SCRAP MATERIAL
V
WITHOUT UPLIFT
Sp1
K.O. BLOCK W/(1)
k
_j -1
a
SEE FLOOR PLAN NOTES FOR
SIMPSON SP4
SIMPSON SIMPSON
J-BOLTS @ 24" O.C.
#5 CONT, &
r w
r
r
REQUIRED CONNECTION
RECESS
SP4 SP4
MAX
FILLED
p
SF p`NO��ji
LINTEL
5/8"X10" J-BOLTS
2-ROWS 12d NAILS STAGGERED
::.
2X P.T. PLATE
@ 2'-0" O.C.
@ 12" O/C EACH FACE OR
FORM CREATES CONCRETE RECESS TO
2x4 NOM. RECEIVE GARAGE DOOR AND TO ALLOW
( )
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"x10" OR
a a
a
2X8 P.T. BOTTOM P TE
MASONRY WALL
C
FOR WATER SHED.
2x CRIPPLES @
GREATER HEADER
KEEP STIFFENER BACK FROM SIDES ENOUGH
16" O.C, W/ (2) 12d
TO ALLOW SPACE FOR FLAT MASONS TOOLS
TOENAILS T/B
5/8"x10" "J" BOLT @ 24" O.C. MAX.
SIMPSON SP4 w/ (6)
(2) 2x HEADER SEE PLAN
SIMPSON SIMPSON C
(MIN. (2) PER BOTTOM PLATE)
SIMPSON
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
10d x 1 1/2" AT EA
T'�
SP4 SP2
4PSON
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
STUD (USE SP6 FOR
• INTERIOR HEADER:
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
2x6 WALL, USE SP8
S4
(1) 2x SILL PLATE W/ (2)
::::
10d NAILS @ 4"
MOUNTING BASE SHOWN
IN POSITION
2x8 WALL)
12d TOENAILS
• •
STAGGERED
A
10d NAILS @ 6" O.C.FOR
GARAGE ENTRY FORM DETAIL
BOX HEADER EXTERIOR HEADERS:
STAGGERED
10d NAILS @ 8"
ONLY
(1) 2x SILL PLATE W/ (2)
o 0 TRANSOM FRAMING
2x6 MOUNTING BASE
SCALE: N.T.S.
O/C TYP.
12d TOENAILS
�
BEYOND.
8x8x16 C.M.U.
GARAGE DOOR--- _ TRACK MOUNTING BRACKET
DOUBLE 2x
• OPENING LARGER THAN 4 FT:
NAILED INTO
TRANSOM
- i
PLYWOOD FASTENED TO TRUSSES
CRIPPLE STUD
(2) 2x SILL PLATE w/ SIMPSON
FRAMING
WITH 8d COMMON WIRE NAILS 4"
PLYWOOD
TYPICAL (U.N,O,)
LS30 w/ (6) 10d x 1 1/2" EACH
TRANSOM FRAMING
O/C BOUNDARIES 6" O/C EDGES
o
E SHEATHING
GARAGE DOOR ROLLER GARAGE DOOR TRACK
SIDE
SEE SECTION AA/S1 AND
& 8" O/C FIELD
S4
CONNECTION ASSEMBLY
BB/S1 FOR ADDITIONAL
B
GARAGE FLOOR
,.
TRAVEL DIRECTION OF
2x STUDS TYP.
DETAILS
• SIMPSON SP4 w/ (6)10d x 1 12"
`
GARAGE DOOR
SIMPSON
(USE SP6 FOR 2x6 WALL USE
PLYWOOD
-• • -.
O
O
�'0F OR
s SIMPSON HTT4 TYP.
U.N;O. SEE N/S4
SP1 SIMPSON
SP8 FOR 2x8 WALL)
SHEATHING
MOUNTING BASE DETAIL
NiNG
** HOLD DOWN
RECESS
/" SIMPSON SP4
SIMPSON SP2 w/ (12) 10d NAILS
SIMPSON SP1 w/ (10)10d NAILS
MASONRY
WALL BELOW
5/8"X10" J-BOLTS @ 24" O.C.
CONNECTIONS
LINTEL
/ SP4
MAX. (MIN. (2) PER BOTTOM
SCALE: N.T.S.
NIEL.° Ia
NOT REQUIRED @
PLATE)
SCALE: N.T.S.
d a a ° - G a
BEARING WALLS NOTED
a a ' " ' 2
ALTERNATE:
POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E
PTBOTPLATE
.. .
WITHOUT UPLIFT
a Qa a
5/8" DIA. ATR EPDXIED
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
a 2X8 P.T. BOTTOM
MIN. 6" INTO BOND BEAM
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
PLATE f
@24" O.C.
SHED FORWARD THIS DRAWING.
WALL HEADER DETAIL
Q
ODFRAMING
DETAILS ABOVE ENTRY rR
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
S4
"J" BOLTS @ 24" O.C. MAX.
SCALE: N.T.S.
S4
SCALE: N.T.S.
(MIN, (2) PER BOTTOM PLATE)
(MIN,
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE : AS NOTED
DATE : 3/16/2018
TECH: MJAMES
VERSION NO. 4mO
SHEET NO.
S4
L O 0
SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x
TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( )
NAILING SCHEDULE FOR 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 1
2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES ( {2} 6d NAILS SIMPSON H10A w/ (18)
SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE "
TOP CHORD
24" O.C.
NAILING SCHEDULE FOR OUTLOOKER
AND NAILING SCHEDULE
@ 24" O.C.
SHEATHING DETAIL
FOR SHEATHING
DETAIL
BLOCKING FOR
FIRST FOUR
ROWS OF
45' ±
24" MAX.
TOP CORD BLOCKING 45°±
2X4 CONT"L" BRACE
TOP CORD BLOCKING
TRUSSES @
SIMPSON H10A w/ (18)
FOR FIRST FOUR
FASTENED W/ (2)10d 3"
FOR FIRST FOUR ROW
EDGES OF 2x4 CROSSBRACE
10d x 1 12" @ EA.
ROWS OF TRUSSES @
AT 24" 0/C. CMID HEIGHT
OF TRUSSES @ EDGES
SHEATHING APPROX. 8" FROM
OUTLOOKER
EDGES OF
OF SHEATHING TYPICAL
TYPICAL @ RIDGE FASTENED AT
"L" BRACE TO EXTEND
SHEATHING TYP. 2X4 KICKER
2x8 SYP#2 "L" BRACE TO
48" O.C. EACH JOINT W/ (3) tOd
@ 8'-0" 0/C.
EXTEND AT LEAST 90% OF
MAX. & (2)10d TOE NAILS @ .
AT LEAST A WEB
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
(SEE
APPROX. 8 FROM
BOTTOM CHORD (SEE TABLE)
2x6 P.T.
GABLE TRUSS
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
•
• SILL
1/2" CDX PLYWOOD OR
EACH JOINT W/ (2) 10d
FROM LEDGER TO
7/16" OSB SHEATHING
& (2)10d TOE NAILS @ .•
BLOCKING
— —)
ATTACHED W/ 10d
EA. END
NAILS @ 6" O.C. EDGES
GYPSUM WALL BOARD
GABLE TRUSS
AND 12" O.C. FIELD
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
10dX3" @ 3" O/C
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
THROUGH CHORD
CORD ATTACHED W/ (2)16d TOENAILS
NAILS 6" O.C.
INTO 2"x6" P.T. PLATE
2"x4" LEDGER (MATCH BOTTOM CHORD
w/ 10d @
EDGES AND 12" O.C. FIELD
2x4 PANEL BLOCKING @
2x4 "T" ON TOP OF PANEL BLOCKING,
WEEP SCREED
SLOPE OF ADJACENT SCISSOR TRUSS)
O.C. FOR THE FIRST (4)
FASTEN WITH 10dx3" @ 4" O/C SPACED
INSTALLED PER MANUF.
2"x6" P.T. SILL
� NOTCH "L" BRACE HERE
ROWS OF TRUSSES FRO
@ 48" O.C.
MOISTURE BARRIER
5/8" x 10" "J" BOLT @ 48" O.C.
WEEP SCREED
EA. END TYP. TOP &
BOTTOM ATTACHED w/ (
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'.0"
INSTALLED PER MANUF.
16d TOENAILS
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
SIMPSON HETA20 w/ (8)
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
10dx1 1/2" NAILS AT EA.
ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS
NOTE: IF EMBEDDED
TRUSS VERTICAL WEB (24"
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
'I
O.C. MAX) w/ MIN. 4"
EMBEDMENT IN KO BLOCK
GABLE WEB
SECTION
K2
WEB, USE MSTAM36 w/ (7)
10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S.
S5
SCALE: N.T.S.
S5
TITEN ON OUTSIDE
BACKNAIL W/ 2 16d NAILS SIMPSON H1QAw/
(18)
SP8 FOR 2x8 WALL)
S
2)
SEE STRUCTURAL
NOTES 10d x 112 AT EA.
OUTLOOKER
AND NAILING SCHEDULE
2x4 OUTLOOKER
FOR SHEATHIN
DETAIL
@ 24" O/C
2x4 OUTLOOKER @ 24"
TOP CORD
4" MAX. O.C. (OPTIONAL -SEE
BLOCKING FOR
ELEVATIONS)
FIRST FOUR ROWS
DOUBLE TOP PLATE
OF TRUSSES @
2x4 CROSS BRACE APPROX. 8"
2"x4"CROSS BRACE
24" MAX, EDGES OF
FROM RIDGE FASTENED AT
F STEN
APPROX. 8" FROM
SHEATHING TYP.
EACH JOINT & (2T
RIDGE FASTENED AT
"L" BRACE TO EXTEND
TOE NAILS @ EA. END
EACH JOINT W/ (2)
AT LEAST 90% OF WEB
10d & (2)10d TOE
LENGTH (SEE TABLE)
2x FRAME WALL (SEE WALL
NAILS @ EA. END
GABLE TRUSS
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
1/2"CDX PLYWOOD OR
1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
7/16" OSB SHEATHING
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS
ATTACHED w/ 10d NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6" O.C. EDGES AND 12"
AND 12" O.C. FIELD
END TYP. TOP &
O.C. FIELD
(2) 16d NAILS
BOTTOM ATTACHED
48 2x BLOCKING
W/ (2)16d TOENAILS
2x4'7 ON TOP OF PANEL
BLOCKING, FASTEN WITH
M 2x4 "T" ON TOP OF PANEL
SIMPSON
HGA10KT w/ (4)1/4"x1 1/2"
1063" @ 4" O/C
BLOCKING, FASTEN WITH
SDS SCREWS
TO TRUSS & (4)1/4"x3"
10dx3" @ 4" 0/C
SDS SCREWS
TO PLATES AT 36" O.C.
SIMPSON SP2 w/ (12)10d
2x4 LEDGER (MATCH BOTTOM
NAILS AT EACH STUD
CHORD SLOPE OF ADJACENT DBL. TOP PLATE
TRUSS) STUD WALL (SEE TYP. SEC.)
SECTION 3 SECTION 4
SCALE: N.T.S. S5 SCALE: N.T.S.
S5
O 10d x 1 i2" AT EA. 2x4 OUTLOOKER
REFER TO DETAIL J
ON SHEET S5 FOR f SEE STRUCTURAL OUTLOOKER @ 24" O/C
X-BRACING, AND TOP r NOTES AND NAILING x TOP CORD
CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR
INFORMATION °° SHEATHING DETAIL FIRST FOUR ROWS
2"x4"CROSS BRACE 24" OF ES @
MAX. EDGES OF
WOOD TRUSSES c° ;o APPROX. 8" FROM SHEATHING TYP.
RIDGE FASTENED AT "L" BRACE TO EXTEND
2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB
AT 24" O.C. ON TOP OF 1 2 10d & (2)10d TOE LENGTH (SEE TABLE)
BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS
TRUSS SPANS
ATTACHED W/ 2 -16d 4D� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16"
AT EA, TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED
(2) 2" x 4" LAMINATIONS W/ 1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW " ( () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C.
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD
2x4 BLOCKING @ 24"
(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA.
O/C w/ (2)16d END TYP. TOP & JACK TRUSS
TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION
MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) Dq
ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS
EXT. WALL CONN. @
NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9
D
SEE TYP. WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8
ADDITIONAL INFORMATION.
SIMPSON HGAM1(
W/
(4)1/4"xl 1/2" SDS
SCREWS
TO BLOCKING & (�
1/4"x2 3/4"
TITEN TO CMU
F3
MINIMUM 2x
CROSS BRACING
m
(SEE PLAN FOR
LOCATIONS)
(2) 16d PER
JOINT
1 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
00
LOI CROSS BRACING DETAIL ri
>) SCALE: N.T.S. S5
2"x4" OUTLOOKER @ 24"
O.C. W/ (2)10d PER JOINT
10dx3" O/C @-� 2"x4\
TOENAIL 6" O/C RUNN
W/ (2)16d TYPICAL
NAILS
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
1 GABLE TRUSS
"L" BRACE W/ 10d @ 4" O.C.
12 (SEE SCHEDULE FOR SIZE
c AND LOCATION)
6.9 MAX.
Cn
ID
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III
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�CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
S5 SCALE: N.T.S. S5
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES 6" OVERLAP
"-MINIMUM (2)16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL M
SCALE: N.T.S. S5
"L" BRACE W/ 10d @ 4" 0/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d
WOOD TRUSSES TOE NAILS AT EACH END @
24" O/C (TYP)
BRACING w/ (3)10d x 3" AT
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EACH CONN, @ 24" O/C
I A 1 SIMPSON HG M OKTA w/ 4
1/4"x1 1/2" SDS SCREWS TO
MOISTURE BARRIER
BLOCKING & (4)1/4"x2 3/4"
BOND BEAM
TITEN TO CMU
nt---
MASONRY WALL
20'-0" MAX
"X" BRACE SEE DET. J/S5 -t
2x4 BLOCKING 2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
"L" BRACE
ATTACHED W/
10d NAILS @ 4
O.C. TYPICAL
v A
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL 5
" SCALE: N.T.S. S5
'
2x4 T BLOCKING
2x4 BLOCKING @
48" O.C.
L BRACE ATTACHED 16d NAIL
'W/ 10d NAILS @ 4" O.C.
TYPICAL
GABLE TRUSS WEB
SINGLE "L" BRACING DETAIL/'_6
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" 0/C GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" "L" BRACE J
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE
AS PER HIB 91 SCALE: N.T.S. S5
20'-0" MAX
r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
a q
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ARCHITECTURAL FINISH NOTE:
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION UNEVEN CLG.
rE
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5
ADDITIONAL INFORMATION.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
"L" BRACE
24"
0'0" - X-0"
T-0" - 6'-0"
6-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 14'x1 1/2" SDS
SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
TO PLATES (TYP.)
i-GABLE TRUSS
—CON 1. BEARING „
GABLE END BRACING DETAIL SCALE:3/4"=1'-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
END JACK
1 V-0" MAX.
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1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI 1-13
SCISSOR TRUSS
SCISSOR TRUSS
LTOP & BOTTOM CHORD
GABLE END BRACING @
4'-0" O.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2)10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE : AS NOTED
DATE : 3/16/2018
TECH: MJAM ES
VERSION N0.
4mO
SHEET NO.
S5
f
1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X4 " 1/2DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL
UNACCEPTABLE INSTALLTION
DOOR JAMB (REFER TO SHT. SDW2-K1
P.T. To SHT. SDW2-K1
TO SHT. SDW2-K1 FOR CONN. DETAILS
MAX. 8"
PROPER INSTALLATION DO NOT DO THIS
`
2"x BOT. PLATE W/ (2)13d @ 6" O.C.
FOR CONN. DETAILS
FOR CONN. DETAILS X 4 1X4
#5 REBAR (TYP,)
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
2X PLATE
4
3-1/4" LONG X 3/16"� URRING 3/16" 0 X 3" LONG FURRING 3/16"O X 3-1/2" LONG FURRING
Eff\-1F
TAPCONS
#5 REBAR
#5 RE `
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
BOTTOM W/8d @ 4"
O.C., 2 ROWS STAGGERED
TAPCON. INTO TAPCONS STAGGERED 2X8
`
BLOCK@ SPACING �� O.C. 2 ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 1X8
1 DETAIL 2-ROWS INTO
PER MANUFACTURE MASONRY THROUGH - n MASONRY THROUGH ��
1 1 /2 DETAIL 3 DETAIL
`STD. 90° HOOK (TYP.)
�
STD. 90 `
2x BAND JOIST W! FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1x8 P.T.
1x8 P.T. & 2x8 P.T.
FILL SOLID
BOTH CELLS HOOK (TYP.)
FACE NAILS 10d @ TRUSS VERT.
WEB
I 3/16" x 3 -i/2"
TAPCON @ 16"
METAL SEAT PLATE
�, 1 X4 P.T. �,
NOTE:
O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL
I 1 X 4
LAP SHEATHING TO
EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR
DOOR JAMB (REFER (
2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL
BOTTOM OF BAND
I TO SHT. SDW2-K1
JOIST TYPICAL
FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4
FURRING
_ _f
2X8 P.T. WITH 3/16"0 X 3"
' +_2,� NOTC @FIRST COURSE
SIMPSON HGAM10KTA @ 12" O.C.
2x P.T. AS REQ D 2X8 P.T. LONG TAPCONS 2X8
STAGGERED @ 16 O.C.
I `
INTO BAND JOISTD& (4)1REWS
/4'"act 3/4"
K.O.
2x DETAIL 2 114" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL
NOTCH WEB AT THE
±5^ FIRST 2 COURSES
TITEN INTO BLOCK
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
FILLED CELL PER
FOUNDATION PLAN FILLED CELL INSTALLATION. H
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S. SS
SEE TYP. 2-STORY WALL SECTION FOR ADDL.
INFO SCALE: N.T.S.
SCALE: N.T.S.
SS
2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
UPLIFT CAPACITY = 805 # FOR 1 STRAP
W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A
=1610 # FOR 2 STRAPS
FILL list 4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
2'-0" 8,
�. SOLID W/GROUT
°
1 X 4 FURRING rr SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS
1 PLY PRE-ENGINEERED TRUSS
BLOCK HEADER ARCH BLKG. & BUCK
SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS
• "
1/2" DRYWALL - 1 *
SCREWS & (5)1/4".x 21/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
,
8d NAILS AT 8" O.C. AT BUCK
SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #)
,
2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE
BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION
n ;.
7/16" OSB TO BE INSTALLED
BOND BEAM OR CAST IN PLACE BEAM
FOR OVERHANGS BETWEEN OVER 1
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA.
OR
CONTACT ENGINEER OF RECORD FOR
FURTHER IrtsTRucTioNs. •°
SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS•
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 ATEA. END
RETROFIT TRUSS DETAIL
•
OVERHANG-L.
°
CONNECT W/ 8d NAILS BRACE/ BLKG:
..
N.T.S.
,
INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
ARCH FACES W (4} 10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN
RETROFIT WALL OVERHANG DETAIL
INTO ARCH BLKG. PER 4" MIN. OF BRACE
BRACE
DETAILS A DETAILS OR THRU
2 X 4 #2 SYP SCAB TO SIDE OF
�1
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
IF TRUSSES USED W/ 3 #6 X 4%" WOOD
) O
* DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H.
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D.
START OF ARC
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
(2)10d NAILS @ 8" O.C.
4 MAX. RAD.
'
ARCH DETAIL
USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/
k OV
FRy TO TRUSS TOP CHORD
AN
MIN. 4" EMBEDMENT AT 16" O.C.
+ CE
+ NO'Ty
1 r-0° 51-011
SCALE: N.T.S. SS
12
+ PLYWOOD SHEATHING
JACK TRUSS PROVIDED BY SEE
+ +
TRUSS COMPANY OR PLAN •. •'
2x6 #2-SYP @ 24" O.C.
+ +
+ +
OlLf 1NISH FLO
2
x 8 BUCK - CONNECT TO BLOCK SECTION
+ BLOCKING AS
°
WITH
1/4" x 31/4" TAPCON (1 1/4" MIN. B.g
ROOF SHEATHING ATTACHED
+ REQUIRED
>, , 'p
EMBEDMENT INTO K.)
1/4" MAX
PER NAILING SCHEDULE ALL
TO SUPPORT
TRUSS +
°
° ° #5 BAR
BLOCK HEADER
2 -0 8%
SOLID BLKG. AT TOP BTWN. ARCH
(5)12d NAILS SIMPSON
+ SOFFIT
+
' D
p 10 ° .' 4 ° . ° CENTERED W/ M
BLKG. & BUCK
2X6 TO 2X4 H2.5A
2X4 SYP ®°
° ° IN TOP o
1 X 4 FURRING
NAILS(10)
EACH TRUSS
; KNOCKOUT/ �l
— ° ° CHAIR BLOCK
8d NAILS @ 8" O.C. AT BUCK
2 8 DIAG. BRAGS B
2 x 8 VERT. W/ (2) 10dCONNECTOR
NAILS AT EA. END
PROVIDE MIN.
PROVIDE 2x • o a ,
CONT. W/
—
MONO FOOTING _
PROVIDE x
T
(3)
SIZE AND REINF. PER PLAN
VERT. BRACES WHEN HGT. OF
TAPCON AT EA. SIDE
12d NAILS
SEE LINTEL
AND SECTION DETAILS JI
BRACE EXCEEDS 24"
BUCK - (1) WITHIN 4"
JACK TRUSS PROVIDED BY
SCHED.
-I '
LEAVE A CUT OUT IN O.S.B. ON TI
MIN. OF START OF
TRUSS COMPANY OR 2x4
CLEAN FILL .� e n
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
tENTER SO IT
DIRT b z
TO BE INSTALLED
BUILT UP PLWD. BUCK -
4'-0" MAX SEE PLAN
PRECAST LINTEL
a'. °,
ffTANDARD o
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
SEE ELEVATION
#5 BAR IN ° HOOK N
TO FIT ARCH CONNECT W/
IF TRUSSES USED) W/ (2) #6 X 4%'-WOOD
FOR OVER HANG
FILLED CELL,
8d NAILS
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
START OF ARC
4' MAX. RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
(MAX. 4'-0")
,
v : L.
INSTALL WDW, SCREW
BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL
WALL USE 2 1/4" X 31/2" TAPCONS AT 16"
O
°
ANCHOR INTO ARCH BLKG.
THRU OSB INTO 2 x 8
O.C.
PER INSTALLATION DETAILS
B-B
ARCH DETAIL rK
SECTION @ ENTRY L
SECTION @ ROOF EXTENSION M
STEMWALL FOOTING SIZE AND
RENF. PERLAN AND SIZE AND
MONO TO STEMWALL FOOTING
SCALE: N.T.S. SS
SCALE: 3/4" =1'-0" SS
SCALE: 3/4" =1'-0" SS
SECTION DETAILS
SCALE: 3/4" =1'-0"
GLASS BLOCK INSTALLATION NOTES
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
AT LEAST 2 HOURS BEFORE PLACING MORTAR,
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL:
EXISTING BOND BEAM..
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
DRILL 3/4"x5" MIN. HOLE SET BAR IN
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
SEE SHEET D2 AND
EPDXY CAP TO PREVENT LEAKAGE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP
FLOOR PLAN FOR
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
MORE INFO
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
SIMPSON HTT4 w/ (18)10d x 1
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" )
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
W.W.M. AT PERIMETER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2
WHERE THIS CONDITION
1/2" NAILS TO STUDS & (1) -
PER ANCHOR
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL )
(1) #5 BARS CONT. OCCURS
5/8" DIA. ALL THREAD ROD
"SET"
Z #5x6' EMBEDDED INTO EXISTING BOND BEAM
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
TOP WITH MIN. 3"
EPDXIED w/ SIMPSON
o
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
COVER 6'-011
F'F'
EPDXY MIN. 6" EMBEDMENT &
to
g FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP
3"MIN. EDGE DISTANCE
M u1 NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
°
p cU
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
, Xp "♦� v —� T-
v a A
REINFORCING AS FOLLOWS:
* SEALANT=ILL
_ —_
a 1
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
g' ° I —T
*
—
#5x6` EMBEDDED INTO
PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/
* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
'
—)—
EXISTING FOOTING (2) #5x6 IN CONC.
' I—
� rc, FILLED CELL
SMOOTH. DO NO FURROW:
s , .° —
. \
N 3/4"x5" MI LE
DRILL N. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
GRADE o. " " o II t
SET BAR IN EPDXY
FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP
.p
g
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
REMAIN FREE OF MORTAR. :. NOTE:
`' z
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
f o
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
a
4" SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL
\ ' (2) #5 REBAR. MIN. 3"
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. COVER EA. WAY
A SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
1 SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
RETROFIT FOR MISSING MSTAM STRAP
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
RETROFIT FILLED CELL DETAIL
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
_
SCALE: 3/4 = i -0
_ „
SCALE: 3/4„-1-0,
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
SCALE: N.T.S.
INSTALLATION OF GLASS BLOCK.
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1�' CrESSIoN
To the best of the Engineer's knowledge; information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE : AS NOTED
DATE : 3/16/2018
TECH: MJAM ES
VERSION NO. 4v0
SHEEP NO.
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SCALE:NTS
TRUSS NOTES:
CONV. FRAMED RIDGE
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION. CB
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
YY/ r--IVW IW 1,-r1Vi I I I\V VV YYLI,.)
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE w/ (3) 12d NAILS
WHEN REQUIRED w/ (2)
SIMPSON HTS20 w/ (24) 10d x
1 1/2" NAILS EACH
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT �TB
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, pg B
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS
2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING
BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP -
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP. ----\ . A A .
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-----/-WOOD TRUSS-J
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
VARIES W/
ROOF SLOPE
WOOD WALL-\
OR TRUSS. 2X4 CONT. W/ (2)
SEE PLAN 16d COMMONS
NAILS EACH
STUD TYP. T&B
- TRUSS OR
ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
TRUSS
:393
SEE ROOF
PLAN F SHEATHING
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
G.T. ;--
ADD 2X4 ALONGSIDE —
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
�A TRUSS
HIP
G.T
(2) 12D NAILS --I
AT 12" O.C. MAX
11 1 r1 / r1 1 rl% e% r• r% 1 tl% r1 1/ 1 w I e% r1 r- T A I I
SCALE:NTS
(2) 2x8 #2 SYP wj
O.S.B. FLITCH PI
TOP @ TRUSS B
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 10d x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 1Dd
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2)10d
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 10d
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 10d
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL 4
SCALE:NTS
SIMPSON LSTA18
VERTICAL SCAB 2 x 6
wI (12)10d NAILS
SIMPSON HUC410 w/ (14)
L.SEE PLAN
#2 SPF 48" O.C. W/ O 4
CENTERED AT
16d INTO HEADER & (6)
FOR CAN
10d TOP & BOTTOM
SPLIT TO TIE
10d INTO BEAM - SEE
OR SIMPSON H2.5A w/
SEAMS TOGETHER
ROOF PLAN FOR MORE
(10) 8d NAILS
INFO
SEE FLOOR PLAN FOR
COLUMN SIZE & BASE
7/16" OSB FLITCH PLATE
SEE FLOOR PLAN
CONNECTION INFO
REQ'D ONLY WHEN
COLLAR TIE
FOR COLUMN SIZE
INDICATED ON BM.
EVERY 3rd
& ADDITIONAL INFO.
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR
SCHEDULE/PLAN
RAFTER
REQ'D ONLY WHEN COLUMN SIZE & BASE
OPTION A
OPTION B CONNECTION INFO
OPTION C
2x4 SPF 2 (2) #7 x 3-1/2"
C EDULE/PLANM
SCHEDULED
WOOD SCREW EACH
TRUSS O10)8dSIMPSON
OL
H2.5A w/ (10) 8d N
NAILS
COMMON BM. TO POST ATTACHMENT
A
AT 48" O.C.
SEE ROOF PLAN
SCALE: 3/4"=1'-0"
BEVEL CUTS
FOR BEAM SIZE &
CONNECTION INFO.
BM. SPLICE OVER
CL CENTER OF POST
(OPTIONAL)
A A
I
SEE PLAN FOR
I
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-O"O.C. MAX. w/ (3) 10d
COMMON TOENAILS TO TIE BEAM
2X4 CONT. AT-/ CONC. MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
ROOF SHEATHING
ATTACHED PER
2x4 #2 SPF BRACING @ NAILING SCHEDULE
16" O.C. W/ (4) 12d COMMON TRUSSES.
TOENAILS TO TOP SEE TRUSS PLAN
PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION
NAILS TO TRUSS SPF TOP INFORMATION.
BOTTOM CHORD PLATE
VARIES SEE PLAN
FOR WALL LOCATION
MIN. 2x4 #2 SPF STUDS @
16" O.C. W1 EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
SEE PLAN FOR
PLATE BELOW
TOP OF WALL
e
MIN. 2x4 #2 SYP P.T. PLATE
�.'.
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE
@ 3" FROM EACH END &
PLAN FOR MORE
o
9'
16" O.C. MAX.
INFO.
SECTION
@ ENTRY
$
SCALE:NTS
SIMPSON MTS18 w/ (14) -�
10d NAILS TYP. U.N.O. SEE PLAN FOR
CANTILEVER IF
SEE FLOOR PLAN FOR INDICATED
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
.av ,
•a.
CORNER d SEE FOUNDATION
PLAN FOR MORE INFO
5"
/Y
COMMON BM. ATTACHMENT
SCALE:NTS
SEE 1/S5 FOR-
ADDITIONAL
OUTLOOKER
EXTERIOR SHEATHING INFO.
ATTACHED PER
2x4 STUDS w/ SIMPSON NAILING SCHEDULE
SP1 w/ (10) 10d NAILS
AT BASE SEE J/S6 FOR GABL
MORE INFO. TRUSS
2x4 BASE PLATE W/
SIMPSON LSTA30 w/
(22) 10d NAILS OR
SIMPSON MTS12 w/
(14) 10d x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION 22
SCALE:NTS
°
SIMPSON
MTS18 w/ (14)
10d NAILS
TYP. U.N.O.
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
MIDDLE
8d NAILS AT
4" O.C.
SEE PLAN FOR
VALLEY TRUSS
INFO.
`-• MASONRY WALL BELOW: SIMPSON
°.. HETA16 w/ (9) 10d x 1 1/2" NAILS @
MASONRY WALL • 4'-0" O.C. TO GABLE TRUSS
OR BEAM . BEAM BELOW: SIMPSON HTS20 w/
SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C.
TO GABLE TRUSS
COMMON TRUSS
4o.SEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE rj_2_'�
SCALE:NTS
EXTERIOR
ATTACHED
SCHEDULE
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE DETAIL 4/D1
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL @ ENTRY FRONT WALL 6
SCALE: NTS
2x4 #2 SYP NAILER. NAIL
TO STUDS w/ (3)16d AT
EACH STUD - TOENAIL
ROOF AND EXTERIOR
EACH TRUSS TO NAILER
SHEATHING ATTACHED
w/ (3)10d
PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
W/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
w/ (3) ROWS OF 16d
NAILS AT 24" O.C. •
•
SIMPSON LUS26 w/ (8) 10d NAILS
OR IF 2 PLY TRUSS SIMPSON
ZSEE
LUS26-2 w/ (8)16d NAILS TO
FLOOR FRAMING PLAN
LEDGER
AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FORLOCATION
2X10 #2 SYP CONT. LEDGER w/ (3)
AND DIRECTION
1/2" X 41/2" LAG SCREWS ATTACH
(IF PARALLEL SEE 2/D2 FOR
LAG SCREWS INTO END OF EACH
BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
SECTION AT LOW ROOF 9
SCALE: NTS
LOW ROOF/WALL
SHEATHING ATTACHED
PER NAILING SCHEDULE
2x STUDS @ 16" O.C.
w/SIMPSON SP1 w/ (10) 10d
NAILS AT BASE & SIMPSON
SP2 w/ (12) 10d NAILS AT TOP
2x BLOCKING BETWEEN STUDS
TO TRUSS W/ (2) 12d TOENAILS
EACH END (BETWEEN TRUSSES
(2) 12d NAILS TO EACH VERTICAL
STUD)
2x BASE PLATE W/ (2) 12d
NAILS @ 16" O.C. ALONG W/
SIMPSON MTS12 w/ (14) 10d x
1 1/2" NAILS TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
LOW ROOF TRUSS W/--" (2) 2x6 BLOCKING UNDER- FLOOR G.T.
RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN
EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16)
MANUF. SPEC'S FOR 16d NAILS AT EACH END
CONNECTIONS TO G.T.
SECTION @ BUMP OUT 39
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
4600 W. Cypress St, Suite 2001 Tampa, FL 33607
www.LennarTampa.com
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DATE : 3/16/2018
TECH: MJAMES
VERSION NO. 4v0
SHEET NO.
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WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTIONS:
1. Cut, fold up & temporarily secure weat
THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing
installation
MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under
AND WATERPROOFING METHODS TO weather resistive barrier
BE USED. 3. Fold weather resistive barrier back over head
flashing and seal with tape
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
NOT USED
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
r�r�onuv�a r�onu��a
SELF -ADHERED FLASHING
DECK JOIST
WEATHER
/E BARRIER &
IARILY SECURE
EXTERIOR
SHEATHING
BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOI;
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
8 2
SELF -ADHERED FLASHING
E
AM
N
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WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
3/4"-1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
i� SELF -ADHERED FLASHING
SUBFLOOR
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF-ADHEF
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
RIM JOIST
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL WP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
SELF -ADHERED FLASHING
PATCH
HERED FLASHING
1
2
4
5
a
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 cm : 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT, FIN.
BUILDING PAPER
WIRE LATH
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F_ A
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SELF -ADHERED FLASHING
INSIDE CORNER
Ground
SELF -ADHERED FLASHING FOUNDATION WEEP SCREED
OUTSIDE CORNER , •
NOT USED NOT USED
Water Resistant Barrier
Lath
Sheathing
Stucco
FLASHING REQUIREMENTS
R609,1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152
mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner
to meet the requirements of the exterior wall envelope as described in Section R703.4
Exception: Omission of the water -resistive barrier is permitted in the following situations:
1. In detached accessory buildings.
2. Under exterior wall finish materials as permitted in Table R703.4
3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier.
R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or
penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The
flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations:
1. Exterior window and door openings, Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the
water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
following or other approved method:
1.1 The fenestration manufacturer's written flashing instructions.
1.2 The flashing manufacturer's written installation instructions.
1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250.
1.4 In accordance with the flashing method of a registered design professional.
2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings.
3. Under and at the ends of masonry, wood or metal copings and sills.
4. Continuously above all projecting wood trim.
5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6. At wall and roof intersections.
7. At built-in gutters.
R703.6.2.1 Weep Screeds
A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of
3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926.
SELF -ADHERED FLASHING
PRODUCTS DETAILS
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1
Detail Instructions
Refer to the number marked as #�in each detail that corresponds to the numbered items in the list of
instructions below:
1. Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -
for ease of installation and to minimize scoring cuts
5. Remove all release paper per standard installation instructions and adhere to substrate using a square
piece of flashing material (6" x 6" Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner
8. Mechanically fasten as necessary
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
7/8" Cement Plaster
in accordance with
ASTMC926
WEEP SCREED. DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside comer will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
LENNAM
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes E O
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To Whom It May Concern: -02 CU
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Section 2303.5 of the 2015 International Building Code (IBC). and 2017 Florida Building Code (FBC) specifies that
joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers: Previous versions of
the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both
methods determine a connectors allowable load as the lowest of the following:
1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3
2. Average load at118-inch deflection
8. Calculations per American Wood Council National Design Specification for Wood Construction (NOS)
The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel
strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested
material properties exceed the specified properties.
ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in
October 2016 m incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working
on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to
the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida. Product
Approvals.
However; reevaluating a large number of products will take time. While manufacturers work with product certification
agencies to update their wood connector evaluation reports, we recommend that building departments under the
2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014
editions, respectively, until July 2018.
The information in this letter is valid until 6/30f2018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit
wv✓w.stronotie.com for additional pertinent information. If you have questions or need further assistance regarding
this matter, please contactlhe Simpson Strong -Tie Engineering Department at 800.999.5099:
Sincerely,
SIMPSON STRONG -TIE COMPANY INC.
Keith Cullum, P:E., LEED AP dwfBDW
Engineer, Southeast U.S. Branch
Page 1 of 1
Simpson Strong -Tie Company Inc. 2221 CorntryLana McKiway, TX 75069 Phone: 972.542.0326 Far 972.542.4139 wwmstronabe.mm
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SHEET NO.
PA 1.0
A3 FL17244.1 ESR-3455 "H12
FL10446:2
ESR-2608
HD210-2
FL17232.3
ESR-3445
FL1085g.4
ESR-2549
HD212-2
FL17232.3
ESR-3445
HU212-2
FL10856.4
ESR•2549
HD216 -
FL17232.3
- ESR-3445
HU216
FL10858.5
ESR-2549
HD216.3
FL17232.3
ESR3445
HU218-3
FL10856.1
ESR-2549
HD26
FL17232.2
ESR-3445
H U26
FL10856.3
ESR-2549
HD28-2
FL17232.3
ESR-3445
HU28-2
FL10858.4
ESR-2549
HD410.
FL17232.4
ESR-3445
HU410
FL10858.9
ESR-2549
HD412
FL17232.4
ESR-3445
HU412
FL10858.9
ESR-2549
HD610
FL17232.4
ESR-3445
HU610
FL10858.10
ESR-2549
HD0410
FL17241.7
ESR-3444
HUC0410
FL11488.11
SIM200804
HGA10
FL17699.1
Evaluation Report
HGAIOKT
FL11470,4
SIM200803
HGAM10
FL17899.1
Evaluation Report
HGAMIOKT
FL11470.4
SIM200803
HHCP2
FL17236.7
.ESR-3448
HCP2
FL10447.2
ESR-2551
HTA18
FL17880.4
Evaluation Report
HETA18
FL11473.5
SIM200802
HTA20-18
FL17g80A
Evaluation Report
HETA20
FL11473.5
SIM200802
HTT16
FL17324.2
Evaluation Report
HTT16
FL11496.1
ES-0130
HTT45
FL17324.2
Evaluation Report
HTT22
FL11498.1
ES-0130
HTW16
FL17244.8
ESR-3455
HTS16
FL10456.22
ESR-2813
HTW20
FL17244.8
ESR-3455
HTS20
FL10456.23
ESR-2613
HTW24
FL17244.$
ESR-3455
HTS24
FL10456.24
ESR-2613-
HTW30
FL17244.8
ESR-3455
HTS30
FL10458,28
ESR-2813
HTWM18
FL6223.2
Evaluation Report
HTSM18
FL11473.11
SIM200802
HTWM20
FL6223.2
Evaluation Report
HTSM20
FL11473.11
SIM200802
HUGT2
FL6223.3
Evaluation Report
HGT2
FL10456.18
ESR-2613
HUGT3
FL6223.3
Evaluation Repo
PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018
As required b Florida Statute 553.842 and Florid Administrative ode 9&72 ease provide the information and approval numbers on the uildin components listed below if the will be utilized on the y S a C , pi p b g y
construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed
products.
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
1, EXTERIOR DOORS
A. SWINGING
ThermaTru
Firber-Classic and Smooth -Star {NON -IMPACT)
FL20461.1
+87.0/-67.0 psf
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
pL204g1.g
+87.0l-67.0 psf
ThermaTru
Firber•Classic and Smooth -Star (NON -IMPACT)
FL204g1.g
+67.01-67.0 psf
ThermaTru
Firber-Classic and SmootMStar (NON -IMPACT)
FL20481.14
+g7:01.87.0 psf
ThermaTru
Classic -Craft and Benchmark
FL15225.1
+67.0/-67.0 psf
ThermaTru
Smooth -Star and Benchmark
FL15225.5
+67.0/-67.0 psf
ThermaTru
FiberClassic, Smoothstar, GassicCraft, Rustic
FL7840.1
+67.0/-67.0 psf
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.01.40.0 psf
PGT
Series 5570
FL,251.10
C. SECTIONAL
Clopay Building Products
Residential WindCode Doors W5 (8X7)
FL15279.37
+30.0/-32.0 psf
-
Clopay Building Products
Residential UMndCode Doors WS (18X7)
FL15279.53
+30.0l-30.0 psf
Clopay Building Products
Residential WindCode Doors WB (8X7)
FL15279.85
+38.0/-42.0 psf
Clopay Building Products
Residential WindCode Doors WB (16X7)
FL15279.102
+37.07-41.0 psf
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single &Pairs of Doors
FL11537.1
N/A (sae inst sht)
2. -WINDOWS
A. SINGLE HUNG
Mt Windows and Doors
Series 185
FL17499.2
+50.0/-55.0 psf
PGT
Series 5500
FL239.7
B. HORIZONTAL SLIDER
Mt Windows and Doors
Series 188
FL15351.1
+40,0l-50.0 psf
C. FIXED
MI Windows and Doors
Series 185
FL15349.1
+40.0/-40.0 psf
PGT
Series 5520
FL243:9
D. MULLION
MI Windows and Doors
Series 5764
FL15353.2
N/A
PGT
Series 5500
FL261.1
N/A
E. OTHER
3, PANEL WALL
A. SIDING
James Hardie Building Prod.
Camplank Lap Siding and HardiePlank Lap Siding
FL13192.1 - FL13192.2
N/A
B. SOFFITS
Alside
Solid and Vented Soffit
FL15272.1 - FL15272.2
+70.0l-70.0 psf
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3Tab,Dimensionai
FL10124.1
N/A
B. UNDERLAYMENTS
Tamko
151b Felt Untlerlayment
FL12328.6
N/A
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
WA
Florida Metal Products, Inc
Vent RV10
FL21580.3
NIA
Lomanco, Inc
DA-4 Fxahust Vent
FL17202.1 -
N/A
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
N/A
Boral Tile
Saxony 900
FL7849.18 - FL7849.20
N/A
F. METAL ROOF
Gulf Coast Supply &Manufacturing, LLC
0.032"Aluminum GulfLok 16" vAde roof panel
FL11651.2 R3
N/A
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15076.2
N/A
All American Shutters &Glass
Galvanized Steel Storm Panels
FL17869.1
N/A
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS!
USP Structural Conn.
see chart
ANCHORS
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
N/A
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL8527.1 - FL6527.5
N/A
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
FL158.1
N/A
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774 -
N/A
The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection of these products, the following information must be available to ' or
N
Florida Departlne it of Business & Professional Regulation
Florida Departnned of Business & Professional Regulation
Florida Department of Business & Professional Regulation
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ThsmrrTru Corporation
Rlok Wright Lyndon F. Sdumldt, P.E. Ryan A King, P.E.
10/162017 07/122017
10118m17 12M22017
Approved
Revision 2017
Thsnnt has COMOrstion
Rick WHOM Lyndon F. 8ohmkt, P.E. Ryan J. King, P.E.
10/152017 07AWA17
10/182017 12/122017
Approved
Revision 2D17
TMmr-TN Corporation
Rick YY W Lyndon F. Schmidt, P.E. Ryan J. KNq, P.E.
W/1512017 07112=7 10118017
12M212017
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(419) 2WI740 PE�3409 (013) 7674M
Categoy: Exterior Doors
(419) nS.1740 PE43400 (813) 7674195
compory. Exrdor Dods
(419) 2MI740 PE13400 (813) 767-6665
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Therma-Tnr Corporation
Dom
Rick Weld Lyndon F. Schmidt, P.E. Ryan J. King, P.E.
(419) 29&1 7r. PEJ9109 (81 S) T671666
10115=17 07/122017 10Ma2017
12(122017
Approved
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(quwMyOubwig: X camgrretlon)
11
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Rick Wright Lyndon F. Schmidt, P.E. Ryan J. Kra P.E
W132017 12/1312017
12212017 P�hp FOC
Revision 2017
Th�Tuu Cogxn ion
Cahyery: Eterrr Doom
Rick Wright Lyndon F. Schmidt, P.E. Ryan J. Kkrp, P.E,
29&1740 PE-43409 76746M
12MSRp17 +2/132017
12212017 - Pending FBC Appw M
Revision 2017
Themm Tru CorporMbn
Pick w eQht Lyrdon F. Schmidt P.E. Ryan J. King, P,E
12/132017 121132017 12212017
pending FaC Approvalifterdid"
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29&174o PE.1.9408 (813) 767-0685
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(41g) 29&1740 PE434W (813) 787-0566
Revision 2017
Corporation
Rick Wright Lyndon F. Sarenkt, P.E. Rya A King, P.E.
12/132017 12/132017 12212017
FOG Appn
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6
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Yee No NIA,
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No Yes
No WA
dmi
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Cwn posb Edge Faegra Skgr Door
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Florida DepaMront of Business & Professional Regulation page 1 a I
Florida Department of Business & Professional Regulation pope 1 a l
Budding Codes and Standards
I16m,e
Building Codes and Standards
Howie
Product Approval Application Dotall
Product Approval Application Datag
Florida Depattrient of Business & Professional Regulation
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Fags I of I
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115 018
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Product Approval Application Detail
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Revision 2017
7hwwTru Corporation
Rick Wdpd National Accreditation & Ryan J. Keg, P.E.
1272IN2017 092112017
12222017
Approved
Review 2017
Theme -TM Corporation
Rim, Wight National AededXMrn 6 Ryan J. Kkq, P.E.
IWOM17 09212tr17
1222/2017
Approved
ELt
elm
Cateamr. Exlalorpome
(4/9) 29&1740 Mwwgarwnt knsaute (613) 767-M5
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own
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Rovrkn 2017
MI VYkdows and Doom
Brent Singer Luis Roberto Lamas Stevan M. thidk PE
- 0&132D17 08/112017 0911512017
1OM02017
Approved
Revision 2017
Ili Windows and Doom
emm SMngw Luis Roberto Lonwu Seem M. UrM, PE
08M32017 o8M 12017 081152017
10/102017
Approved
Category: ExbwW Doom
(717) 365,VW PE-42514 (71J) 311-SW
Category: Exterior Doom
(7m NS33M PE412514 (717)317.9454
BubCssepay^. BlidteO Enterer Door Assemblies
bokInperAntirrd.can
EpbCMagory: 8dkg FxMbr DoorAaanbles
MMlnpar®ntiwd.can
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arm
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1
a. "Crwb4malquot Bed "eendunwrk by
BA and W Opaque and Glazed Fraglass Door with 121312021
No
Yes No
WA
5
0. &quol;SM0Wt Ster" Bed "f endwaa by
BIB and 80 Opaque end Gtead FWer9ra Dan with 12131=1
No
Yes No
WA
Proraslorw EnpInoa
Prorpbnal Enpinesr
TMmsTm6quot
and withal SMsaes, 9wwkg and Outlawing
TAormsTru6quOt
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SERIES 420 ALUMINUM SOD REINFORCED
SERIES 420 ALUMINUM SOD REINFORCED OXO IV312018
No Yes
No
NIA
4
SERIES 420 ALUMINUM SGD REINFORCED
SERIES 420 ALUMINUM SM REINFORCED OX, 121312018
No Yes
No
WA
14S34&quct;x95&Wot
K Xx 9wAuot;-V" ucl:
Florida DepartraM of Business & Professional Regulation
ag Pap i a,
Florida Department Of Blmirleae & Professional Regulation
Florida Deparbirent of Business & Professional Regulation
Pa9.1 Of I
Florida Depardrlent of Business & Professional Regulation
Page l a l
Building Codes and Standards
,18m,e
Budding Codes and Standards
+ srJDls
Budding Codes and Standards
lAwle
Building Codas and Standards
/1mis
Product Approval Application Detall
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detag
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Revision 2017
Closet, Binding Products Carpay
Mark Westerfield Imorm Tesag Services RA, Gary PrMYr
112a2017 05M02017
12/072017
Approved
Revision 2017
CI-M Bu "FMtluces Company
Mack WWO" ed IdarlNc Testing seryrae NA, Gory Phahler
11/29=17 0111102oi7
12MS=7
Approved
Revision 2017
W VBrdows and Doom
erentsMng car Luis Robert Lamas Stews M. lktdr, PE
01VI32017 081112017
Oe1162017 IDMOM17
Approved
Revision 2017
IM YlNdows and Dons
Brentsolow Luis Roberto Loma Steven M. Ukk PE
■1132017 08/112017
OSMS M17 lW02017
Approved
Category. Extodor Doors
(513) 7704062 ono. (513) 519d586
-
Category: Exterior Doom
(513) 7704062 Inc. (513) 5194 5M
—
Compay: Ederlor Doors
(7t7) 386-M PE412614 (717) 317-8454
Category: EAwiw Dori
(717) 365-MM PSM514 (717)317.6454
subcategory: Sectional Exterior Dan Asnmbks
•pornSusbCOMM:
seasonal Exterior Door Assoffiblift
.aw
Subcategory: Sift Edam Door Assets
natangwaffAvd.c
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WMrgnArdwd.san
CowplWca MMhed: CeN6plrn Marko Listing
Campeaee MetluedWtlrod Caakatlon Mork orLWnp
Corasllowe Method: Evaluation Repot from a
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a
Florida Registered AmhW or a Lgenasd Florida
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No Yes
No
a30 PSF/S2
83
063 W&18 PAN•2F163: 84& 94, 73, 75, 1500, 190, 4RST,
Steel Pan (min. 25 go.) DoubrCm MT to 16V 06212028
No Yes
No
a30 PSF1-30
91MMLAtlYr■r
Armed for ties &mMved
Jim Lim IMrr
lirl■
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firm
76V, 4RST, 4RSF, OW, SRSF, 2RST.48, 42, W, 488,
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t
MMES420ALUMMMSGD
SERIES 420 ALUMINUM SOD OXO 121312018
No
Yes No
WA
2
SERIES 420ALUMINUM SOO
SERIES 426ALUMiUM SGO OX, XO, xX 120312018
No
Yes No -
WA
EDSS,ED69V
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14&314"XW&grot NONAXINFORCED
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0
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pap i a i
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page, a,
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pis.+a,
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Pape + a,
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Building Codes and Standards
1Nlx1a
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Ifflal8
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1ra2gte
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1115201e
Product Approval Application Detain
Product Approval Application Detail
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