HomeMy WebLinkAbout35965 Saddle Palm Way:35�w
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS COVER SHEET
1.1 FIRST FLOOR PLAN
1.2 SECOND FLOOR PLAN
2 INTERIOR ELEVATIONS
3.1 EXTERIOR ELEVATIONS
3.2 EXTERIOR ELEVATIONS
F1 FOAM DETAIL
4.1 FIRST FLOOR ELECTRICAL PLAN
4.2 SECOND FLOOR ELECTRICAL PLAN
5.1 ROOF PLAN
6.1 FOUNDATION PLAN
7.1 FLOOR FRAMING PLAN
ABBREVIATIONS 7.2 ROOF FRAMING PLAN
8 LINTEL DETAILS
AB or A, B. Anchor Bolt FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room
ABV or Abv.
Above FIX or FXD Fixed RA or R/A or R.A. Return Air SN STRUCTURAL NOTES
AC or A/C Air -Conditioner FLR or Fir. Floor RAG or Rag. Return Air Grill
SN1 DETAILS
ADJ or ADJ. Adjustable FLR SYS or Fir Sys Floor System RAD or Rad. Radius
AFF or A.F.F.
Above Finished Floor FOM or F. 0. M. Face Of Masonry REC or Rec. Recessed
S3M DETAILS
AH U or A. H. U. Air Handler Unit FP or F.P. Fireplace RECEIPT Receptacle
ALT or ALT. Alternate FR DR
French Door REF or Ref. Refrigerator F"� S4 DETAILS
BC Base Cabinet FRT Front REINF Reinforcing
BF Bifold Door FT or Ft Foot/ Feet REQD or Req'd. Required S5 DETAILS
BK SH or Bk Sh BookShelf FTG or Ftg. Footing RM or Rm. Room S6M DETAILS
BLKorBLK. Block GALV or GaIv. Galvanized RND or Rnd. Round ST DETAILS
BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening
BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS or R/S or R&S Rod and Shelf SS RETROFIT DETAILS
BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector
BP or B.P. Bypass(door) GYP BD or Gyp. Bd. Gypsum Board SQ FT or SF or S.F. Square Foot (feet) D 1 SECTIONS & DETAILS
BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door D2 SECTIONS & DETAILS
C Carpet HDR or Hdr. Header SH or Sh. Shelves
CAB Cabinet HGT or Hgt. Height SHWIR or Shwr. Shower VVP WATERPROOFING DETAILS
CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet PA1.0 PRODUCT APPROVAL NUMBERS
CJ or CIJ Control Joint HORIZ Horizontal SLorS.L. Side Lights
CLG or CIg. Ceiling HS Hard Surface (flooring) SPF or S.P,F. Spruce Pine Fir PA1. 1 PRODUCTAPPROVALNUMBERS
CMU Concrete Masonry Unit ILO In Lieu Of SPECS or SPECS. Specifications PA1.2 PRODUCTAPPROVALNUMBERS
COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square
COL or Col. Column INT or Int. Interior STO Storage PA1.3 PRODUCTAPPROVALNUMBERS
COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall
COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine
CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar
CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered
CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken
D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block
DB Door Bell LT Laundry Tub TOMorT.O.M. Top of Masonry
DBL or Dbl. 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
DIED or Ded. Dedicated (outlet) Mc Medicine Cabinet TRANS WDW or Trans. Transom Window
TYP or Typ. Typical ] �F 1 -1
DISP or Disp. Disposal MW or MICRO or Micro. Microwave LIC or u.c. Under Counter I T- I
DIA or Dia. Diameter MFR or Mfr. Manufacturer 1� I F= 11 MN
DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting
DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.0, Unless Noted Otherwise
v, DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower)
-3r
7 DTL Detail MONO or Mono Monolithic VB Vanity Base
0
-0
5� DV or D.V. DryerVent NTS or N.T.S. Not to Scale VERT or Vert. Vertical
DVP or D.V.P. Diverter Valve (plumbing) OE or O.E.
Owner's Entry VL or V. L. Versaiam
Cn
�:: DW or D.W. Dishwasher OPING or Opn'g. Opening VTR Vent through Roof
8 EA or Ea. Each OPT or Opt. Optional Worw Washer
EW or E.W. Each Way PC Pull Chain W/ or w/ With
LO ELEC or Elec. Electrical FED or Ped. Pedestal WC or W/C or W.C, Water Closet (toilet)
E LEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor
EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood
C�4
EXT or Ext. Exterior PIL or P.L. Parallarn VVDW HDR or WDW. HDR. Window Header
EXP or Exp. Expansion PLF Pounds per linear foot WH or W. H. Water Heater
00
7, FBC Florida Building Code PLT HT or Pit. Ht Plate Height WC or W.I.C. Walk-in Closet
FDN or Fdn. Foundation PUNT SHLF or Pit. Sh. Plant Shelf WMorW.M. Wall Mounted (plumbing fixture)
FXD GIL Fixed Glass PSF Pounds per square foot WIP Water Proof(ing)
FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener
Pi
0 FIN Finished PW or P.W. Pre -wire VVWF Welded Wre Fabric (Mesh)
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REVISIONS
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'5- 06-09-17 1.0 NEW BASE PLAN
c, 12-28-17 2.0 2017 FBC CODE UPDATE
'V
-1 01-04-18 3.0 ADDED HVAC IN LAUNDRY
MEAN ROOF 15 FT. HIGH TYPICAL
02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES
�2
MEAN ROOF 30 FT. HIGH TYPICAL
04-13-18 4.1 REV. DOOR TO WC IN M. BATH FOR 2 STORY HOMES
CL
E
THIS DRAWING AND DESIGN IS VALID
E 08-18-18 4.2 ADD ATTIC ACCESS TO 1 ST FLR. FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
co CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
IP Aix COMPLETE CODE INFORMATION.
IL I I
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C-) Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents 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
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer pirior to
C�. construction. All construction MUST be in accordance to the
Z� ALL WORK VAL Li W1*4 �SIIMWLINO information found in these documents. Any questions regarding
11300158 FLGROA i6c t W .9 JAN 2 4 2019 the information found in these plans should be directed to our
NATIONAL EM,Tr�i,"- ('ML'1 Office at (407) 880-2333 immediately. No backcharges will be
AN0 THE CITY OF 4�Piri VAHILLS 3246 considered for reimbursement by the Designer/Engineer without
Pill AW IWA444-letde4 /Z/Z advanced notification and approval by the Designer/Engineer.
%9iNANGES Payments will be made in accordance to the terms of the
agreement.
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L E 014' N A R
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
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HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
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FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
<@>(2)
- 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W/ 112"
FLITCH PLATE
(2) - 13/4" X 11 1/4 LVL
2.OE Fb=2600 PSI
(2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2600 PSI
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LVL 2.OE Fb=2600 PSI
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(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
REQUIREDSTUDS
General Notes
R302.5 Dwelling/Garage Open I ng/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
section R302.1 1, 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-X Gyp. 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
Ii,
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent app ied
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 r each door or window i sensors wire to a centra
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"
" �A
+29.7 -30.8
+29.7 / -39.2
+28.3 -30.8
+28.3 / -36.4
+26.6 -28.0
+26.6 / -32.2
SEE SN SHEET (Ji�
,�ri SEE SN SHEET
140MPH
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 L ND
111111111ji1W MASONRY HGT. @ 8'-8"A.F.F.
TYP. 2x FRAME WALL
. 1. 1. 1. 1. 1. 1, 1 1 1 1 1. 1. 1. 1. BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All
1ST FLOOR LIVING AREA
1880
2ND FLOOR LIVING AREA
1375
LIVING TOTAL
3255
GARAGE
679
ENTRY
36
TOTAL AREA
3970
INSULATION REQ.
LOCATION
R-VALLIE /TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1/R-13 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
V
FIRST FLOOR PLAN - ELE -A
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
!R-11/R-13 KRAFT FACED
SCALE: Y4"= V-0" I (GARAGE / LIVING)
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the structural plans and specifications contained within these
drawings comply with the 2017 Flodda Building Code -
Residential Sth 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
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REMARKS
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FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W1 1/2"
FLITCH PLATE
(2) - 13/4" X 11 1/4 LVL
2.OE Fb=2600 PSI
(2) - 13/4" X 9 1/4"
LVL 2.OE Fb=2600 PSI
(2) - 1 3/4" X 16"
LVL 2.OE Fb=2600 PSI
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2600 PSI
(2) - 2X4 #2 SYP W1 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
140C
EXTERIOR 2ND FLOOR
BEARI G WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
81-01,
2x4
SYP #2
16" O.C.
SPF #2
91-Off
2A
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16" O.C.
SPF #2
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2A
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16" O.C.
* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT
CORNERS
** WALL SHEATHING 15/32" EXPOSURE I OR EQUIVALENT
SEE C/S6 WALL SCHEDULE
SECOND FLOOR PLAN - ELEV-A
General Notes
R302.5 Dwelling/Garage Open I ng/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 13/8" 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 R302.1 1, 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. Ed. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 518"
Type-X Gyp. Ed. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Ed. 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"
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SEE SN SHEET SEE SN SHEET
140 MPH fm
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
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All
1ST FLOOR LIVING AREA 1880
2ND FLOOR LIVING AREA 1375
LIVING TOTAL 3255
GARAGE 679
ENTRY 36
TOTALAREA 3970
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION JR-11/R-13 KRAFTFACED
SCALE: Y4"=V-0" I (GARAGE / LIVING)
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drawings comply with the 2017 Florida Building Code -
Residential 6th Edition, Engineers signature and sea] is only for
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Engineees signature and sea].
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4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312
and R302.7.
Riser height:
The riser height shall be not more than 73/4 inches, The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
n r rq than 3/8 inch.
Tread depth:
The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winders:
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
depth of not less than 6 inches at any point within the clear width of the stair.
Nosings:
The radius of curvature at the nosing shall be not greater than 9116 inch. A nosing projection not less than 3/4
inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing
projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including
the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch.
Handralls:
Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
handrails.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater
than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
Guards;
Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located
more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to
the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies
or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface
or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking
surface to the required guard height that allow passage of a sphere 4 inches in diameter.
Under -stair protection:
Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the
enclosed side with 1/2-inch gypsum board.
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drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portons 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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General Notes
ROOF CRITERIA:
12" OVERHANG U.N.C.
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
R703.6 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.6.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.6.2 Plaster.
Plastering wl 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.
R703.6.3 Water-Resisitive Barriers.
Water-resisitive barriers shall be installed where cement plaster
a water -resistive vapor -permeable barrii r. 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 (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.8 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 contructions 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
FRONT ELEVATION - A
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%
SCALE: 1/4"=V-0"
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 PLAN' -
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SQ. IN� OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
LOMANCO DECK -AIR (Shingle Roofl - 9 SQ. IN. OF NET FREE AREA / FT.
Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = (Linear Ft. of Deck -Air Needed)
— — — — — — — — — — — — — — —
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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.
LE IM N A R
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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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
R703.6 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTIVI C 1063.
R703.6.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.6.2 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.
R703.6.3 Water-Resisitive Barriers.
Water-resisitive 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 (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.8 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 contructions 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
0 At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code Sth Edition
(2017) Residential R806.
REAR ELEVATION — A 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%
rtion
_011 but no more than 50% of the required ventilation is provided in the upper portion
SCALE: 1/4"=1 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 PLAN"
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
e LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
**Formula: (Sq. Ft. Soffft Needed) x 7 = (Sq. In. Needed)] 9 = (Linear Ft. of DeckAir Needed)
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Residential 6th Edition. Engineers signature and seal is only for
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VERSION No. 42
SHEE7 NO.
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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.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
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 ANSI1UL 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
F�
DUPLEX OUTLET ABOVE COUNTER
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WEATHERPROOF DUPLEX OUTLET
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CLAMP PER 250.50 AND
250.52 OF THE 2014 NEC.
Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO.
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the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineei's 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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200A INDOOR PANEL
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ELECTRICAL CONTRACTOR
NEMA 1
200AMP
10 #12 copperto 20 amp clds
MUST VERIFY WITH THE
_ 01 #10-2 copper to WH
SPECIFICATIONS FOR THE TYPE
- 10 #10-3 copper to Dryer
OF FIXTURE TO BE USED. LIGHT
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0
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150 amp
POWER CO. FEED----_
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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
F37-
DUPLEX CONVENIENCE OUTLET
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F�
DUPLEX OUTLET ABOVE COUNTER
I 11�
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WEATHERPROOF DUPLEX OUTLET
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GROUND FAULT INTERRUPTER DUPLEX OUTLET
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SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
24
FOUR-WAY SWITCH
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CEILING MOUNTED LIGHT FIXTURE
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LED CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
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TRACK LIGHT
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SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
FTq
TELEVISION (OPTIONAL)
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SPEAKER (OPTIONAL)
ROUGH -IN FOR OPT. CEILING FAN
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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.
LENNAR
4600 W. Cypress St, Suite 2001 Tampa, FL 33607
www.LennarTampa.com
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VERSION No. 4w2
SHEET NO.
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ATTIC VENTILATION CALCULATIONS - A
ATTI C VE NTI LATION REQ U I RE D
UPPER VENTILATION PROVIDED
11150 Rule
1/300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
(Must Provide Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft.)
Total
Ventilation
ATTIC
Provided
SPACE
SQ. FT.
Total SQ.
SQ. FT.
SQ. IN. of
by Upper
SQ. IN. of
of vented
IN of
ot
ventilation to
SQ. IN. of
SQ IN of
Ventilators
ventilation
soffit
ventilation
v ented
be provided
Ventilation
' '
Ventilation
(See Elev)
required
needed
required
soffit
by upper
needed
ventilators
Main
23.0
1.0
Floor
2719
2610
373
1305
93
653
483.0
345.0
138.0
(Zone 1)
—NOTE"
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS
REQUIRED BY FBC 6th ED. RESIDENTIAL.
ROOF PLAN - ELEV-A,
SCALE: Y4"=l'-O"
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 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
R703.6 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.6.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.6.2 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,
R703.6.3 Water-Resisitive Barriers.
Water-resisitive 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 (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.8 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 contructions 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 o
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 PLAN**
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
1f not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
9 LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
**Formula: (Sq. Ft, Soffit Needed) x 7 = (Sq. In. Needed) 19 = (Linear Ft. of Deck -Air Needed)
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
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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.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE: Y4"=1`-0"
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
UPPER 1/3 OF SLAB
THICKNESS WHERE
OR FIBERMESH
SHOWN ON
REINF. SEE PLAN.
FOUNDATION PLAN
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QUANTITY
- #5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.O.
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nf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: 3/4" = 1'-0"
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Engineers signature and sea].
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FIL 33607
www.LennarTampa.com
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CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
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SYP
SPF
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1810
9 - 10d x 1 1/2"
HTA20
1615
1585
10 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1615
1585
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600
535
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1
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE
SIDE OF THE TRUSS, WHICH COULD FORCE
THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS USP CIA-7000C
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER,
LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 241,
OC FOR CARPET AREA'S
PROP HIP
DETAIL
2-M MAXIUM SPACING ON VERTICALS OF (6) TRUSS
(+ +)
A III
(B) =;7
(B)
7A
(A)
A I
1%'\—1 OR 2 PLY
CARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ().
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC.
IN
LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
1 OR 2 PLY CARRIER—J —(A)
1/02 �xCONT
INTERSECTIONS.
SPLICING
XC L
LEDGER
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE T-O" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D-1 FOR ROOF FRAMINU DETAILS
1. (2) 12d TOENAILS EACH SIDE OF FLOOR
TRUSS TO WALL OR BEAM BELOW TYP @ INT.
BEARING U.N.O.
ZMAX 2x12 @ 24"o.c. CUT TO SLOPE
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FY TOP
FIELD VERI 7 OF LEDGER
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TYP TOP AND BOTTOM (WOOD)
1/4" X 3-1/2" WS35 WOOD SCREWS
@ EA. TRUSS VERTICAL
SHED ROOF DETAILS
SCALE: 3/4" = 1 '-0"
MAIN FRAMING PLAN — ELEV—A
SCALE: Y4"= V-0"
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Residential 6th Edition, Engineer's 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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UPLIFT CONNECTION CROSS—REFERENCE
1012118
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
HETA20
1810
9 - 10d x 1 1/2"
HTA20
1615
1585
10 - 10d x 1 1/2"
B
HETA1 6
1810
9 - 10d x 1 1/2"
HTA16
1615
1585
10 - 10d x 1 1/2"
C
H2.5A
600
535
10 - 8d
RT7A
670
565
10 - 8d X 1 1/2"
D
H3
455
320
8 - 8d
RT3
610
525
8 - 8d X 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1400
1400
10 - 10d X 1 1/2"
IF
HHETA20
2235
10 - 10d x 1 1/2"
G
H10A
1340
1015
- 1 Od x 1 1/2"
RT16A
1380
1160
9-1 Od X 1 1/2"& 8-1 Od
H
HTT4
3610
3105
.18
5/8" ANCH. /(18) 10dxl-1/2
HTT4
2715
5/8" ANCH. /(20) 1 0dx1 - 112
i
HTT5
4350
3740
5/8"ANCH. 1(26) 1 0dx1 -112"
HTT5
3225
518"ANCH, /(28) 10dxl-1/2
K
HD3B*
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
2345
—
2 - 5/8" DIA. BOLTS
L_
HD58*
4505
3785
5/8" ANCH. 3/4" STUD BOLTS
TDX6
5320
—
2 - 7/8" DIA. BOLTS
M
HD7B*
6645
3/4" STUD BOLTS
TDX10
7845
—
4 - 7/8" DIA. BOLTS
N
LUS26
1165/1070
1005/915
.7/8"ANCH.
8 - 10d x 3"
JUS26
1115/1060**
—
8 -10d
P
HUS26
1550/3335
1335/2820
20 - 16d x 3 1/2"
HUS26
1925/3295
—
(20)16d x 3-1/2"
Q
HUS28
2000/4220
1720/3125
30 - 16d x 3 1/2"
HUS28
2570/4345
—
30d -16d x 3-1/2"
R
MTS12
1000
860
14 - 1 Od x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
MTS16
1000
860
14 - 1 Old x 1 1/2"
MTW16
1195
1 1005
14-1 Od x 1-1 /2"
T
MTS20
1000
860
14 - 1 Od x 1 1/2"
MTW20
1195
1 1005
14-1 Od x 1-1 /2"
U
MGT/MUGT
3140
3140
22 - I Od X (1) 5/8" ATIR W/ 5" EMBED W/ SIMPSON "SET" EPDXY
V
LGT2
2150
1850
(16)16d SINKERS &
(7) 1/4" x 2-1/4"
TITENS
LUGT2
1850
1810
(16)1 Od NAILS AND
(5) 1/4" x 3" WEDGE
BOLTS
HTS 20
1450
1245
24-1 Od X 1 1/2"
HTW20
1530
1285
24-1 Od X 1 1/2"
Spi
585
535
10-10d
SPT22
685
8 - 1 Od
SP2
1065
605
12 - 10d
SPT24
1030
12-10d
HCP2
645
555
12-1 Od X 1 1/2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE
SIDE OF THE TRUSS, WHICH COULD FORCE
THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS USP CIA-7000C
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP
DETAIL
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
(B) IAII
(B)
7AA
(A)
A I III I I I I I
I %\-1 OR 2 PLY
CARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-).
INTERSECTING
POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
H
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
1<-_5
IN
LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
OR 2 PLY CARRIER--J
1�1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS. SPLICING
—(A)
12 x CONT LEDGER
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS
1. (2) 12d TOENAILS EACH SIDE OF FLOOR
TRUSS TO WALL OR BEAM BELOW TYP @ INT.
BEARING U.N.O.
UPPER FRAMING PLAN - ELEV-A
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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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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, 7132" 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
Safe vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
ENVE RIMM
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SCALE = NJ.S.
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GROUT / U = UNFILLED
R = RECESSED
QTY. OF #5
REBAR @ BOTTOM
OF LINTEL CAVITY
EB/1T
00
tNOMINAL.
QUANTITY OF
WIDTH
#5 REBAR AT
TOP
NOMINAL -
HEIGHT
MATERIALS
1. t c precas tels = 3500 psi.
2. fc prestressed finials = 6000 psi.
3 grouted per ASTM C476 f g = 3000 psi wl
4. maximum 3/8" aggregate and 8" to 1 V slump.
5. Concrete masonry units (CMU) per ASTM C90 wl
minimum net area compressive strength = 1900 psi.
6. Rebar per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A51 0.
8. Mortar per ASTM C270 type M or S.
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AS INDICATED
L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL, (SEE LINTEL PLAN FOR SCHEDULE)
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for Installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturer's specifications.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
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 finials prior to
applying the cementitiuos coating. See contractor specifications
54" LL 4'-6" LL
5'-10" LL
LINTEL PLAN IN, ELEV-A
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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 sea[.
L E N N A R
4600 W. Cypress St, Suite 2001 Tampa, FL 33607
www.LennarTampa.com
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DATE 10/2/2018
TECH: MJAMES
VERSION No' 42
SHEE7 NO.
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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 NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
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)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR
CATEGORY I OR CATEGORY 11 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 24-4NCH(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 X2 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
CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
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 TRI 1 -14.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-13, ASCE 51TMS 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 ed. 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 PCIF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF
2.1.4.
1ST 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.
GARAGELOADS: 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.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC WIO 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 ad. (2017),
AND CONDUCTED BASED ON A140 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 L/480TIMES 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 Y2"
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-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.
CONCRETETYPE
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
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
CRITERIA.
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
31/2" MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
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
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURALLUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
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
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP I OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
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
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2007, BCS1
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 7/8" OVER METAL LATH. FIRST
2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK
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:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS ANDTIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
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.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.C. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
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 ed. (2017), RESIDENTIAL SECTION
R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION m
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 provid6d.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s
,Trinkler systems including all risers and
E
spray hea s shall not be installed within V-121" 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 traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
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 rqinfpll occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - C� and mortar along the foundation perimeter
increte overpg
)I
must be removed be ore exterior soi treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within T-O" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier 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
b 'a licensed pest control company before a certificate of occupancy will be issued.
T�� 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.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -
"C" (FBC-R R301)
INTERNAL PRESSURE COEFFICIENT=
0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 6-101"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
140 MPH
+ 29.7 PSF / -39�6 PSF (END) U.N.O.
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
CONSTRUCTION
GARAGE DOORS (V = 140
MPH)
TYPE: 5B
SINGLE 9x7
+26.3 PSF / -29.8 PSF
DOUBLE 160
+25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1J/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/81,
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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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
Engineer's signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 10/2/2018
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2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24 O.C.
164"
(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
. .
. . . . . . . . . . . .
. . . . . . . . . . . .. +
+
. . . . . . . . . .
9-
. . . . . . . . . . . . + +
+ +
. . . zo . .
. . . . . . . . . . . . +
+ 4
. . . . . . . . . . . .
. . . . . . . . . . . . . � +
+ +
+
+ 1-01, (TYP.)
6'-0"
6-0"
+ 4
+
+ +
+ + +
+ +
+ +
+
+
+ <_�
+ 4
+ +
+ +
+ + ___t1+
+ 15/32" CDX
M + 4
<
l -4-
+ +
+
+ + + + PLYWOOD OR
+ +
1�1_ +
7/16" OSB
+ 4
+ +
. . . .
+ +
+ +
-4- . .
+ + + + Z
. . . . . . . . . +
+ 4[+�+,+
+ + .
. . . . . . . . . .
L_+_ +
+ + -4-Fv_
+
\—RIDGE LINE
140 MPH
(ult)3 SECOND GUST EXPOSURE "C" WIND ZONE
140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
8d RING SHANK NAILS @ 6" O.C. &
+ 4" O.C. @ GABLE END WALL OR GABLE TRUSS
8d RING SHANK NAILS @ 6" O.C. EDGES &
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: 1� 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.
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Series
Thickness
Filler Block Thickness
3/4" or 7/8"
5000s 1.811.7
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 CONS
(Not required if both IoE
Filler
1/8" gap
FILL CELL
LLJ
STD. 90'
CONT. #5 HOOK
BAR
STD. 900 HOOK
BOND BEAM
SIMPSON MGT
r
w/ (22) 10d
NAILS TYP. �GIRDERTRUSS
CONT. #5
BAR 2X TOP PLATE
5181
THRU
#5 CONT.
BOLT
FROM
FOUNDATION
TO HIGHEST
__1 BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
PLYWOOD FLOOR
SEE PLAN FOR REQ'D
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts fro
STUDS
above to bearing below.
SECTION @ INT. BRIG. WALL
N.T.S.
1/8" min * Small 2" min.
2" max gap
"
.
4
max.
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
ght fit
2) Block solid between joists for full length of span. T!
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/Plywood/OSB web stiffen in.
4) Place joists together and nail from each side with 2 rows of 1 Old nails
4"
Web Stiffener Fastener Schedule
Joist Bearing ocation I
Series Depth � End Intermediate
BCI 1000sp
9-1/2"
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d I
@
BCI 6000s
BC1 6500suR
9-1/2"
-1-1-7/8'
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 60sP
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
11-7/8"
3-16d
3-16d
14"
5-16d
5-16d
d
6-16d
2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or
max. 16" 6-16
OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with side nailing.
- Hangers with sides not containing
top flange of joist. WEB STIFFENER
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. hi
her thnn 1rrnlh
SQUASH BLOCKS AT INTERIOR
BEARING
Verfical load transfer 1900 plf max along load bearing wall.
Load bearing wall must stack
L'
*Non -stacking walls
0
over squash=20 blocks and
require additional
wall or beam below.*
w
k
consideration. Chec,,4
local building
_f
code for appropriate
details in
One 10d box
areas=20 of high
or=20 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
0
Glulam Beam
NO HOLES (EXCEPT
KNOCKOUTS) ALLOWED
IN BEARING ZONES ---x
DO NOT cut, notch
or drill flanges
BLOCKING PANEL, INTERIOR
Boise Joist Blocking Vertical load transfer =1 900 pif max. along bearing wall
Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing
Load bearing walls 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.* Joist
Lv""
loc
When joists meet over wall, provide n ffset
I -Joist Tcanbe offset
R 13/4" minimum bearing for each. �e
. _J�
up to 3" to avoid
vertical plumbing
L
3" max
JOISTS OFFSET
N.T.S.
1-� Provide adequate bearing Use 1 0dx3" nails at 6"o.c. for all joist
for each lapped joist.
blocking panel *Non -stacking walls
10d nails require additional consideration.
SECTION INT. BRG. WALL
—
N.T.S.
MINIMUM SPACING 2x GREATEST
D DIMENSION OF LARGEST HOLE
NOCK
I (see table below) OUT EXEMPTS) D
(see table below)
ME t
PIP --
BE CUT ANYWHERE IN 6 CANTILE LARGER THAN 1)/2"
1711, "
THE WEB. PROVIDE AT ROUND IN
6- A %" ROUND HOLE MAY VER DO NOT CUT HOLES
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
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.
A
I.0
SIMPSC
w/ (22) -
NAILS I
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
AIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)FFASTENERS
TYPICAL SIMPSON HETA20
HETAL20 INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.) —ILI J=--_ I I l;-_ I I —
Nail with 10- 1 Od nails.
Install tight to top flange.
SLEEVE THRU STEM
>�>_� SEE PLAN FOR
FOUNDATION INFO 4
I
-M
,R
0
STEM FOUNDATION
Nail with
10-10dnaits.
Filler block.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4%2" gap
Backer Block I
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be fight
to bottom of top flange with to top of bottom flange with
11/4%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
7
0 6 X Joist
epth
D d
I -JOISTS BUCKETS
N.T.S.
GRADE
REINF. SEE PLAN
(2) #5 REBAR
'LAIC CHASE �4-PVC�
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON HETA20 HETAL20
INSTALLATION @ MID SPAN
SIMPSON H10A 0
wl (18) 1 Od x 11/2"
NAILS
UPLIFT = 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H 1 OA
(WHEN
REQUIRED)
PLUMBING LINE
PVC OR SCH40 SLEEVE
12" BELOW PIPE VERTICAL THRU FND.
GRADE
PVC 0
R SCH40 SLEEVE
TOP (2) #5's X 4'-0"
@ PIP
PENETRATION
E
I
CENETERED E PLUMBING LIN
L
4 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
AV. A .
. 4
4
SEE FND. PLN.
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To the best of the Engineers knowledge, inflormation a d belief,
the structural plans and specifications conta ned withinthese
drawings comply with the 2017 Flodda Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages beanng
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 10/2/2018
TECH: MJAMES
VERSION N
0' 42
SHEE7 NO.
SN 1
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.
12
(TYP.) VARIE
I S
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
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL_j
NAILER
STD. 90-HOOK (SEE DETAIL
(1) LAYER TYPE 11 (#30)
UNDERLAYMENT FOR ROOF
PITCH > 4:12
(2) LAYERS TYPE I OR TYPE 11
(#15 OR #30) UNDERLAYMENT
FOR ROOF PITCH 4:12 OR LE , SS.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O.
HURRICANE ANCHOR @ EACH
TRUSS (SEE UPLIFT SCHED.) W/
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT.
SN1 ELEV. VARIESAilk
ALUMINUM DRIP
EDGE
ALUMINUM FASCIA
2x SUB FASCIA
SEE SOFFIT
SHEET
8"x8"X1 6" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
8" C.M.U. TYPICAL
FYPE "S" MORTAR
FINISH
1x2 PT WD FURRING @ 24" O.C.-/
1/2" GYPSUM WALLBOARD
(1) #5 VERT. IN FILL
U.N.O.
CELLS(SEE
FOUNDATION PLAN
0
-0
FOR LOCATIONS)
2
1x4 P.T. BASE NAILER
2�
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
C14
r-
MIN. 2500 PSI CONIC. SLAB
CY),
AT GARAGE CONTRACTOR
LO
MIN PSI MAY VARY PER
U)
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
co
CONCRETE SLAB W/ IXI
/--NOTE:EXTEND
W1AXW1.4 WWF OR
"FIBERMESH"
DECO FINISH 4" to 6"
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MODIFIED PROCTOR
ASTM D1557)
3"
MIN. CLR.
(2) #5 REBAR CONT .
ON 3" CHAIRS TYP.
11-41'
STD. 90 HOOK (SEE
U.N.O.
DETAIL)
TYPICAL
WALL SECTION
SCALE: 3/4" = V-101"
OPT: DEPRESS SLAB 5Y2"
E
DEEP AND 6" BEYOND -
�S!
2
DOOR TO RECEIVE
E
PAVERS / DRIVEWAY
CONCRETE SLAB
PAVERS--,,
I.%
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BLOCK WALL BEYOND
141f
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:14" ;0
A.
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SEE A/S3 OR J/S6 1111 Iz.
LFI I LLF
FOR REINF. INFO. MIN. CLEARANCE
1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1'.8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\,L3
ADDITIONAL INFORMATION.
2x #2 SPF STUDS -
@ 16" O.C. W/ (2)
16d TOENAILS T & B
2x P.T. PLATE--\
(2) #5 CONT. ON 3"
CHAIRS I
IN
%LATF-1 AIV-11i -NIIII
(1) ROW 2x BLOCKING @ MID
HGT. FOR WALL HGT. :5 8'-6". (2)
ROWS 2x BLOCKING @ 3rd FITS
FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE E
6 x 6 W1.4 x WIA
WWF OR FIBERMESH
9
1 8" 1 _'1w --- - --- L ... K
TYPICAL INTERIOR BEARING
WALL W/OUT UPLIFT G
SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � �S3
FOR ADDITIONAL SLAB
INFORMATION.
_7v�_ _-0- _70-
64 -V _15;zl
75;zI
5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR Y8" GYP. TYPE "X"@ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
ABOVE) 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/
G
ST
yp
BIT
R
T
E
Y
B
N
L
P
G
E
T
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R
H
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R
L,
OT
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@ B
OM EA
SE
CO
TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
8"x8"x1 6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW
3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
(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 LT @ 0 C W/ __ U.N.O.
y SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/
ROW 2x BLOCKING @ MID HGT. FOR
EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-1
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'WEDGE ANCHOR NSULATION 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 ONLY"
SLAB & BLOCK IMPSON SP1 w/ (10) 1 Od NAILS SIMPSON SP1 w/ (10) 1 Od NAILS
5/8"' x 10" "J" BOLT @ 24" O.C, W/ IF NOTED, THIS REFERS TO THE
2"Ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
co ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT N, x P.T. BOTTOM PLATE
1 OR 5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALL
yp V'
214Ca
CHOR
ONLY"
THE S
)N AND
L NOT
OIL x 6 W1.4 x W1.4 6 1.4
A. F. F. O.C.) 2" ATTACHMENTS //211 V
WWF OR FIBERMESH WWF OR' FIBERMESH
I;
3 1/2" M IN. 3 1/2" MIN.
"I IV,
ELEV. _0'_3 1/2" 9
4 AF\
4 1 ",w u A
4 A.F.F. 0 r r1l.
2x4 CONT�/ I I
L.L /7(,,Iin All
3 1/2"(ml 1/2"(min.) 4
4 , - v A a
z P
00 00
4 C14
3 1/2"( in.). - 4' 3 1/2"(min 4'.
4 -).7
GARAGE DEPTH VARIES <
r; ri r: 1 1 =WEE
4
4
.......... �Z) #0 UUN 1. 1 41' 1'4" 8"
U.N.O. MIN.
GARAGE SLAB AT STEP rB TYPICAL BEARING WALL I STEP I SHEARWALL
SCALE: 3/4"=V-0" 1\13� "SHEAR WALL" SCALE: 3/4"=V-0"
/-2xS.P.F.S DS 1 O.C.
A
=�
2x STUD
LOAD BEARING OR
t
EXTERIOR WALL
81, C.M.U.
1 "x P.T. STUD
- #5 VERT IN FILLED CELL
SEE CC/S3 OR
C14
G/S3 FOR ANCHOR
BOLTINFO.
5/8"x6" J" BOLTS BOLT
(IF NO UP LIFT ON
@ 24" O.C. VERT. OR
WALL SEE GG/S3)
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
*SIMPSON SP1
SPACED EVENLY
w/ (10) 1 Od NAILS
C14
2x P.T. PLATE
TYP.
AS LIMED FINISHED
�GRADE
MONO OR STEMWALL-,,
FOOTING MONO SHOWN
FOR CLARITY
1>
00
. . ... ..
t>
1=::`T1 r-=-:Fl FE I r=T
NOTE:
A
*FOR BEARING WALL
W/ UPLIFT ONLY
11-1 F
FRAME WALL TO C.M.U. WALL CONNECTION
rD
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/411= 1 1-0. �3
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2"
WWF OR FIBERMESH
min.) 4"---,
A.
GRADE
00 -I
I=
11-11 E-7-11 11 -1 F,= I I I- I 11:
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1=1 I 1=1 I F4-=l I I
JI-
-7 (1) 45 REBAR wl OPT.
_It.IIF
IP Al
�SQREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE rL
SCALE: 3/4"=V-0" � S3
C==== BLOCK WALL BEYOND
EXPANSION JOINT -
13"
O.H.D. RECESS
C'4 4'
IVII III 1 4-
=-.g I
V
0?
4"
=119
SEE A/S3 OR J/S6
FOR REINF. INFO.
3" MIN. CLEARANCE
T RY)
_4�: (1 S �RY)
11� 8 (2 ST
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S 3
ADDITIONAL INFORMATION.
1/2" OR7/16" OSB MIN. PLYWOOD SHEATHING -
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" OIC EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
(2) ROWS OF 2x BLOCKING @ THIRD POINTS
5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/161,
PLATE WASHER TYPICAL
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
FIBERMESH
�:E
t. it L I=.-., I I IM I
111�11 - = \ -
6 MIL VAPOR BARRIER 1> I>
A.
P
9.�001 1, �01_0
- �_S_G
10
tZ) 90 UUN 1 8"
U.N.O. MIN.
TYPICAL BEARING WALL @ STEP
2x STUDS @ 16" O/C
INSULATION PER FBC AND ENERGY
FORM SUBMITTED WITH PERMIT NOTE:
APPLICATION SEE SECTION C/S3 FOR
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
LAYERS W/ TOTAL THICKNESS 7/8" OVER ELOW 90 NOOK DETAIL SIMPSON SP1 w/
3RD LAYER 1'18" THICK. @ K.O. BLOCK (10) 10d NAILS
SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD 2x P.T. PLATE
x SPACE ANCHOR
SCALE: 3/4"=V-0"
2X PT PLATE
20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
X
BOLTS 6" MAX FROM
WEEP SCREED INSTALLED
BAR
x
END OF 2" x PLATE
PER MFR INSTRUCTIONS
��#3 OR #4-REINFORCING BAR
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#3 & #4 LAP SPLICE
[GRADE 60 MIN. Fy= 60ksi]
a.
FINISH GRADE 2
25" MIN. LAP [30" MIN. LAP]
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F-_I I F==_�Ll #5 REINFORCING BAR X
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COMP. SOIL. (COMPACTED TO L L L H=_4
- I I- - IFIE1.1-IMI:
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D 1557)
4" V4,
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
P.T. 2x
1/2" GYP. BD.
HOLD GYP. BD.
1/2" FROM SLAB
01-0
CONT. BEAD SEALANT
4 <
INTERIOR
2X STUDS @ 24" O.C. U.N.O.
4 4
3 1/2"
1 1 1
GARAGE
:��Z2"
CONCRETE NAILS W 1 1/2'
GYPSUM WALLBOARD U.N.O.
EMBEDMENT @ 12" O.C.
W/ DRYWALL SCREWS @ 8"O.C.
STAGGERED, FROM BOTTOM
INSULATION PER CHART
PLATE TO CONCRETE
ON FLOOR PLAN
(MIN. SHEAR 180# MIN.
CONT. BEAD SEALANT ---
TENSION 120#)
CONCRETE SLAB-�,.
4
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
C9 E
<
6 MIL VAPOR I 1_17
1-1 1 1�1 I I I I I=
BARRIER
14" 14"1
INTERIOR WALL SLAB STEP NON-BRG . rK
SCALE: 3/4"=V-0" "I S3
36" M I N. LAP [36" M I N. LAP]
101,
-xv-xy x/ \xx/ xxx/,xxx,\xxx Nxx/ \xx/ .x/-,j
�---#6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE REBAR DETAILS rFN�
SCALE: N.T.S. �3
(2) # NT-
ON T'CCOAJJ� S
(TYP'.) 8" V-4"
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
1 Od NAILS TO TRUSS TOP CHORD
FOR TRUSS
AT 24" O.C. MAX.
CONNECTION INFO
SEE PLAN FOR
& LAYOUT DESIGN
TOP OF BEAM
SEE ROOF PLAN
00
(2) HTS20
FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
2)(4 P.T.
PLATE
COLUMN LOCATION
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING
z
ATTACHED PER NAILING
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COLUMN TO PORCH SILL
O.C.
ATTACHMENTS & 18/D1
FOR COLUMN TO BEAM TRIM PER PLAN
0
ATTACHMENTS
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
W/ M IN. (2) #5 VE RTICALS
0
FILLED SOLID (SEE PLAN FOR
0
SIZE AND REINFORCEMENT)
BRICK PAVERS orSLAB PER
COMMUNITY SPECS
0'-0" FIN. FLR./-6k
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TAPERED COLUMN FRAMING �C�Dl 2
SCALE: 3/4" = V-0" \��
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(1) ROW 2x BLOCKING @ MID HGT,
FOR WALL HGT. :� 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
3501 MIN. TENSION 2600#) . g
E
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
C?
81'
TYPICAL INTERIOR BEARING
WALL W/ UPLIFT G�
SCALE: 3/4"=V-0"
VARIES CClAll A- IA11
SEE A/S3/J/S6 -` I _t' 8"
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS (a) S.G.D. rm_"�
SCALE: 3/4"=V-0"
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL
EXTEND FILL CELLS
TO FOUNDATION PAD ZE =zr
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SCALE: N.T.S. S3
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FL
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 seat.
LENNAR
4600 W, Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 10/2/2018
TECH: MJAMES
VERSION NO' 4m2
SHEET NO.
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r— — — — — — — — — — — — — — — — — — — — — — —
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION.
CONNECTION SCREW OFF CAP (3" DIA.)
----,2x DEAD WOOD @ MID FOR CLEAN -OUT
POINT W1 (3) 12d
MIN, EXTENSION FROM
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
.1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
7 5/8" 8" 7 5/8" 8"
v
-SOLID AREAS ARE
TONEAILS SPACED
STEEL AND GROUT
DOUBLE 2x TOP EXTERIOR FACE OF BLOCK
EVENLY F]
WALL IS 1 1/2" MAXIMUM
PLATE INTERIOR
WALL
FACE OF BLOCK WALL IS 2 1/4"
EXTENSION FROM EXTERIOR
HEADER FLUSH TO OUTSIDE OPTION
IF=_1 F�-��
CL, DOOR OPENING - DOOR OPENING
TO DRAIN 0i I
IL
L- - - - - - - - - - - - - - - - - - - - - - -
J JK
OR
3 J/
2
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
---TO BLOCKING
----(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
VARIES
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12 SEE TYPICAL WALL SECTION
(TYP) SEE ELEV. PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2X4 SPF. #2
TOP PLATE
2x S. P. F. STU DS @ 16" 0. 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
F T. STUD W/ (3) 1 Od NAI LS
CRICKET AS REQUIRED
SINGLE 2x CONT, BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
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) 1 Od
NAILS AT EACH STUD
\-BLOCKING (TY P.)
2x P.T. PLATE
OOFTRUSS
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
UPLIFT CONNECTOR (SEE SCHEDULE)
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
MOISTURE BARRIER
1 #5 VERT, IN CONC. FILLED CELL W/
90A
STD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL
DETAIL
7 5/8" 8"
WALL
E
-OUT F1
EXTERIOR
WALL CLEAN rA
SCALE: N.T.S.
v
1 ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL
COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE
SHEETS FOR INSTALLATION INFORMATION BY
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
TYPICAL SECTION THRU WINDO MASONRYLAYOUT
W (B rD
SCALE: N.T.S.
QS4",) � �4
KNOCK -OUT
) #5
BLOCK W1 (1 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
7
4 11
4
7F
STD. 9(fHOOK—/
8`4
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
-
---
NOTES:
I(]) FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
SCALE: N.T.S.
WIDTH OF OPEN ING VARIES 4".
---FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL
LU
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FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
MOUNTING BASE NOT SHOWN
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
FOR CLARITY SEE DETAIL
MOUNTING BASE SHOWN
IN POSITION
K/S4
GARAGE ENTRY FORM DETAIL
SEAT FOR BLOCK IS POURED
2x6 MOUNTING BASE
SCALE: N.T.S.
IN PLACE CONCRETE
GARAGE FLOOR SLAB
8x8xl 6 C.M.U.
GARAGE DOOR TRACK MOUNTING BRACKET
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
GARAGE DOOR ROLLER GARAGE DOOR TRACK
FOR DRAINAGE
CONNECTION ASSEMBLY
GARAGE FLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
2:Ej 4
4
SEE PLAN FOR FOOTING
DIMENSIONS
'BOTTOM OF M
POI IRED CONCRETE BASE FOR UNTING B E
BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
GARAGE ENTRY FINISHED MASONRY DETAIL
rp
SHED FORWARD THIS DRAWING.
SCALE: N.T.S.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
96 3/8"
881,
7
58"
41
34"
101,
63A
3 1/2"-
2x CRIPPLES @
O.C. W/ (2) 12d
16'
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 11/2" AT EA
STUD (USE SP6 FOR
2X6 WALL, USE SP8
FOR 2x8 WALL)
10d NAILS @ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOORL ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFFR I OAD_
2 x 6 P.
J-BOLT
TRACK
BRACKET
FOP
;ARAGE
iOOR
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK � �K
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EAEND
EAEND
EAEND
EAEND
SIMPSON
V- 4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'-91
1 (2)
(3)
(2)
(2)
(1) LSTA 30
9 -16'
(3)
(4)
(2)
(4)
1 (2) LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
-L(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
* EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
"-2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S. � �4
SIMPSON
SIMPSON
SP4 SP2
@ 24" O.C,
2X STUDS
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
12
SEE ELEV.
SIMIf'SON SP2 w/ (12) 1 Od
NAILS AT EACH STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"X4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM C.
926 APPLY 3 LAYERS W/ TOTAL
THICKNESS 7/8" OVER METAL
LATH. FIRST 2 LAYERS 3/8" THICK
EACH. 3RD LAYER 1/8" THICK.
CRICKET AS REQUIRED
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
O/C FIELD
1_-,
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
SIMPSON HETA20 W/ (8) 1 0dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C, MAX) wl MIN. 4' 'EMBEDMENT-
4
IN KO BLOCK AT EA. STUD
MAIN SPAN
ROOFTRUSS
MOISTURE BARRIER
UPLIFT CONNECTOR
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL---- H I
W/ STD. 900 HOOK IN K.O. BLOCK
—MTM—
v
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE
0
PS PN516Z w/ (12) 16d NAILS
TOP O.C. (14
2 ROWS 10d @ 3
SPLICE-7 NAILS TOTAL) EA. SIDE OF
48,, SPLICE STAGGERED
j-10d @ 8" O/C
EXTERIOR S DS
W/ IA� 16d TOENAILS
ATTACH ALL
TU
T6
TO P PLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
AIL
TOP PLATE SPLICE DET rM
SCALE: N.T.S.
SIMPSON
SIMPSON SP4 SP2
x
P.T.
ATE
SIMPSON
SP4
<
TRANSOM FRAMING
SEE SECTION AA/S1
AND BB/Sl FOR
ADDITIONAL DETAILS
SIMPSON
SP2
NAILED INTO
TRANSOM
FRAMING
RECESS
LINTEL
SIMPSON
Spi
SP4
SIMPSON
ON
RECESS Lj SIMPS
LINTEL SP4
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
Spi
SIMPSC
SP4
TRUSS BO
TTOM CHORD OR 2X4
rBLOCKING W/ 2-16d TOE NAILS
EACH END
Uj
1""R 0-
2x TOP PLATE--///
v
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 241,
v
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
FSTAGGERED
FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL i
SCALE: N.T.S.
� �4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
. * # HTT4 w/ (18) 10d NAILS (3610# SPF)
HTT5w/(26) 10d NAILS (4670#SPF)
DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF)
o # HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (2215# SPF)
o
* HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (3285# SPF)
I # HDU5-SDS2.5w/(14)1/4"x2l/2"SDS(4065#SPF)
* HDU8-SDS2.5w/(20)1/4"x2l/2"SDS(5665#SPF)
HDUll-SDS2.5w/(30)1/4"x2l/2"SDS(6865#SPF)
5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8"
EMBEDMENT W/ WASHER & NUT
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.
MIN. 8" EMBEDMENT W/ WASHER NUT
FOR HDU1 1 USE 1" DIA. x 12" EPDXIED A.T.R.
MIN. 8" EMBEDMENT W/ WASHER & NUT
IE
HTT HDU TENSION T rN
SCALE:NTS
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
10d NAILS @ 6"
STAGGERED
-BOLTS @ 24" O.C.
J
MAX
-2X P.T. PLATE
2X8 P.T. BOTTOM PrTE
T
5
/8"X1 0" "J" BOLT @ 24" O.C. MAX.
C
(MIN. (2) PER BOTTOM PLATE) C
SIMPSON
SP4
"
ROOFTRUSSABOVE
2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X 10" J-BOLTS
@ 2-0" O.C.
-MASONRY WALL
10d NAILS@ 4
10d NAILS @ 6" O.C.
A
STAGGERED STAGGERED
TRANSOM FRAMING
0 0 BEYOND.
- - - - -
-PLYWOOD FASTENED TO TRUSSES
L PLYWOOD
WITH 8d COMMON WIRE NAILS @ 4"
O/C BOUNDARIES 6" O/C EDGES SHEATHING
0 1
& 8" O/C FIELD
9 SIMPSON SP4 w/ (6) 10d x 1 12"
—PLYWOOD
(USE SP6 FOR 2x6 WALL, USE
SP8 FOR 2x8 WALL) SHEATHING
SIMPSON SP2 w/ (12) 10d NAILS MASONRY--
SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW o1_5/8"X10%-BOLTS@24"O.C.
MAX. (MIN. (2) PER BOTTOM
2X8 P.T. BOTTOM
PLATE
MAX.
(MIN. (2) PER BOTTOM PLATE)
5/8"X1 0" "J" BOLTS @ 24" O.C.
PLATE)
ALTERNATE:
N17-
5/8" DIA, ATR EPDXIED
MIN. 6" INTO BOND BEAM
FRAMING DETAILS ABOVE ENTRY rR
@ 24" O.C.
SCALE: N.T.S.
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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 Florda Building Code -
Residential 6th Edition. Engineer's signature and seal is only for
thestructu I engineering portions of the drawing pages bearing
ra
Engineers signature and seal.
LE N NAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE AS'
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VERSION N
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SHEET NO.
S4
-----------------------
SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H 1 OA wl (18) BACKNAIL w/ (2) 16d NAILS _\ SIMPSON H10Aw/(18) SIMPSON SP4 w/ (6) 10d x
A. 2
nHTI r)rWPD OUTLOOKER CDA C:r)D ') A IAIAI I HQC: 1 n,4 I IV- A-r E: A
I NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 112" AT E "x4" SEE STRUCTURAL NOTES 1 Old x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A wl (18)
1 SHEATHING DETAIL
TOPCHORD
—
@ 24" O.C.
4
NAILING SCHEDULE FOR OUTLOOKER
ANU IWAILINU OUMMIJULM
@ 24" O.C.
—
SHEATHING DETAIL
FOR SHEATHING DETAIL
BLOCKING FOR17x.
x
x ".?
�'
N
FIRST FOUR
x
I ROWSOF
45'
j24" MAX. ]
TOP CORD BLOCKING
-
45'±
41'±
2X4 CONT"L" BRACE
TOP CORD BLOC 'NG
TRUSSES @
SIMPSON IH10A w/ (18)
FOR FIRST FOUR
FASTENED W/ (2) 10d 3"
FOR FIRST FOUR ROWS
EDGES OF
2x4 CRO§S BRACE
10d x 112" @ EA.
ROWS OF TRUSSES @
AT 24" O/C. CMID HEIGHT
OF TRUSSES @ EDGES
SHEATHING
APPROX. 8" FROM
OUTLOOKER
EDGES OF
OF SHEATHING TYPICAL
I TYPICAL @
RIDGE FASTENED AT
BRACE TO EXTEND
SHEATHING TYP.
2X4 KICKER
X4 K KERN
x
48" O.C.
EACHJOINTW/(3) 10d
/--"L"
@ 8'_O��O/C .
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
1 MAX.
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
I
I
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
I
I
2x6 P.T.
GABLETRUSS
RIDGE FASTENED AT
SIMPSON H2.5A wl (10) 8d
I
SILL
1/2" CDX PLYWOOD OR
r
EACHJOINTW/(2) 10d
FROM LEDGER TO
7/16" OSB SHEATHING
& (2)10d TOE NAILS @
BLOCKING
— — — — — — — — — — — — — — — — — — — — — — — - i
A=Arucr,% iqi I AA
EA.END
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(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING & (i
1/4"x2 3/4"
TITEN TO CMU
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 1 /2" CDX PLYWOOD OR 7/16"
1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED I
tJ I 'OENAI S 7 w/ 10d NAILS @ 6" O.C. I
INTO 2"X6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @
T SS
2x4 '70N T6P OF PAN )CO" EDGES AND 12" O.C. FIELD
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 1" BRACE HERE ROWS OF TRUSSES FRO
@ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. EA. END TYP. TOP &
7 MOISTURE BARRIER WEEPSCREED BOTTOM ATTACHED w/ (2
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. 16d TOENAILS
I_. _ T 1 0
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
1 Odxl 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 O.C. MAX) w/ MIN. 4" GABLE WEB
WEB, USE MSTAM36 w/ (7) SECTION EMBEDMENT IN KO BLOCK SECTION r2
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S.
TITEN ON OUTSIDE � �5 SCALE: N.T.S. �5
AL DArVKIAli 1A11 ') 1r.4 KlAll Q SIMPSON H10A w/ (18)
A
SP8 FOR 2x8 WALL)
SEE STRUCTURAL NOTES 0 A
UTLOOKER
AND NAILING SCHEDULE
2x4 OUTLOOKER
F @ 24" O/C
2x4 OUTLOOKER @ 24"
24" MAX. O.C. (OPTIONAL - SEE
x
BLOCKING FOR
ELEVATIONS)
FIRST FOUR ROWS
DOUBLE TOP PLATE
OF TRUSSES @
x SS BRACE APPROX. 8"
2"x4" CROSS BRACE
24" MAX.
EDGES OF
FROM RIDGE FASTENED AT
APPROX. 8" FROM
.
SHEATHING TYP.
EACH JOINT W/ (2) 1 Od & (2) 1 Od
RIDGE FASTENED AT
r"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
S
ATTACHED w/ 1 Od NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6" O.C. EDGES AND 12"
N-V
AND 12" O.C. FIELD
END TYP. TOP &
O.C. FIELD
(2) 16d NAILS
BOTTOM ATTACHED
48"3
""-2x BLOCKING
W/ (2) 16d TOENAILS
- - -
,-2x4 "T" ON TOP OF PANEL
co
pq
M BLOCKING, FASTEN WITH
M
2x4 "T" ON TOP OF PANEL
SIMPSON HGA1 OKT w/ (4) 1/4"xl 112"
1 Odx3" @ 4" OIC
BLOCKING, FASTEN WITH
SDS SCREWS TO TRUSS & (4) 1/4"x3..
4
10dx3" @ 4" O/C
SDS SCREWS TO PLATES AT 36" O.C.
SIMPSON SP2 w/ (12) 10d
9YA I I=nr.PP thAATr.H Pr)TTn&A
NAILS AT EACH STUD
DBL. TOP PLATE
CHORD SLOPE OF ADJACENT
TRUSS) STUD WALL (SEE TYP. SEC.)
SECTION SECTION r4
SCALE: N.T.S. SCALE: N.T.S.
-REFER TO DETAIL J
k /
1 Od x 1 12" AT EA. 2x4 OUTLOOKER
ON SHEET S5 FOR
SEE STRUCTURAL—
OUTLOOKER F @ 24" O/C
X-BRACING, AND TOP
CO
NOTES AND NAILING
TOPCORD
CHORD BLOCKING
x
SCHEDULE FOR
BLOCKING FOR
INFORMATION
co
Co
SHEATHING DETAIL
FIRST FOUR ROWS
OF TRUSSES @
1 1 1,
2
2"x4" CROSS BRACE
24" MAX.
EDGES OF
-WOODTRUSSES
00
00
APPROX. 8" FROM
SHEATHING TYP.
RIDGE FASTENED AT
1" BRACE TO EXTEND
-2x4 RAT RUN BRACING
2"'
EACH JOINT W/ (2)
ro,
AT LEAST 90% OF WEB
AT 24" O.C. ON TOP OF
1
10d & (2) 10d TOE
LENGTH (SEE TABLE)
BOTT. CHORD FOR 4
TRUSS SPANS
NAILS @ EA. END
GABLE TRUSS
ATTACHED W/ 2 - 16d
2x4 PANEL BLOCKING
/�1/2" CDX PLYWOOD OR 7/16"
ATTACHED
AT EA. TRUSS JOINT
(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
@ 48" O/C FOR THE
f,
(2) L16d NAILS--\
OSB SHEATHING
W/ 1 Od NAILS @ 6" O.C.
- 2x4 BLOCKING @ 24"
OF STAGGERED 10d COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIRE NAILS
STAGGERED 30d COMMON WIRE NAILS
FIRST (4) ROWS OF
TRUSSES FROM EA.
11 ES AND 12" O.C. FIELD
O/C w/ (2) 16d
(D = 0. 148", L = 3") OR EQUAL
(D = 0.207", L = 4 1/2") OR EQUAL
(D = 0.207", L = 4 1/2") OR EQUAL
END TYP. TOP &
f.
r-_
/,,—JACK TRUSS
TOENAILS @ EA. END
NOTES:
BOTTOM ATTACHED
SEE PLAN FOR
11 ADJACENT NAILS ARE DRIVEN FROM C)PPr)_qlTP -qlnP.(Q 41 FOR 4-PLY PROVIDE 1/4" DIA x 5 1/2" LAG SCREWS OR EQUAL
w/ 12116d TOENAILS
CONNECTION
MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-7
OF THE LAST LAMINATION (bPAUL Ab SHOWN 1-Uh 3-FLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/
1 Odx3" @ 4" O/C (2) 12d TOENAILS
EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARING LOCATION KD"� B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: 3/4" = V-0" � S5 ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8 � 6tU I IUN
2"x4" OUTLOOKER @ 24" -
O.C. W/ (2) 10d PER JOINT
IINIMUM 2x
:ROSS BRACING 4=�
3EE PLAN FOR
OCATIONS) 1 Odx3" O/C
TOENAIL 6" O/C
W/ (2) 16d TYPICAL
(2) 16d PER NAILS
JOINT
L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL (*�J
SCALE: N.T.S. � S5
.W,
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
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
SCALE: N.T.S. \\'15�
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" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od
WOOD TRUSSES TOE NAILS AT EACH END @
1 24" O/C (TYP)
I v 0
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-BRACING w/ (3) 1 Od x 3" AT
SIMPSON HGAM10KTAw/(4) e EACH CONN. @ 24" O/C
-MOISTURE BARRIER
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"x2 3/4" \_BONDBEAM
TITEN TO CMU
ot-__ MASONRY WALL
2X4 BLOCKING—,,,,,, --2x4 "T" BLOCKING
@ 48' O.C. 16d NAIL
1" BRACE
ATTACHED W/
1 Od NAILS @j4)�'
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DET L r5
SCALE: N.T.S. S5
2X4 "T" BLOCKING
2x4 BLOCKING @ N,
48" O.C.
1" BRACE ATTACHED 16d NAIL
W1 10d NAILS @ 4" O.�N dy
TYPICAL FT-F--"
GABLE TRUSS WEB —/
SINGLE 1" BRACING DETAILr6
SCALE: N.T.S. � S5
DIAPHRAGM
BLOCKING @
48" O/C r_77T7T,.,—GABLE TRUSS
ttll TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACEr7
AS PER HIB 91 SCALE: N.T.S. �, �5_
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
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EXT. WALL CONN. 0 NON - LOAD
BEARING LOCATIO (UNEVEN CLG.) rE
SEE TYP. WALL SECTION FOR SCALE: N. S5
ADDITIONAL INFORMATION.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0'0" - T-O"
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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS
I— __ __' . 1 11 1 1... -1 -------- I—
GABLE END BRACING DETAIL SCALE: 3/4"=V-9'
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
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STUD
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1) SEE TRUSS MANUFACTURERS 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
� a: I
/TOP & BOT70M 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) 1 Od 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 Engineer's knowledge, infornnation 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 2001 Tampa, FL 33607
wwlennaffampaxom
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DATE: 10/2/2018
TECH: MIAMES
VERSION No' 4m2
SHEET NO.
S5
- - -------------- - -------
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r__
C14
C14
rl*)
E!
0
-2:
'81
C'4
r— — — — — — — — — — — — — — — — — — — — — — —
L— — — — — — — — — — — — — — — — — — — — — — —
(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12
(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
ROOF PITCH 4:12 OR LESS.
12
PRE ENGINEERED
WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS
O.C. MAX.
SHINGLE ROO
SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905]
INSULATIO
BAFFLE
15/32" CDX PLYWOOD OR 7/16"
O.S.B. (SEE ROOF NAILING
INSULATION P
SCHEDULE ON SHT SN1)
CHART ON FLOOR
PLAN
C�2 C-) C-) (-)
ALUMINUM DRIP EDGE
(_j (_-) Q-) Q-) (_ 1
/ — ALUMINUM FASCIA
5/8" OR 1/2" HIGH STRENGTH CEILING
2x SUB FASCIA
BOARD PER CODE W1 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
SEE SOFFIT SHEET
CEILING & 8" O/C WALLS
ATTACHED WALL SHEATHING TO
112" GYP WB
(2) TOP PLATE W/ 8d @ 4"
DOUBLE 2X S.P.F. TOP PLATE
O.C., 2 ROWS
1 X2 NAILER
PLYWOOD SHEATHING
2X BLOCKING @ EA. WALL
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
U)
FOR MORE INFO
16" O.C. 2X S.P.F. STUDS
LU
U.1
W/ (4) 16d TOENAILS TO TOP PLATE
0 U)
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
2x BOT. PLATE W/ (2) 10d @ 6" O.C.
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
N A ED W' 'd
' L
LU
UJ
LAYER 1/8"THICK.
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
C 'EL D
LL
M
INSULATION PER
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB
2 -M -W OSB
CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6- O/C
d COMMON @ 6. O/C
TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000
FOR AN AREA :5 1000
(�B �R
SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
E T TI
NA IRA ON AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEI;,.-
THE CON CEALE
S6 S6
���S6
,)E
SPACE INTO APPROX. EQUAL AREAS.
,;
FLOOR SYSTEM
STEM
E
ETAL SEAT
�PEIR PLAN 0 1
1
R
OR FELT
PAPER FOR
MOISTURE
BARRIER
1/2" HIGH STRENGTH OR 5/8" GYP WEI (OR 5/8"
GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
1/2" GYP WB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
STD. 90 TiOOK (SEE DETAIL)
Fx8"X16" CONC. KNOCKOUT
BLK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
00
UJ
0 4"x4" INSPECTION PORT AT
FL
EACH FILL CELL TYPICAL
U)
E
1x WD FURRING @ 24" 0.
LU
0- AT GARAGE CONTRACTOR
BASEBOARD
U") TO CUT BLOCK OR POUR
C"I
E
MIN. 2500 PSI CONIC. SLAB
CURB DUE TO SLOPE
0
MIN. PSI MAY VARY PER
NOTE: EXTEND DECO FINISH
MUNICIPALITY
4"to 6" BELOW GRADE
4
E A
/FINISH
.0
f2
1—,;:, -�A
44
GRADE 00
lr=
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E!
A
;
00
0
I lei
E-1 I
6X6 W1.4xW1.4 =�l I 1
9
WWF OR FIBERMESH
A
_ .
@;A
�j\
00
:4
�,:N
\—STD. 90 *HOOK
(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL)
W/3" MIN. CLEARANCE
TYP 2-STORY WALL SECTION
SCALE /4"=V-0" S6
SIMPSON LSTA24 STRAP wt (8) 1 Od x 1 1/2" NAILS TO
2nd FLO
BEAM/GI
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2"
NAILS TO STUD & (8) 10d x 11/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL ------
*SIMPSCIN LTP4 W/
(12) 8d x1 1/2" NAILS
@ 24" O.C.
1 st FLOOR WALL—
SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1 ST FLR.
UPLIFT CAP = 928 PLIF
SHEAR CAP = 355 PLF
SEE JIS6 FOR ADDITIONAL INFORMATION.
FLOOR TRUSS
SCALE: N.T.S.
SCALE: N.T.S.
SPACER
BLOCKS
FEND SHEATHING TO
)F BEAM OR GIRDER
�TE W/
O.C.
)OR TRUSSMOIST
2"x BOT. PLATE W/
(2) 10d @ 6" O.C.
NOTES: USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
"T' CORNER
TYPICAL "T" AND CORNER
DETAILS rN
SCALE: N.T.S.
2ND FLOOR FRAMING - SEE
SECTION JIS6
DECKING
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" OIC, 2 ROWS STAGGERED
—FLOOR TRUSS SEE FRAMING PLAN
WEEP SCREED
SEE FRAMING
i
PLAN
INSTALLED PER MANUF.
2"X4" CROSS BRACE 48" __F SIMPSON HETA20 W/ (8) 1 Odxl 1/2"
NAILS @ 24" O.C. INTO TRUSS
IN KO BLOCK
O/C FOR THE 1 ST 2'-0" OF
END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT
END INTO 2"X4" BLOCKING
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS@ 1
2"x BOT, PLATE
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUSIC
FLOOR CONNECTION
@ MASONRY 1ST FLR. SEE J/S6
FOR ADDITIONAL INFORMATION.
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
O.C., 2 ROWS STAGGERED
W/ 8d @ 4
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEPSCREED
SIMPSON HETA20 W/ (8) 1 0dx1 1/2"
INSTALLED PER. MANUF.
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO BLOCK
SCALE: 3/4"=V-0"
RIBBONS
DETAIL (FLOOR TRUSS)
SCALE: 1 1/2"=V-0"
NOTE: SEE TYPICAL WALL
SEE SHEATHING
SECTION C/S3 FOR
SPECS ON FLOOR
ADDITIONAL INFORMATION
1/2" GYP W.B. MIN.@
(1) ROW OF 2x BLOCKING @ MID
GARAGE SIDE IF APPLICABLE
HGT. FOR WALL HGT. 5 F-15". (2)
ROWS OF 2X BLOCKING @ 3rd
5/8"DIA. x 10" "J" BOLT W/ 8"
PTS FOR WALL HGT. > 8'-6"
EMBEDMENT @ 24" O.C. W/
SIMPSON SP1 W/ (10) 10d
2"DIA.X 3/16" PLATE WASHER
NAILS AT EA. STUD
(MIN, SHEAR 3500#. MIN.
2 x STUDS @ 16" O.C.
TYPICAL TENSION 2600#.)
2X P.T. PLATE
6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
4--- - - - - - - 7-
731, - -W _7 7
7 7
A
Z. -I.. A
4.,
A
0 0 A
CHAIR W/ 3" MIN.
—8 V-8" 8"
—11 �TT p rFrI 1 (3) #5 CONT. ON 3"
CLEARANCE
INTERIOR 2-STORY FRAME SECTION rs
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0"
ADDITIONAL SLAB INFORMATION. �,S6
15132- OSB
EXPOSURE1
SHEATHING
PROVIDE
BLOCKING AS
REQUIRED PER
SECTION X-X IF
NOT FULL
HEIGHT SHEET
(2)- 2x TOP PLATE
BEYOND
15/32" OSB
EXPOSURE1
F
SHEATHING ul
W
=
')OLID2x
�LOCKING @ ALL 91
C
SHEATHING 0
tt
E GES(SEE U)
OPENING
SDECTION X-X)
W
CL 0
Fr Lij
----
7x
E
w
—2x STUDS LLI
=
BEYOND. U)
s EE PLAN 0
n
0
U)
FLOOR IM
17-77 \-2x4 P.T. BASE
2x RIBBON OR--""' VERTICAL HORIZONTAL PLATE BEYOND
SEE PLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM IAIAI I r-1 r11A-r1^k1 M1Ar%r'%ARA
4 FT.
4 FT.
2
2
5 FT.
4 FT.
5 FT.
4 FT.
2 2
FT.
4 FT.
4 FT
ROOF NAILING ZONE DIAGRAM
ROOF NAILING SCHEDULE
:
NAILING ZONES (SHINGLE AND
a
uj
-j
ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
W
ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6'0.0 IN FIELD
z
ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O�C IN FIELD
K
(NOTE: IF518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING
U.
0
SHANK NAILS)
w
NOTE:
U)
ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD
1W 0
(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16
ioU L-L x r OF
SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH
[It � 0 0 C0
0 W 03 � n
PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO
U)
_2 LL cr
K LU LL
STUD AND OR BLOCKING AT ALL EDGES.
0
IN uj 0
2:
U)
A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES
AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT
t,
PENETRATE SURFACE MORE THAN 1/8"
.. 38
3/8' "S" = NAIL
SPACING
S 3/4" S 112"
S S;
V S
NAIL AT BASE 2 ROWS @ 4" O.C. W/8c! COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4" D.C. W/8d COMMON NAIL
@
NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL
@
NAIL INT. AT 3" O.C. W/8d COMMON NAIL
STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
W18d COMMON NAIL
SHEATHING SPLICES @ HEADER - NAIL SHEATHINGTO HEADER
W/ 8d COMMON NAILS @ 4" O,C.
(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL
MEMBER IF GABLE END
NOTE:
8d
NAILS FOR WALL SHEATHING MUST BE MIN, 131"X 2 1/2"
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8".
AT ALL PANEL BLOCKING
LOCATIONS MIN 2 X 4 #2 SPF
TURNED VERTICAL W1 7116"
OSB FLITCH PLATE TO W/ (2)
12d TOENAILS EA. END. NAIL
FLITCH PLATE TO VERTICAL
W/ (4) 8d NAILS
(2 8d NAILS @ T' O C
.
.
STAGGERED
WALL SHEATHING INSTALL.
rc
SECTION Xj
& NAILING SCHED.
2mROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
2x CRIPPLES @
2"x`10" OR GREATER HEADER
16" O.C. W/ (2) 12d
TOENAILS TIB
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
1 Od NAILS @
8" O/C TYP.
BOX HEADER (1) 2x SILL PLATE W/ (2)
ONLY 12d TOENAILS
DOUBLE 2x
e EXTERIOR HEADERS:
D
CRIPPLE STUD
(1) 2x SILL PLATE W/ (2)
TYPICAL (U.N.O.
.0.)
12d TOENAILS
* OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
0
0
SEE PLAN FOR REQUIRED
CONNECTIONS
LOAD BEAR I NG/EXTERIOR FRAME
WALL HEADER DETAIL
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS
(2) ROWS OF 2x BLOCKING
AT THIRD POINTS
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/ 2"DIA.
x 3/16" PLATE WASHER (MIN.
SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN
1.4xW1.4
SLAB W/ 6x6 W
WWF OR FIBERMESH
4
S
N
A .4
EE1 I JE A
M1 I 5_1 1
A\
(3) # 5 REBAR ON T' CH R 4" V-8"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIMPSON
SIZE
EA END
EA END
EA END
EA END
1'4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'-9'
(2)
(3)
(2)
(2)
(1) LSTA30
(3)
(3)
(2)
(3)
(2)LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS @ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
SIMPSON SP1 W/ (10) 10d NAILS
AT EA, STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
00
FINISH GRADE
00
@WOOD 1 ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION.
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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 Florda Building Code -
Residential 6th Edition. Engineers signature and sea[ is only for
the structural engineering pordons of the drawing pages bearing
Engineer's signature and seal.
L E Iq NAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE AS NOTED
DATE 10/2/2018
TECH: MJAMES
VERSION N
0' 4m2
SHEET NO.
S6
(MONO
M
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C�l
LO
C'4
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0
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LO
—vi 1 1 Ivl� I � t VVI I, I U) I VU I N�lu� E
FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD
PLAN VIEW
SCALE. T = To'
NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUI
NAILED MATCH NOS
OTHER I
\ 6",
z
9-
3/4" RISER CUT TO FIT
2x4 SYP BLOCKING
MAINTAIN BETWEEN 1/4"
FOR STRAP (SIMPSON
AND 1/2" GAP TOP AND
MTS12 w/ (14) 10d x 1
E
BOTTOM, GLUED AND
1/2" NAILS)
NAILED TO STRINGER
C0
2x12 TREAD
GLUED AND
NAILED
0
2 x
DRAFT ST JP
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED\
x8 SYP DRYWALL STOP MUST
INTO FLOOR WITH GLU
NOT TOUCH STRINGERS
STRINGER CONTACT
2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING
POINTS
x4 GLUED AND NAILED TO STRINGER
-z'
FOR DRYWALL SPACING
j^H � SECTION VIEW
SCALE: 1'-0"
M
STRINGER MUST MAKE FUL
CONTACT WITH LANDING
L
6�_
,F A
—ALIGN THIS STUD WITH
FACE OF 2ND RISER
I
SECTION VIEW 111311.
SCALE: 1 V-0" SCALE: 1 V-0"
STRINGER MUST MAKE iALIGN THIS STUD WITH FACE OF 2nd RISER
FULL CONTACT WITH LANDING
I---------------
L
—2x SYP CUT TO FIT
BEARS IN WALL
_--2xl2 SYP
BEARS IN WALLI B
f7zz,
'---2x6 SYP
L
2x4 SYP BLOCKING
2x4 PT NOTCHED INTO STRINGER FOR STRAP
AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 wl
AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS)
2x4 CUT ON BEVEL
DOES NOT BEAR IN
WALL GLUED TO
2X8
F ) SECTION VIEW "A".
2x4 CUT ON BEVEL—'--�r/
DOES NOT BEAR IN
WALL
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
STRINGER SIDE) TO BOTTOM EDGE OF 2x12
—3/4" RISER CUT TO FIT STRINGER
MAINTAIN BETWEEN J"
AND"'GAPTOPAND
BOTTOM, GLUED AND
NAILED TO STRINGER
2X4 BEHIND RISER
BLOCKING FOR
—1x4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO
—2x4 DRAFT RISER AND TREAD
STOP
—2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
I H I I
4-2x4 BLOCKING FOR 2x12 C
r-2x4 PT UNDER 2x12
111,I)i ItInE MOISTUR7E
OV
4 Ari-4 A, I rnmi PROTECTION
LATTACH ALL COMPONENTS
TT
OFSTAIR TO CONC. W/J" X
y ,0.
2 J" TAPCONS @ MAX. 32" O.C.
—ATTACH ALL COMPONENTS 1x4 GLUED AND
OF STAIR TO CONC. W/ T1 " X NAILED TO STRINGER
2 4" TAPCONS @ MAX. 32" O.C.
SECTION VIEW VIC11
SCALE: V= V-0.'
1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
T 0 P
2x8 SYP DRYWALL STOP
1___rMUST NOT TOUCH
2x SYP CUT TO FIT `III STRINGERS G
BEARS IN WALL
2x12 SYP BEARS I ±2x4 BLOCKING FOR 2x12
inithAL--- IN WALL 2x4 PT UNDER 2xl 2
2x6 SYP 2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
2x4 FIT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" NAILS)
AND NAILED TO FLOOR WITH GLUE
AT STRINGER CONTACT POINTS
SECTION VIEW "D"_
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
SCALE: 1 V-0"
PLYWOOD
2x SYP CUT TO FIT
BEARS IN WALL
---2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-10"
RINGER
-2x4 GLUED
AND NAILED
SECTION D-D
-3/4 PLYWOOD
ON DECK
1-2x8 SYP GLUED
AND NAILED TO
FRAMING
2x4 DRAFT 2x12
STOP TREAD
GLUED
AND
2x4 FIT NOTCHED INTO
STRINGER AND TAPCONED\
INTO FLOOR WITH GLUEAT�
STRINGER CONTACT
POINTS
IV
SCALE: 1 " = 1'-0"
'7LFx8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
Llx4/GLUED AND NAILED TO STRINGER
,KOR DRYWALL SPACING
H
*___ -_ -_ — — -_ -- I-,
SECTION VIEW "Ell
SECTION VIEW
SCALE: 4" = v-0.;
SCALE: 1 " = V-10"
-3/4 PLYW(
ON DECK
--2x8 SYP
AND NAI
FRAMIN(
2x4 DRAFT
STOP
2x4 BLOCKI
NOTE: 2x8
DRYWALL STOP
NOT SHOWN
TOP OF
—,/S'TRINGER
CONN. TO BOTT,
OF NEWEL POS I
PER CONTRACT
A
PROVIDE SOLID BLOCKING
ILU"_Jr1 UIr%1JF_r-% BELOW ALL NEWEL POST
2X4 CUT ON OR 1 j x 16" VL FROM JOIST TO JOIST. USE
BEVEL GLUED
AND NAILED TO 2 X 12 BLOCKS, GLUED AND
I k/I NAILED TO JOIST.
NEWEL POST.
SECTION VIEW 11G, BLOCKING
SCALE: 1 " = V-1)" ' SCALE: 1 " = V-0"
SECTION VIEW
SCALE: � = To'�
STAIR CONSTRUCTION DETAILS
(IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED
'WALL JOINT
YWALL TO
/ER JOISTS)
STUD NAILED AND
JED TO TOP PLATE
CUT INTO RIM BAND,
JED AND NAILED TO
kRING WALL BELOW
,L POST LET INTO
LOCK
IDE
<ING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
=LOOR
TRUSSES
WALL JOINT
YWALL TO
/ER JOISTS)
2X STRINAR
2X BdOCKING
SIMPSON MTS12 w/
(14) 1 Od x 1 1/2" AIL
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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 Ronda Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages beahng
Engineer's signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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F I i ail I I. I I T i 1 ;111 1 11L. 1, 1,[1.11,151 halil 1WLIj*k 1;1111111NI�141614� 111 111 11 . I i I I III I I I
DOOR JAMB (REFER 1X4 /2" DRYWALL
F
DOOR JAMB (REFER 1X4 1/2" DRYWALL
F
DOOR JAMB (REFER
TO SHT. SDW2-K1
IA
1 X 4
1/2" DRYWALL
F
TO SHT. SDW2-K1
PT,
P.T.
TO SHT. SDW2-K1
FOR CONN. DETAILS
FOR CONN. DETAILS
FOR CONN. DETAILS
X 4
'ED
r2X8
X 4
3-1/4" LONG X 3/16"0
X4
FURRING
3/16"0 X 3" LONG FURRING
TAPCONS
3/16"0 X 3-1/2" LONG
FURRING
TAPCON. INTO
STAGGERED @ 16"
TAPCONSSTAGGERED
2X8
BLOCK@ SPACING
1"
DETAIL
1X8 P.T.
O.C. 2-ROWS INTO
STAGGERED @ 16" O.C.
2-ROWS INTO
1X8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL
MASONRYTHROUGH
31" DETAIL
1x4 P.T. & 1x8 P.T.
1x8 P.T. & 2x8 P.T.
I x -
3/16" x 3 1/2"
0
A
T TAPCON_@ 16"
P N
Co F R
4 C
O.C. & 4" FROM
0 C
1X4 P.T.— 3/16" x 3 -1/2"
DOOR JAMB (REFER
1/2" DRYWALL
DOOR JAMB (REFER
H N D
EACH END W/ MIN
EA C E
DOOR JAMB (REFER TAPCON
TO SHT. SDW2-K1 FOR
[-1X4
F
TO SHT. SDW2-K1
2 EDGE D IS1
2" EDGE DIST.
TO SHT. SDW2-K1
CONN. DETAIL S
FOR CONN. DETAILS
FOR CONN. DETAILS
2
10d @ 12" O.C.
7/0.C.
1X4
FURRING
'I y
2X8 P.T, WITH 3/16"0 X 3
P T Aq ll�r:r
2x P.T. AS REQ'D
PT
)yp
2X8 P.T.
LONG TAPCONS
STAGGERED @ 16" O.C.
L2X8
2x DETAIL
2 1/4" DETAIL
2-ROWS INTO MASONRY
3-1/411
DETAIL
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS cc
SCALE: N.T.S.
SS
1/4" MAX
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
— — — — — — — — — — — — — — — — — — — — — —
I
— — — — — — — — — — — — — — — — — — — — — —
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL (4) 10d NAILS INTO
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSB
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG.
X4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INSTALL WDW. SCREW ANCHO
INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S.
� �S
17A
Rf
2 x 8 BUCK - CONNECT TO BLOCK
Z-O"
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
EMBEDMENT INTO
/4" MAX Z-O"
BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 10d
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BTW4,,
VERT. BRACES WHEN HGT. OF z;;j
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN O.S.B. ON T14
2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION
LO
04 TO BE INSTALLED
CN
BUILT UP PLWD. BUCK -
C*q 7/16" OSB ARCH PANEL
SCRIBE (NOTCH) BACKSID
TO FIT ARCH CONNECT W/
�2 8d NAILS
'2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
EQUAL
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS
INSTALL WDW, SCREW—
THRU OSB INTO 2 x 8
0
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS ARCH DETAIL rK
B-B
SCALE: N.T.S.
LO
— SECTION
A -A
8ff
1/4" x 3 1/4" TAPCONS
—LEAVE A CUTOUT IN O.S.B. ONTHE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
---2 x 8 45 DIAGONAL BRACE AT EA.
FACE OF ARCH W1 (3) 1 Od NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-B
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
EQUAL 4- MAX. RAD.
PROPER INSTALLATION
MAX. 8" UNACCEPTABLE INSTALLTION 00
DO NOT DO THIS 0
FILL SOLID
BOTH CELLS
#5 REB
(TYP,)
STD. 90'
HOOK
±5A_
NOTCH WEB AT
FIRST 2 COURSI
UPLIFT CAPACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT W/ (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 W/ (16) 16d
SINKERS AND (7) 1/4"X2 1/4" TITEN 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2XIS SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
IMPSON
(5) 12d NAILS
2X6 TO 2X4 H2.5A W/ (110)
8d NAILS
JACK TRUSS PROVIDED BY--/
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
0or 4'-0" MAX SEE PLAN z
H-j2X4 SYP #2 CONT. (MATCH TRUSS DEPT
IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
rL
SCALE: 3/4" V-0"
PL,
12
S
GLASS BLOCK INSTALLATION NOTES
C14
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
CD
t-
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
00
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
0
EXTENDS TO SILL.
-0
2
9
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
C,
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
.1
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
�2
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
ANCHOR
C)
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
1 4-
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL PER ANCHOR)
E
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
E
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) 101 EXPANSION STRIP
0
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
-
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
E2
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
-2
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
0
-0
SMOOTH. DO NO FURROW.
15
0
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
MIN.
6" MIN. P
v
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
2
REMAIN FREE OF MORTAR.
NOTE:
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
C- LASS BLOCK DETAIL
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 R1
C-,4
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
C14
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
L
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
FILLED CELL PER
FOUNDATION PLAN
+
kR
YP.)
THE
:S
0
+ +
+ +
+ +
+ +
+
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
PRECAST LINTEL
FILLED CELL INSTALLATION
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO Z-16"
DOUBLE 2X4 SCAB FOR Z-15" TO 4'-0" O.H.
(2) 1 Od NAILS @ 8" O.C.
TO TRUSS TOP CHORD
PLYWOOD SHEATHING
BLOCKING AS
�41
I
h, NOW
I h %k�b I
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
SECTION ROOF EXTENSION
SCALE: 3/4" V-0"
1\ �S
SIMPSON HTT4 W/ (18) 10d x 1
W W M AT PERIMETER
1/2" NAILS TO STUDS & (1) -
(1) #5 BARS CONT HERE THIS CONDITION 5/8" DIA. ALL THREAD ROD
OCCURS
W
TOP WITH MIN. 3' EPDXIED W/ SIMPSON "SET"
1014
COVER 6- F.F. EPDXY MIN. 6" EMBEDMENT
3" MIN. EDGE DISTANCE
_. -
+
x�*
rtil
TP
k"
A
GRADE 0.'511
N 7
Cl)
'_�(2) #5 REBAR. MIN. 3"
16" MIN. COVER EA. WAY
L
4
SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4" = V-0"
#5 REBAR (TYP,)
0 #10
TD. 90- HOOK (TYP.)
SCALE: N.T.S.
-,I=;= qHPr-T n2 AND
FOR
RETROFIT FOR MISSING MSTAM STRAP
SCALE: 3/4" = V-0"
z
0
U)
U_
LU
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U)
5 @ FIRST COURSE
2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
6" O.C. EDGES AND 12" O.C. FIELD
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/4xl 1/2" SDS SCREWS
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
E_
C
r�N
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
FILL 1 st 4 COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 1 1/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
RETROFIT WALL OVERHANG DETAIL (NTS
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECID.
1 1-01# 51-011
A
#5 BAR
. . A
D., .. . . L , 1-0"�,&. CENTERED W/
IN TOP
9
'If KNOCKOUT/ N
A .1 .. .
14
%
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
Ir 1:21
I A
CLEAN FILL
DIRT ;2�
2
.."—STANDARD
9
90' HOOK
#5 BAR IN
FILLED CELL
L, L
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LLv
L
j
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W' L' v� L.
Sk
REINF. PERLAN AND STEMWALL
STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4"= V-0"
)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
SAW CUT
SECTION
EXISTING FOOTING
SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
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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 seat 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
��wwlennaffampaxom
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SCALE AS NOTED
DATE 10/2/2018
TECH: IVIJAIVIES.
VERSION NO
42
SHEET NO.
SS
VVI r-- I UU �w L-r-%%,[ I I VVL-U
CROSS BRACING DETAIL (TYP.)
SCALE:NTS
Si ROOF
SHEATHING
P�AN
E 'lu
AN SHI
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
T RUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
��A TRUSS
SSES
(2) 12D NAILS
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE: NTS
HIP
G.T
(2) 2x8 #2 SYP w)
O.S.B. FLITCH P1
TOP @ TRUSS E3
U.N.C. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 1 Od
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 44 w/ (2) 1 Od
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 r4
SCALE:NTS
EXTERICi
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
QU—)
SCALE: NTS
TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS
CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. SIMPSON LSTA18
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. L.SEE PLAN L.
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 wl (12) 1 Od NAILS SIMPSON HUC41 0 w/ (14)
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) — I FOR CANT.1
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 1 Od INTO BEAM - SEE
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 wl (24) 1 Od x
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH 7 SEE FLOOR PLAN FOR
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED -L L r— —COLUMN SIZE & BASE OSB FLITCH PLATE
\ � \ \ \ SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A-V
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. --I t. /—COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS wl (3) 16d AT
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. _::7��7/116" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE& BASE EACH TRUSS TO NAILER SHEATHING ATTACHED
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0'. OPTION A INDICATED ON BM. OPTION B CONNECTION INFO OPTION C w/ (3) 1 Old PER NAILING SCHEDULE
O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN SEE 2ND FLOOR WALL SECTION
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION
NAILS AT EACH TRUSS INTERSECTION. CB---_ TRUSS OR SIMPSON
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS COMMON BM. TO POST ATTACHMENT KA
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B AT 48" O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0"
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB_�r B FOR BEAM SIZE & BM SPLICE OVER IF 2x DOUBLE LEDGER,
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY
1�3 CEN'TER OF POST
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A �� A w/ (4) 16d NAILS TO EA. N
2X4 BLOCKING I z SEE PLAN FOR END OF TRUSS THEN
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP --/ WNS�� TOP OF BEAM ATTACH SECOND PLY
MAX & EACH END ALTERNATE w/ (3) ROWS OF 16d
CHORD AT ALL HAND FRAMED AREAS TYP. NAILS AT 24" O.C.
DIRECTION TYP. A A. T F
0
DIAGONA 2x8 #2 SPF RIDGE BEAM
AT 8'-0" -----�-WOOD
MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT
SIMPSON MTS1 8 w/ (14)
OR IF 2 PLY TRUSS SIMPSON
V)
TO 8FT 2X4 RAFTERS FOR SPANS LESS
10d NAILS TYP. U.N.O.
--SEE PLAN FOR SIMPSON
LUS26-2 w/ (8) 16d NAILS TO
SEE FLOOR FRAMING PLAN
LO
THAN 4FT @ 2'-O"O.C. MAX. wl (3) 1 Od
CANTILEVER IF MTS1 8 w/ (14)
LEDGER
AND J/S6 FOR MORE INFO.
CD
c1_1
COMMON TOENAILS TO TIE BEAM
SEE FLOOR PLAN FOR
COLUMN SIZE &
INDICATED 1 Od NAILS
TYP. U.N.O.
2X10 #2 SYP CONT. LEDGER w/ (3)
VERIFY WITH PLAN FOR
LOCATION AND DIRECTION
LO
C'4
C14
2X4 CONT. CONC.MASONRY
ADDITIONAL INFO.
1/2" X 4 1/2" LAG SCREWS ATTACH
LAG SCREWS INTO END OF EACH
(IF PARALLEL SEE 2/D2 FOR
!�2
04
T & B CHORD STEEL OR WOOD
(WOOD COLUMN SHOWN)
MIDDLE
FLOOR TRUSS, 24' O.C. MAX. (AT
BLOCKING INFO)
co
72;
BEARING SUPPORT
EACH SIDE OF G.T. INSTALL (4) LA G
MASONRY WALL
I
00
1 1
SCREWS EACH SIDE)
(TYPICAL)
�_l
E5 A -A ALTERNATE BLOCKING CORNER 4 SECTION AT LOW ROOF ( 9
_< � L I // I U � I H � I I I] '_ SEE FOUNDATION I
&*1 PLAN FOR MORE INFO SCALE: NTS
511
DETAIL @ INTERIOR BEARING
0
TRUSS J SCALE:NTS COMMON BM. ATTACHMENT
A
PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS
LO
C> SUPPORT WHERE TRUSS DEPTH EXCEEDS
TVID XA/r)nr) TQ1 Illi P1 nr:TAII STANDARD HEEL HEIGHT
C14
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CC I I I
�2
i VARIES
......
2x STUDS @ 16" O.C.
0
-0
CC,
x
X '—ROOF SHEATHING
SEE 1/S5 FOR
SEE PLAN FOR
1AF_
w/ SIMPSON SP1 w/ (10) 10d
ATTACHED PER
ADDITIONAL
Id NAILS AT VALLEY TRUSS
NAILS AT BASE & SIMPSON
2x4 #2 SPF BRACING @
NAILING SCHEDULE
OUTLOOKER
4" O.C. INFO.
SP2 w/ (12) 1 Od NAILS AT TOP
:F
EXTERIOR SHEATHING
INFO.
16" O.C. W/ (4) 12d
COMMON TRUSSES.
ATTACHED PER
2x BLOCKING BETWEEN STUDS
TOENAILS TO TOP
SEE TRUSS PLAN
2x4 STUDS wl SIMPSON
NAILING SCHEDULE
TO TRUSS W/ (2) 12d TOENAILS
—STRUCTURAL SHEATHING
PLATE & (2) 12d END
M IN. (2) 2x4
,14
FOR CONNECTION
SP1 w/ (10) 1 Od NAILS
EACH END (BETWEEN TRUSSES
C)
ATTACHED PER NAILING
NAILS TO TRUSS
SPFTOP
INFORMATION.
AT BASE SEE J/S6 FOR
L
GABL
I-A100
LOW ROOF/WAL
(2) 12d NAILS TO EACH VERTICAL
STUD)
SCHEDULE
BOTTOM CHORD
PLATE
MORE INFO.
TRUSS
SHEATHING ATTACHE
E
PER NAILING SCHEDULE
2x BASE PLATE W/ (2) 12d
VARIES W/
gkVARIES SEE PLAN
FOR WALL LOCATION
2x4 BASE PLATE W/
1/2" PLYWOOD
ILS 16" O.C. ALONG
E
0
ROOF SLOPE
�V
SIMPSON LSTA30 w/
SIMPSON MTS12 w/ (14) 1 Old x
X
(22) 1 Od NAILS OR
(2) 16d NAILS TO
1 1/2" NAILS TO BLOCKING
0
WOOD WALL-\
SIMPSON MTS12 w/
EACH COMMON
BELOW @ 16" O.C.
9
ca
OR TRUSS.
�--2X4 CONT. W/ (2)
MIN. 2x4 #2 SPF STUDS @
xx
(14) 1 Od x 1 1/2" NAILS
TRUSS/ FRAMING
TYP TOP & BOTTOM
LL
SEE PLAN
16d COMMONS
16" O.C. W/ EXTERIOR
TO FLOOR GIRDER
E2
NAILS EACH
SHEATHING ATTACHED
BELOW @ 16" O.C.
-0.
0
STUD TYP. T&B
I
PER NAILING SCHEDULE &
* MASONRY WALL BELOW: SIMPSON
PLYWOOD
15
0
(3) 12d TOENAILS TO
HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
FLOORING
TRUSS OR
OIL SEE PLAN FOR
PLATE BELOW
MASONRY WALL
4'-0" O.C. TO GABLE TRUSS
co
ROOF SYSTEM
TOP OF WALL
OR BEAM
BEAM BELOW: SIMPSON HTS20 w/
1
�::'���MIN.
2x4 #2 SYP P.T. PLATE
16" FLOOR SYSTEM
FLOOR GIRDER
SEE TRUSS PLAN
(24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C.
/41'
I
Z(2)
W/ 1/2"X8" EPDXY ANCHOR
SEE PLAN FOR
SEE PLAN FOR
A TO GABLE TRUSS
LOW ROOF TRUSS W/
2x6 BLOCKI NG UNDER G.T.
MASONRY WALL SEE
@ 3" FROM EACH END &
DIRECTION
CONNECTION
COMMON TRUSS
RAISED BOTTOM CHORD
2nd FLOOR WALL w/ SEE PLAN
PLAN FOR MORE
16" O.C. MAX.
SEE ROOF PLAN
EXTENSION SEE TRUSS
SIMPSON LUS24-2 w/ (16)
�0_
SHEAR
TRANSFER
INFO.
SECTION @ FLOOR
FOR CONNECTION
MANUF. SPEC'S FOR
16d NAILS AT EACH END
C>
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EXTERIOR.
WALL
SECTION
@ ENTRY
CONNECTION
r22N�
SECTION
AT HIP GABLE
CONNECTIONS TO G.T.
SECTION @ BUMP
OUTK'39N�
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SCALE:NTS
SCALE:NTS
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DETAILS
& SECTION
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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
L E NAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 10/2/2018
TECH: M)AMES
VERSION No' 4v2
SHEET NO.
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M
(1) SIMPSON LSTA30 w/ (22)
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
10d NAILS BENT OVER TOP
SIMPSON SP4 w/ (6) 1 Od x 1 1/2"
(USE SP6 FOR 2x6 WALL, USE SP8
TOENAILS 2x4
TRUSS SEE R/S6 FOR
CONNECTION IF MSTAM36
1 OR 2 PLY GIRDER
PLATE THEN DOWN THE
FOR 2x8 WALL)
TO TRUSS TOP
CONNECTION INFO TO
CAN NOT BE INSTALLED
TRUSS. SEE PLAN FOR
FACE OF HEADER/STUDS
@ 24" O.C.
EXT. SHEATHING
MASONRY WALL
BELOW AND ALT.
CONNECTION.
2x CRIPPLES @ 16" O.C..
(2) 2x SPF TOP PLATE
FLUSH W/ TOP
2
+
BLOCKING INFO
SEE PLAN FOR CONN.
W1 (2) 12d TOENAILS T/B
(2) 2x HEADER SEE PLAN
FOR OF MASONRY & 8d
SEE FOR
BLOCK, NG NAILS T/B FLANGE
BLOCKING
0
1. APPLY SUB
(3) 2x # SPF
(2) 1 Od TOENAILS AT EA.
INTERIOR HEADER
FSEE
DETAILS
DETAILS
LO
FLOOR +
STUDS w/ 10d @
(2) - 2x SPF TOP PLATE
END OF SILL. MAX.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2xSTUDS
if
ADHESIVE TO
8" O.C. EACH SIDE
OPENING WIDTH 4 FEET.
EXTERIOR HEADERS
2x4 CONTACT
U.N.O. ON PLAN
IF OPENING IS GREATER
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
SURFACE 2x4 #2 BLOCKING
THAN 4 FEET BUT NOT
OPENING LARGER THAN 4 ft (2) 2x
FLOOR SYSTEM
M
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
2x4 SIDE BRACE
AT 48" O.C.
IT:
EXCEEDING 6 FEET.
A SIMPSON LS30 w/ (6) 1 Od
SILL PLATE w/ SIMPSON LS30 w/ (6)
1 Od x 1 1/2" CLIP EACH SIDE
SEE PLAN
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON
x 1 1/2" CLIP IS TO BE
INSTALLED AT EA. END
MIN (3) 2x #2 SPF STUDS @ END OF
CORRECT BLOCKING
w/ (3) 12d EA. END
HEADER SEE Q/S4 FOR REQ'D JAMB
O_
G.C. VERIFY INTERIOR
REQUIREMENTS
TO HORIZ.
TYPICAL BLOCK
FLOOR DECK
INFO
1/2" GYP. BOARD OR
(2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od EXTERIOR STRUCTURAL
1-1/8" RIM BOARD
BLOCKING
WALL
2x CRIPPLE AT EA.
END OF OPENING
NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7116")
FLOOR TRUSS/
NAILED TO STUD
TO STUDS ABOVE PLATE
ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN
8d NAILS @ 3" O.C.
JOIST SEE PLAN
(2) SIMPSON MSTAM36 w/
I -JOIST SEE PLAN
PACK w/1 Od NAILS
FLOOR DECK
BELOW. IF WOOD WALL IS BELOW USE (2)
SIM PSON MSTA36 STRAPS w/ (26) 1 Od
J
WALL SHEATHING
(2) 12d TOE NAILS TOP
(7) 1 Od NAILS & (4) 1/4"x2
TIE BEAM
@ 8"o.c..
FLOOR TRUSS/ kJOIST SEE PLAN
NAILS (G.C. TO INSURE SOLID BLOCKING
TO RIM BOARD
& BOTT. CHORD
1/4" TITENS
I
SIMPSON LSTA30 FROM
IS INSTALLED). SCALE: N.T.S.
AJS BLOCKING PANEL @ 24"
WINDOW JAMB TO
O.C. (MAX) AND @ EACH
ROVIDE BLOCKING
FLOOR TRUSS/ SOLID
SCALE: N.T,S.
SEE SS FOR RETROFIT
GABLE END RIM JOIST-
END OF WALL UNDER
BELOW JAMBS
BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
SEE R/S6 FOR
CORNERS
FOLLOWED IF DOWN SET
OR BOX HEADER IS USED
CONNECTION IF MSTAM36
SECTION CORNER CAN NOT BE INSTALLED
CONNECTION INFO TO
MASONRY WALL
(2) - 10d TOE NAILS
EACH SIDE
OTHERWISE DETAIL CAN BE IGNORED
FRAMING ATTACHMENT
BLOCKING DETAIL
GIRDER/COL. CONN. @ 2nd FLOOR ( �3
HEADER CONN. @ 2nd
FLOORK"_4�
SCALE: N.T.S.
N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS
JAMB STUD
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
NOTCHED AT HEADER LOCATION
(2) 2x8 OR (2) 2x6 TOP
2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C.
REQ'D TYP
SIMPSON LSTA24 w/(18) 10d NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
SEE INFO BELOW ON CONNECTION
PLATE SEE PLAN
L-11.1 17
2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SPIS FOR
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
NAIL BACK LEG OF CIPPLE TO
(2) 2x HEADER TO SIT
TOP PLATES LENGTH ON STUDS W/ (11) 1 Od
(1) SIMPSON LSTA30 w/ (22) 10d_Ar��[
CLIPS)
NAILS TO STUDS ABOVE & (11) 1 Od
NAILS BENT OVER TOP PLATE
(2) - 2X SPF TOP PLATE
HEADER wl (2) 12 TOENAILS
FLUSH w/ THE OUTSIDE
SEE PLAN FOR SIZE
NAILS TO STUDS BELOW.
2 x 4 #2 SPF STUDS
THEN DOWN THE FACE OF
HEADER/STUDS
(2) 2x HEADER SEE PLAN
2x6 / 2x8 WALL BEYOND SEE
C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS
INTERIOR HEADER
NAILING AREA (TYP.)
HEADER FLUSH TO OUTS31DEI
FLOOR PLAN FOR HEADER
(2) 2x HEADER L
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
SEE PLAN FOR
CONNECTION
SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
EXTERIOR HEADERS
COL. SIZE
(2) SIMPSON MSTA36 STRAPS W/
SEE STANDARD HEADER
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q S4 FO R
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
(26) 10d NAILS
DOUBLE 2x6 OR 2x8 TOP
CONNECTION DETAILS FOR
AT STEP DOWN LOCATION, MIN 7"
REQ'D JAMB INFO
OPENING LARGER THAN 4 ft (2) 2x
PLATE SEE PLAN
MORE INFORMATION
x PF EMBEDMENT PAST STEP.
SILL PLATE w/ SIMPSON LS30 w/ (6)
FLOOR SYSTEM OR
12d NAILS AT 6"
TII J .1. BASE PLATE
2x CRIPPLES @ 16" O.C..
1 Od x 1 1/2" EACH SIDE
2-STY. FRAMING
O.C. TYP T & B
SIMPSON SP6 w/ (6) 1 Od x
ERED U—F) SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE
C C
W/ (2) 12d TOENAILS T/B
(2) 10d TOENAILS AT EACH END OF
(2) 2 x #2
1 1/2" (USE SP8 FOR 2x8
FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
SILL (MAX. OPENING WIDTH 4 FEET).
BAND JOIST & BLKG.
SYP U.N.O.
WALL) @ 24" O.C.
WALL OR BEAM WALL) AT EACH STUD AT HEADER
IF OPENING IS GREATER THAN 4,
I OR LVL GIRDER
JAMB CONDITION OR IF BUILT-UP
(2) - 2 x4 SPF _0
2X CRIPPLE AT EACH END OF
FEET BUT NOT EXCEEDING 6 FEET,
(BLOCK SOLID)
STUDS ARE w/IN WALL SYSTEM A.B. I
L TOP PLATES BE SPACED W/IN 6" FROM OPENINGS
OPENING NAILED TO STUD
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
SEE PLAN F���'
2 x CONT. T & B
AND MULTIPLE STUD PACKS
PACK W/ 1 Od NAILS @ 8"O.C.
TO BE INSTALLED AT EACH END.
COL. SIZE
INTERIOR HEADER
2 x 4 #2 SPF STUDS
TYPICAL BLOCK WALL
PLYWOOD ATTACHED PER
NAILING SCHEDULE
SIMPSON HTT4 w/ (18)
AT 16" 0. C. U. N. 0. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
V.
V.
16d NAILS & 5/8"
BOX HEADER
EXTERIOR HEADERS
TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
SIMPSON MSTAM36 W/ 7)
1 Od NAILS & (4) 1/4"x2 1/4"
FLOOR TRUSS/ I -JOIST SEE PLAN
TIE BEAM
A
ANCHOR BOLT W/
MIN. 6" EMBEDMENT
(2) SIMPSON LSTJ2 w/ (10) 1 Od
NAILS WRAPPED UP AND
(2) 2x TOP PLATE
2x CRIPPLES @ 16" O.C. w/
BASE PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
TAPCONS
OVER TOP PLATE
SIMPSON S P2 w/ (12) 1 Od NAILS AT
r
PROVIDE BLOCKING
SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE
BELOW JAMBS
4 V
TOP AND SIMPSON SP1 w/ (10) 1 Od
NAILS AT BASE
NOT REQ'D TO HAVE CONNECTIONS.
ATTACH STUDS w/ (3) 12d TOENAILS T&B
FOUNDATION PLAN
*PROVIDE (2) CRIPPLES BELOW
TO ANY GIRDER TRUSS IN THIS
2 STORY INT. BEARING WALL
SEE
FOR FTG. REQ.
2x CRIPPLES TO
SITUATION. CONNECT G.T. TO
PROVIDE EXTERIOR SHEATHING
MATCHJACK
STUDS w/ (2) SIMPSON HTS20 w/
ATTACHED PER NAILING SCHEDULE
AND EXTERIOR r5
HEADER CONN. 2nd FLOOR r6
STUDS BELOW
(24) 1 Od x 1 1/2" NAILS AT TOP AND
BOTTOM TO HEADER
FOR EXTERIOR 2 STORY WALLS ONLY.
2 STORY COL.
@
GIRDER
(IF CRIPPLES ARE LESS THAN 8"
SHEATHING CAN STOP ONCE UNDER
SCALE: N.T.S. LOWER ROOF.
SYSTEM 42
SCALE: N.T.S.
LONG NO STRAPS ARE REQ'D)
SCALE: N.T.S.
A. j A-J_
---ADDITIONAL STRAPS
SEE STANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FOR TO STUDS TO MATCH
SEE SS FOR RETROFIT
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
MORE INFORMATION
HEADER STRAPS
CONNECTION IF MSTAM36
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
,--(2) SIMPSON LSTA24w/(18) 10d NAILS\\- (2) 2x HEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
(2) SIMPSON LSTA30 w/ (22)
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
2x4 STUDS
PER PLAN
M I N (3) 2x #2 SPF STU DS @ EN D OF H EA'DER
SEE Q/S4 FOR REQ'D JAMB INFO
OTHERWISE DETAIL CAN BE IGNORED
1 Od NAILS BENT OVERTOP
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
SIMPSON LS30 w/ (6) 1 Od x 1
1/2" NAILS AT EACH END TYP.
PLATE THEN DOWN THE
(2) 2x HEADER SEE PLAN
*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE
SIMPSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
FACE OF HEADER/STUDS
2x CRIPPLES @ 16" O.C.
DOUBLE 2x4
TOP PLATE
ATTACHED wl (2) 16d TOENAILS AT EACH END
NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
W/ (2) 12d TOENAILS T/B
THEN DOWN THE FACE OF
INTERIOR HEADER
2 WS 10d @
1"
(2) 2x SILL PLATE
HEADER/STUDS (2) 2X SPF TOP PLATE
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS
3" 0/
_"�2x
2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
2x SILL PLATE W/ 12d TOENAILS.
STUDS @ 16" O.C.
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) (2)
OPENING LARGER THAN 4 ft (2) 2x
TOP SPLICE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
(2) 10d TOENAILS AT EACH EXTERIOR HEADERS
SILL PLATE w/ SIMPSON LS30 w/ (6)
END OF SILL (MAX. OPENING
WIDTH 4 FEET). IF OP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING
ENING
2x CRIPPLE AT EACH END OF
1 Od x 1 1/2" EACH SIDE
ALT. HEADER ANCHOR
LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON
IS GREATER THAN 4 FEET
OPENING NAILED TO STUD
r8
LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
PACK W/ 1 Od NAILS
(2) 1 Od TOENAILS AT EACH END OF
BUT NOT EXCEEDING 6 FEET,
SILL (MAX. OPENING WIDTH 4 FEET).
SCALE: N.T.S.
A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
PROVIDE 2x4 ON
1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR
FEET BUT NOT EXCEEDING 6 FEET,
TOP OF 2x8 TO
EACH END REQ'D JAMB INFO
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
BLOCK OUT TOP
2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS
SIMPSON (2) MSTAM36 w/ (7)
1 Od NAILS & (4) 1/4"x2 1/4"
TO BE INSTALLED AT EACH END.
PLATE ATTACH
END OF OPENING CENTERED
TAPCONS
W/ (2) 1 Od NAILS
NAILED TO STUD PACK FLOOR DECK
FLOOR DECK
@ 3" O.C. 2x4 BEYOND
DOUBLE
W/ 1 Od NAILS @ 8"o.c.
AGAINST 2x8
2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
STUDS
PLATE
SEE PLAN FOR BEAM
BELOW JAMBS TIE BEAM
2X CONT. RIBBON
2x8 STUDS 2x4 W1 2 ROWS
PER PLAN
SIZE & CONNECTIONS
NOTE:
OF 10d NAILS
PLATE LENGTHS MUST BE
@ 3" O.C.
HEADER CONN. 2nd FLOOR
HEADER
CONN. @ 2nd
AT LEAST 4'-0" LONG. TYPICAL
W/ HIGH BM r9
FLOOR
[DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
SYSTEM 42
SCALE N.T.S.
SCALE: N.T.S.
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the structural plans and specification., 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
Engineers signature and seal.
LENNAR,
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 10/2/2018
TECH: MJAMES
VERSION NO 42
SHEEr NO.
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I -OLD UP WEATHER
RESISTIVE BARRIER &
WEATHER RESISTIVE
WINDOW UNIT
FLASHING REQUIREMENTS
TEMPORARILY SECURE
BARRIER
WEATHER
I - DOOR ROUGH OPENING
SLOPE
I
RESISITIVE
0.3 in : 12.0 in
R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
BARRIER
TAPE
EXTERIOR
WOOD FRAME CONSTR.
SELF -ADHERED FLASHING 3/4"-l" BEAD OF CONSTR.
(0. 6 cm : 30.5 cm)
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
SHEATHING
BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER
SELF -ADHERED FLASHING
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
OVER RIM JOIST AND Up THRESHOLD OF DOOR AND RETURN
x,
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
(ASSEMBLED WNDOW)
WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
EXTERIOR
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
CEMT. FIN.
to meet the requirements of the exterior wall envelope as described in Section R703.4
WEATHER
D
SELF -ADHERED FLASHING
BUILDING PAPER
D
RESISITIVE
Exception: Omission of the water -resistive barrier is permitted in the following situations:
BARRIER
SEAL TOPS OF JOISTS
WIRE LATH
1. In detached accessory buildings.
UNDER DECKING
SUBFLOOR
2. Under exterior wall finish materials as permitted in Table R703.4
I
- - - - - -
SELF -ADHERED FLASHING
(SEE DETAIL WP07)
3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier.
I
HEAD FLASHING TIE-IN INSTRUXTIONS:
R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or
1 . Cut, fold up & temporarily secure weather resistive
RIM JOIST
penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The
iESE DETAELS ARE GENERIC AND
barrier above header to allow for flashing
flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations:
installation
=-ANT TO SHOW GENERAL FLASHING
4D WATERPROOFING METHODS TO
2. Self -adhered flashing plus head flashing under
weather resistive barrier
1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot 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 ofthe
3. Fold weather resistive barrier back over head
A
USED.
flashing and seal with tape
V
Q
following or other approved method:
1. 1 The fenestration manufacturer's written flashing instructions.
1.2 The flashing manufacturer's written installation instructions.
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
1.3 In accordancewith FMA/AAMA 100, FMA/AAMA200, or FMA/WDMA 250.
FLASHING INSTALLATION AFTER WEATHER RESISTIVE
BARRIER
EXTERIOR DOOR WITH DECK - SECTION A
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
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.
EXTERIOR SHEATHING
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
RUBBERIZED
4. Continuously above all projecting wood trim.
EXTERIOR SHEATHING
3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED
NEEDED IN CORNERS ADHESIVE
ASPHALT ADHESIVE
THROUGH SELF -ADHERED
5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD
THRESHOLD OF DOOR AND RETURN FLASHING, SEE
FLASHING SELF -ADHERED FLASHING
6. At wall and roof intersections.
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
7. At built-in gutters.
OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)
REFER TO TECHNICAL
LETTER ON CHEMICAL
SCORED
RELEASE PAPER
R703.6.2.1 Weep Screeds
COMPATIBILITY
A Minimum 0.01 9-inch (No. 26 Galv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING,
(BEFORE FOLDING,
SCORE
3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926.
EXTEND A MINIMUM 6"
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
VERTICALLY FROM
BOTTOM OF
G THRESHOLD
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
1��
PRODUCTS DETAILS
2
SELF -ADHERED FLASHIN
5
-
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
NAILING FLANGE 1
4
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1
DO NOT FLASH OVER
BOTTOM
2
SEAL TOPS OF JOISTS
UNDER DECKING
6
Detail Instructions
Refer to the number marked as in each detail that corresponds to the numbered items in the list of
G
NAILING
8
DETAIL WP07)
7
FLANGE
(SEE
instructions below:
1 . Install self -adhered flashing in order as shown by numbers
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
HALF ROUND WINDOW
EXTERIOR DOOR WITH DECK
INSIDE CORNER
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) -
Ground
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
SHEATHING
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
Water Resistant Barrier
8. Mechanically fasten as necessary
Lath
SELF -ADHERED FLASHING
Sheathing
PATCH
Stucco
7/8" Cement Plaster
DOUBLE
n2
in accordance with
JOIST
4
ASTMC926
7/8" Cement Plaster
SINGLE
WOOD BEAM
Felt backed metal in accordance with
JOIST
BELOW
SELF -ADHERED FLASHING
Foundation Wall
lathe in accordance ASTMC926
SELF -ADHERE
with ASTMC1063
Felt backed metal
2
Building Paper lathe in accordance
S =LF-ADHERED
SELF -ADHERED
3"' 1 N
4
with ASTMC1 063
FLASHING
FLASHING
7/16" O.S.B.
Building Paper
5
sheathing
7/16" O.S.B.
Metal sheathing
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
FOUNDATION WEEP SCREED
Flashing
DECK JOIST
OUTSIDE CORNER
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Stampede or similar
Bottom of
Weep Screed cauk bottom
1 1/2" to 2" joint only
Above Roof Weep Screed
Sheathing Installed As Per
Manufact. Specs.
1/2" Cementitious
Cement Plaster
Decorative Finish
in accordance
with ASTMC926 All inside and
over wood 2nd outside corner will
floor
need to be miter
cut and caulked all
buttjoints; need to
becaulked using
4� La
Stampede or sim.
caulk for all
Note:
The building paper and metal lath must be
Cement installed over the top of the weep screed.
Plaster
over block
1 st floor
WEEP SCREED DETAIL
NOT USED
NOT USED
NOT USED
SCALE: NOT TO SCALE
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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 engineerng portions of the drawing pages bearing
Engineers signature and seal.
L E 01`111111111m N A R
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 10/2/2018
TECH: MJAMES
VERSION NO 4w2
SHEET NO.
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H D210-2 ___ F1_17232.3 F-SR-$445 HU210-2 FL10856.4 ESR-2549 -cu Cn
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March 20, 2018 HD216-3 FL17232.3 ESR-34A5 HU216-3 FL10856.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) arc C _0
HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 0 Ll_
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building romponents listed below ifthey will be utilized on the 0 >
Re: Wood Construction Connector Compliance for 2015 Intemational Codes & 2017 Florida Codes HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 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. cn E 2
HD410 FL17232.4 ESR-3445 HU410 FI-10856A ESR-2549 C/) L_ 0-
To Whom It May Concern: HD412 FL17232A ESR-3445 HU412 FL10856-9 ESR-2549 !E U) 1.421
HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures CU
Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that F U)
I . oist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of 1. EXTERIOR DOORS
the IBC and FBC required testing to comply with ASTM D1 761 Test Method for Mechanical Fasteners in Wood. Both HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON-IM PACT) FI-204611 +67.0/-67.0 psf
methods determine a connector's allowable load as the lowest of the folloWng: HGA10 FL1761)9.1 Evaluation Report HGA10KT FL11470.4 SIM200803
1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 ThermaTru Firber-Cassicand mooth-Star(N N-IM A FL20461.6 -57. 1 ps
2. Average load at 1/8-inch deflection ThermsTru Flrber-Classic and Smooth -Star (NON-IM PACT) FL20461.9 +67.0/-67.0 psf
3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HHCP2 FL17236.7 ESR-3448 HCP2 FI-104472 ESR-2551
The primary changes in ASTM 07147 are requirements to measure properties of the tasted materials, such as steel HTA16 FL17680.4 Evaluation Report HETA16 I'Ll 1473.5 SIM200802 ThermaTru Firber-Classic zind Smooth -Star (NON-IM PACT) FL20461.14 +67.0/-67.0 psf
strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested HTA20-18 FL17680A Evaluation Report HETA20 FL11473.5 ThermaTru Classic -Craft and Benchmark FL15225.1 -67.0/-6TO psf
SIM200802
material properfies exceed the specified properties. HTT16 FL17324.2 Evaluation Report HTT16 FLI 1496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +6TO/-67.0 psf
ICC Evaluation Services QCC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in +67.0/-67.0 psf
October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1
on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244.8 ESR-3455 HTS16 FL1 0456.22 ESR-2613
the 2015 I -Codes. As soon as the updated evaluation reports are completed, we wrill apply for Florida Product
Approvals. HTW20 F1_17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 -B.- SLIDING MI Windows and Doors Series 420 FL15332-1 - FL15332.5 -40.0/-40.0 psf
However, reevaluating a large number of products will take time. While manufacturers work with product certification HTVV24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251.10
agencies to update their wood connector evaluation reports, we recommend that building departments under the HTW`30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL1 5279.37 -30.0/-32.0 psf
2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014
editions, respectively, until July 2018. HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30-0 psf
The information in this letter is valid until 6130/2018 Men ilt will be re-evaluated by Simpson Strong -Tie. Please visit HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residenbal WndCode Doors W6 (8X7) I'Ll 5279.85 +38.01-42.0 psf
w6y.stronotie.ro for additional pertinent information. If you have questions or need further assistance regarding
this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential \AAndCode Doors W6 (16X7) FL15279.102 +37.01-41.0 psf
Sincerely, HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors I'Ll 1537.1 N/A (see inst sht)
SIMPSON STRONG -TIE COMPANY INC. HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549
HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WNDOWS
AP4 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf
Keith Cullum, P.E., LEED AP dydBDW HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549
Engineer, Southeast U.S. Branch PGT Senes 5500 FL239.7
HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER Mi Windows and Doors Series 188 FL15351.1 .40.01-50-0 lost
JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 C. FIXED MI Wndows and Doors Series185 FL15349.1 40.0/-40.0 psf
JL26 FL17232,7 ESR-3445 LU26 FL106515AG4 ESR-2549
JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 PGT- Series 5520 FL243.9
JUS24 FL17232.10 ESR-3445 LUS24 FLI 0655.109 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA
PGT Series 5500 FL261.1 NIA
JUS25 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549
E. OTHER
JUS26-2 FL17232.11 ESR-3446 LUS26-2 FL10655.112 ESR-2549
JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549
Page I f I JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FLI 3192.2 N/A
KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 A. SIDING
Shnpsc.St..9JIcC..p..yfin.. 2221G..ntyLans McKinney, TX 75069 Phone: 972.542.0326 Fax972.542.4139 www.stneride.corin KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 B. SOFFITS--- Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf
LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 C. OTHER
LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105
LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852A ESR-2105 4. ROOFING PRODUCTS
LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A
LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 15(b Felt Underlayment FL12328.6 NIA
LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED
LTS19 FL17219.2 ER-0200 LTT19 FLI 1496.3 ER-130 D� ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents F416918.1 - F�16918.4 NIA
LTS20B FL17219.2 ER-0200 LTT208 FL11496.3 ER-130 Florida Metal Products, Inc Vent RVIO FL21580.3 N/A
LTT131 FL17219.2 ER-0200 LTT131 171-114963 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A
LTW12 FL17244.8 E$R-3455 LTS12 FL10456.29 ESR-2613 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A
LUGT2 FL17240.2 ESR-3447 LGT2 FL1 1470.7 SIM200803 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA
MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 R METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum Gulft-ok 16" wide roof panel FL11651.2 R3 N/A
MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2605
MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 5. SHUTTERS
MP5 FI_17244�22 ESR-3456 LS50 FL10446.16 ESR-2606 A. STORM PANELS Global Protection Products- Galvanized Steel Storm Panels FL15076.1 - FI-15076.2 N/A
MPH3516 FL17240.3 ESR-3447 AM 1416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A
MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 6, STRUCTURAL
MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-21 05 COMPONENTS
MSTA16 FL1 7244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart
MSTA24 FL1 7244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart
MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105
B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A
MSTC40 FL1 7244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105
MiTek Industries, Inc. Truss Plates FIL2197.1 - FL2197.5 N/A
MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A
MTW12 FL17244.8 ESR-3455 MTS12 FL10455.33 ESR-2613
MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 D.-MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL1 58.1 N/A
MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A
MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613
MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803
NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 ---
NFM35X16U FL578,3 Evaluation Report MBHA3.56/16 1`1_13904�6 ESR-2616
PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330
The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following information must be available to the inspector on the
PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with. 3) copy of the applicable manufacturers installation requirements. Further, I
PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 understand these products may have to be removed if approval cannot be demonstrated during inspection.
PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105
RFUS FU6223.5 Evaluation Report H1 FL10456.5 ESR-2613
RS150 FL17244-27 ESR-3455 H10 FL10456.6 ESR-2613
RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 E
RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613
RT16A FL17236.2 ESR-3448 H3 FL10456,13 ESR-2613 (D
RT3A FL17236.3 ESR-3448 H4 FLID456.14 ESR-2613
RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE DATE
RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613
RT7 FL17236,3 ESR-3448 H2.5A FL10456.12 ESR-2613 CIO
RT7A FL17236.3 ESR-3448 H8 FL1 1470.3 SIM200803 >
RT8A FL17236.3 ESR-3448 SPI FL10466.41 ESR-2613 0
SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 L_
SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 >
SPT4 FL17244.32 ESR-3455 SP6 FLIG456.44 ESR-2613
SPT6 FL1 7244.32 ESR-3455 SP8 FL10456,45 ESR-2613 0 <
SPT8 FL17244-32 ESR-3455 SPH4 FL10456.46 ESR-2613
SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613
SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613
SPTH8 FL1 7244.32 ESR-3455 U24 FL10655.141 ESR-2549
SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549
THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549
THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804
THD410 FL1 7232.16 ESR-3445 HGUS414 FL11468.10 SIM200804
THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 U)
THDO12 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 co
THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 00
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Thsrm&�Tru Corporation
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Therims-Tru Corporation
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'rhennwIrru Corporation
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lrhsum&�Tru Corporation
Pick Wright Lyndon P. Schmidt, P.E. Ftyan 1 long. P.E,
1211312017 12113=7 1=0417 Pending PRO Appel
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Rick Wright Lyndon P. schrrowl PE- Ryon J. King, Re.
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Thorma-Tru Corporation
Rick Wright Lyndon F. Sclutildt, RE. Rye. J. Kong, P.E.
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MI WhIckswe and Doors;
swarit effingow Luis Roberto Lomas Steven M. Urkh, PE
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NO VAidows and Doors
afflastainglor Luis Robsito Lomas Steven M. Urich, PE
08113=17 call 112017 08/16017 10/10=17 Approved
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Florida Department of Business & Professional Regulation
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Building Codes and Standards
115=18
Building Codes and Standards
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Clopay Rukling Products Company
Me* Weshoulleld Intaidek Testing Serviceo, KA, Gary Pluelder
Ilr2M,17 0811012017 JZW=17 Approved
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Florida Depdfirtmerd of Business & Professional Regulation
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Florida Department of Business & Professional Regulation
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Building Codes and Standards
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(W 209,2288 ServimLLC, (205)854-0160
10M8,20117 IMMSM117
10121=17
Approved
Rolvissor, 2017
Global Protection Products, LLC.
Category: Shrullers
Tim Robinson W&Wfl- TilM Jr., P.E. J.Im W. l0argurvich, PE
(04) 611 PE-44167 (954) 7724224
DWOOM17 08131r,017
09/11=7 12f1212017
Approved
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2017
Global Protection Products, LLC.
Care": Sheraton
Tim Robinson Alafter A. TIM Jr., P.E. John W. Kno-Ich, PE
(954) 689i-7545 PE-44167 (954) 7724n4
0WOM0117
0013112D17
091111=7
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Review 2D17
APAmrken Shussurs and Gins
category. Shuthm
Mike Barbieri Frank L. Beinnsaft, RE Troy Bishop, P.E.
(50117124682 PE-000549 (954) 947-OM
10120/2017
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Subcategory: Roofing Tin
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Subcsiagairyt Storm Ponsis
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tim.robintionilligpipentLosm
subcategory: Storm Panels
mdusbQatlamericarifishulle
Compliance Mothod. Evaluation Report from a
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ComplinsecoMed : Evokunion Reim rivers
C� M 1 -1- Evaluation Report from a
Compliance Method: Evaluation Report ftern a
Product Evaluation Entity
Florida Registered Ardifted or a Ucsrasod Florida
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FWU94til Products
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yes
WA
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coftorr. Shows! Components
Subcategasyt Those PION
Compliance, M h Evaluation Report from a
Product Evaluation Entity
Stuart L"Is 10C Evaluation Service, LLC Wiliun M. Remain. PE
(647)91MM (407) 681-1017
slefiviscaliginolm.com
09119=17 09=2017
0=1=17
Approved
Review 2017
rrw Building components Grout; W.
Coaster. Saluchand CGMPW*U
Bobcats": True$ Phase
Compliance Method: Evaluation Report from a
Product Evaluation Err*
Stuart LWIS ICC Evaluation Sonviiiii, LILC Wftm M. Ranieri, PE
(647)9184473 (407) 681-1017
OQMM17 0OW12017
0912112017
Approved
Revision
PL#19224t$PmduM
2017
Hint Berikuh; Comisonfifirts Group I=
Cabsqcq; Sinictural Components;
BulaCalogory: These Polin
Compliance Mrshed, Evaluation Report from a
Pro" Evaluation Err*
Shout LWAS CC Evaluation Swim, LLC William M. Ranieri, PE
(847) 9184473 (407) 681-1917
slowlsCapinslaw cofin
WV=117
0SW2017
011121=17
Apinroved
Review 2017
FLOISO94te P
ITVV Bidding Components Group Inc
Callosm: structural Comiagnords
Subcategory: Those Plain
Cooriplifince Magner: Evalturtion Report from a
Product Evaluation Err*
Shart L"Is )CC Evaluation Service, LLC WOwn M. Ranieri. PE
($47) 918-6473 (407)081-1917
09/19=17 0So7r2017
09,211=17
Approved
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Florida Department of Business & Professional Regulation
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Florida Deparlment of Business & Professional Regulation
Pal
Florlda Department of Business & Professional Regulation
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Florida Department of Business & Professional Regulation
Building Codes and Standards
IF"n8
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Product Approval Application Detall
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Mrrek Industries. Inc.
CA%"
Subcategory: Truss Plan
Conapdaricall- I ;EvallualloarRepastfinoms
Product Evaluation Err*
Dould ~ 100 Evaluation SwIm. LLC 100 Evaltaston Service,
(314) 851-7480 LLC.
dwersigmili mar, 59"M
IOIIW2017 1011942017
10/22QD17
Approved
Revision 20,17
MlTek Industries, Inc.
Category: Souctural components
Subcategory; Truss Phase
Compilancesi Mot!": Evaluation Report from a
Product Evaluation Entity
David Wort IOC Evaluation Service, LLC ICC Evaluation Swings,
(314) 851-7480 I.I.C.
dwarlCmIlcom (205) 599-NW
10119=17 1011%201?
1012=017
Approved
Review
2017
Mires Industries, MG.
Colls": Structured Confirporients
Subcategory: Trade Plain
Compliance Method. Evaluation Report from a
Product Evaluation Entity
David VVert ]CC Evaluation Service, LLC ICC Evaluation Service,
(314) 851-7480 I.I.C.
dwraradentoorn (2015) 59SLIN100
110MOM17
10/19M17
102=17
Approved
Revision 2017
Mrrek Industries, Inc.
Category: Structural CoMponauds
Subcategory: Thm Plain
Cmpft- blethod: Evaluation Report Ingin a
Prodluct Evaluation Entity
David Wart ICC Evaluation Service, LLC ICC Evaluation Service.
(314) 851-7480 LLC.
dwerhConlLoom (2M) 5*4800
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fillall
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Y"
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111
3
wia"S
18 go. high strength truft connector Plate triffilr=
yes
yed,
NIA
N/A
4
MT2D
20 ge. it= connector plate 011011=3
Y" yes
WA
NIA
soamh-cdlom
Boesch CAUdN
Search Criteria
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FLUIL11174tS
221111
mm Vista-
Ender or
Carried Engineer A Licame
291 201 Daft P"Wlm
IWM=d F&C Amorgind
2OR
Approved
FL#6w4m
21111lit
versiod
lagaild"as
Entity
conlad -�r A Lk�
20k 2111a
Awmmg
Defe, Pendants 21M
IFISC Approval Ausionfined
AMM
FILAGIM741111,
mals
2m
Veteran
fifileggligaiga
Ent[&
go
2ok
IWMM
Dift Pwxgm
FIC Amoval
RIK
Approved
Ama
FLA65274tll
221111
mm Version
magadeause
Eftbir
a LIc-
21k 20 Dub p�
Akbmmd IFBC Angroysil
RO
ADMOYed
all"
R"Won 2D17
nM19?4t9 Prorsucts
lififfirk Industries, Ing.
Categary: Structural Components
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Complionsfir 11 d , l Evaluation Report from a
Product Evaluation Entity,
David Vftd ICC Evaluation Seavics, LLC ICC Evaluation service,
(314) 661-74W LLC.
dossromilcom (205) 59048M
10/19=17 10119=117
10122=17
Approved
Rovelon 2017
PL#gW4t$ FftdLKM
Weyerhaeuser
category: structural Componords
Subcategory: Engineered Lumber
Compliance Mattook Evaluation Report than a
Product Evaluation Entity
Rob Detrain ICC Evalkafiflon Service, LLC Jamess A. Rogromm, P.E�
(263) 924-6476 (0118) MI 344
RobodAmitfivinClifirriyortia
ous-com
0602=17 08,20=17
07)(0211117
Appe-sel
Review
2017
Wye"Isasuser
Category: Structural Components
SubCallogioryt Engineered Lurnber
Compliance, Method: Evaluation Report ftern a
Product Evaluation Err*
Rob Bolighwin ICC Evaluation Smice. LLC James A. Roltrifflon, RE.
(253)924-6476 (008) 8314-134411
RobertSaldwirellierayerhat
euw�
05/22=117
00/2012017
0710312017
Approved
Revision, 2017
v%yestassumer
Category; Struchmal Cmiponords
SubCals": Engineered Lunter
Compft� Mirthodh Evaluation Roped from a
Product Evaluation Err*
Rob Baldwin ICC Evaluation Son0m, LLC James A. Rothman, PE.
(253) 924-6476 (606) 839-1344
RobodSalclivinlillwayorha
011a=117 05MM17
07/0312017
Approved
Ing
MN�
20&AUMM
Product DowdoOM Congress E.*Nft. Dab
Ancrowed for Uss Aptirlynod For Uss
In HVINZ Oulfilid,
Impact
Restated
Rim
Pressure
AW
Product Model. Musidarsir a Nam
Product Dswft4odm Contreat Exabration Dab
Approved
in HVHZ Chddcll
for Use IMRIA
1111M PAW@bm
2290
proorsurs
Ku
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Product Model, Number or Nam
Q-Iftv Assolififirm,
PmductDNKADBM Contract Explifirdon Deal
Asetweved
In
IN
the Axamingcl
fissr Use
QUM& HVHZ
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psalm
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Pmuctymmwddm Crooned Exotinfidon Dab
Aeonstnall for Use Approved for Use
In HVM ouba""M
Reakaffal:
posus.
Pareau.
5
MT20HS
20 ga. high strength trials comectar plate 01101j=1
Y" Yes
NVA
WA
1
MWOHBM LVIL
Laminated Verens, Lumber 0=1120119
No
yes WA
NVA
2
PWORIM P91.
Parallel Second Lumber 03/3112019
No
Y"
WA
WA
3
Tiff"rsftw LSL
Larrilitabod Strand Lumber 03131r2019
NO yels
WA
WA
Boesch Monte
Search adsb.
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Budding Codes and Standards
115=18
Building Codes and Standards
1115120111
Building Codes and Standards
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Building Codes and Standards
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Product Approval Application Detail
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Approved for Use Approved for Use
Impact
Gaston
FLSBW4U
So- a
Product Model, Number or Name
Product Description Contract Expiration Date In KVHZ Outside HVHZ
Resistant
ON
Version
Review 2017
liftialligialigg
Weyerhaeuser
c-us-r- structmal Component-
Subcategory: ErVinearned Larriber
Entity or
AnglasKAIJagam kdwdmm
Rob Bakhahn ICC Evaluation Service, LLC Jamers A. Roseman, PE.
(253) 924-6476 (800) 1111-90344
Robert.Saldivintliwar"rha
20 201 Date pawing
law" Awamma FOC Auxurovid
061=17 08/20/2017
20
Approved
0710312017
ANK
Approved
RM
LWR vagaim,
Revision 2D17
jimailigaiggla
vVeys"Muser
creow structurad Compgrents
Subcabigery! Engineered Lurniter
Enm
C gmlw2KAIMM XWAWALU
Rob Elakisvin [CC Evaluation Service, LLC Johnsis A. Rodman, P.E.
P= 924-6476 (08) $39-1344
RoberI.Saldwinigneoryoft
21k 2111a
Yod" awwom
ow2=17 oarmWI7
Dab Pending 21K
FSC Anginanall Angroved
07)0=17
AM&
Approved
1W
ReAslon
Cod.
Version
2017
Manufacturer
Gulf Coast Supply & Manufacturing, LLC.
Category: Roofing
Subcategory: Metal Roofing
Entity or
Contact Enriln,ar&llmnse Validated By
Eng D.ld Daniel 8, Kuhn Looke Bowden P.E.
(352) 498-OT78 PE-75519 (334) 3DO-1800
info@gulfcmst�pply.com
Date
validated
10/1212017
we
Submitted
10/1 W2017
Data Pandl-
FSC; Approval
10/17/2GI7
ngs
Approved status
l2tl 2f2017 Approved
is
19
20
26 Ga. GudPBR
26 Ga CulfFeR
26 Ga. GuMBR
Min 26 Ga. GuffPl3R Roof Panel over Ix4 Wood 04/12t2O24
Purfins am 15/32&mot; Plywood
Min 26 Ga. GvlfPBR mar 15132" Plywood 002J2024
Min 26 Ga. GuIfPBR war lx4 Wmd Purinsmar 04/1212024
15/32" Plywood
yes Yes
Yes Yes
No Yes
NIA
N/A
N/A
-N/A1
-1517PSF
-N/A/
-154.7PSF
-N/At
-151.7PSF
Compliance Method: Evaluation Report from a
Product Evaluation Entity
euw.cm
comptifirice Mal. Evaluation Report from a
Product Evaluation Entity
SUSSr-COM
Complian-Mathcl: Efalu.tlon Repair to..
Florida Registered Architect or a Licensed Florida
21
26 Ga Gu[Mlb
Min 26 Ga, GORR, am 1x4 Wood Purlins mar 04/12/2024
15/32" Plywood
No ya�
N/A
-NW
-164.2PSF
Professional Engineer
22
26 Ga. GulfRib
Min 26 Ga. GulfiRib am 15132" Plywood 04/12/2024
No Yes
NIA
�NJAI
FLNW4tg Products
4
Product Model. Nurgbw or Name
TJ Rim Board
gmgkA"mm
Product Descriallon wim
Structural Composibe Lumber or oriented Strand 03t:31=119
board Finn Board
A-rov,d fee Use Anififflanad sar Use
In HVHZ oulailds
NO yes,
kN=
Raidleat
PUA
p�
WA
s
Product Mo&L Number or Nam
Woperthasposs, Rien Board
Productooscriodgin 1112m2slit
oriented Stonvi Board Rim Board 0313ir2ole
Approved for this Amounted
In HVHZ Outside
NO
for Use law
HVHZ Resistant
yee WA
22"
P-
WA
1
Product Model, Number or Name
0.032&qual; Aluminum 5V Crimp
Quality A--.
Product Description Contract Emiration Date
Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 0412/2024
Approved
In
HVHZ
No
far use
Aporoved ran Use
Outside HVHZ
Yes
Impact
Resistant
N/A
0-alon,
Pressure
-NW
23
24
25
26 Ga+ GulfRib
26 Ga. GulfRib
29 Ga GuffRib
Min 26 Ga. GulfiRib am 15132&quat; Plywood 04/12f2024
Min 26 Ga. GulfRib am Ix4 Wood Purlins am 04112/2024
15132" Plywood
Min 29 Ga+ GORR, am lx4 Wood Purlins am 04112/2024
Yes Yes
Yes Yes
No yes
N/A
N/A
N/A
-159.2PSF
-N/A/
159.2psF
+N/A/
-164.2PSF
+NW
2
0.032" Auminum Gulf Lok
-1 15/32&qut; Plywood
.. 0.032&'l Aluminum Guff Lok 16" Wide 04112/2024
No
Yes
N/A
-108.5PSF
+NtA(
26
29 Ga� GulfRib
15�32&quitt; Piy-d
Min 29 Ga. GulfRlb am 1 M2" Plywood 04112/2024
No Yes
N/A
-123.SPSF
-NW
Search Clibub
Roof Pan.[ mar 15/32" Plywood
-116.OPSF
-146.CPSF
3
1" 24ga. Gulf Snap
1 squat: Ga if Snap 24 Ga, 17&ciuot; wide Roof Panel 04/12/2024
am 1 5132" Plywood
Yes
Yes
N/A
+N/At--131.OPS
27
29 Ga. GOR11,
Min 29 Ga. GuiRlb over 1 x4 Wood Purfina war 04/1212024
7116&quat; O,S.8�
No Yes
N/A
+N/Af
-101,OPSF
4
I" 24ga. Versal-oc
1&qu.t; Versai-oa 24ga, 16.5&quo(; Wide Roof Panel 04112Y2024
am 1 6132" Plywood
Yes
Yes
NIA
�N/A/
-138.5PSF
28
29 Ga. GulfiRlb
Min 29 Ga, GulfRlb am 7/16" O.Sa. 04112/2024
No yes
N/A
-NIA/
-116.OPSF
5
I" VarseLoc .032" AJuminum
%quot;Versal-camin 032"AJumlnum-er 04112r2024
Yes
Yes
N/A
+N[Al
15/32&quo; Plywopol
-101.OPSF
6 1.5&qut; 24ga. Gulf Sn ap 1 .5" Gulf Snap 24ga. 16&A..t; Wide Roof 04112M24 Yes Yes N/A N/At
Panel mar 15/32&qu ot� Plywood
-116.OPSF
Search Criteria
7
1.5": 24ga. VemaLm
1,5&qut; Versal-oc min 24gs. 16&quol; wide Roof 04112/2024
yes
yes
N/A
-NIAI
8
9
10
11
12
2&qut; 24g.. Magal-oc
24 Ga Gulf L.,
24 Ga Gulf Sea.
24 Ga GulfSeam
26 Ga 5V Crimp
Panel mar 15132&q..t; Plywood
Min 24 Ga. 2 &q""; M191L. 18"� wide Roof 04/12f2024
Pan. mer 11,121,qll; Plywood
Mm 24 Ga. Gulf Lok 16" WhIs war 15132" 04112)2024
Plywood
G 04/12/2024
Mln24 a- Gulf Seam 16" Wide Roof Panel
am 1x4 W ad Puffins war I M2": Plywood
Min 24 ...'Gulf Seam, 1 3/48quot; Snap Lock, 04112M24
Is&qu ar; Wide Roof Pane am I 5132&qUot; Phwo
rAn 26 Ga_ 5V Crimp Roof Panel am 15132&quo(; 04112/2024
No
No
No
No
Yes
Yes
Y.
yes
Yes
Yes
NIA
N/A
N/A
N/A
N/A
-123,5PSF
+N/Al
-108.5PSF
+NW-96.7PSF
-NIAI-93.5PSF
�NIAI
-108.5PSF
-NtA[
Code Veralo.: 2017
Application Type: ALL
Category: ALL
Application Status: ALL
Quality Aesurance ErAtty Contract Expined: ALL
Product Deacripthm: ALL
Approved for use outside KVHZ: ALL
D sign Pressure: ALL
To: ALL
FL#-. 11651
Product Manufacturer: ALL
Subcategory: ALL
Comirliancelikethod: ALL
Product Model, Number or Name: AL L
Approved for use In HVHZ: ALL
Impact Reentem: ALL
Dot. From: ALL
Florida Department of Business & Professional Regulation pop I of 1
Building Codes and Standards lazia
Product Approval Application Detail
Florida Department of Business & Professional Regulation Pop I'd 1
Building Codes and Standards I/5=8
Product Approval Application Detail
13
26 Ga 5V Crimp
Plywood
Min 26 Ga- 5V Crimp mer 15132": Plywood 04112r2O24
No
Yes
MIA
-156.5 SF
-NIAJ-131�PSF
FMU4tiO
FLN7744td
14
26 Ga 5V Crimp
Min 26 Ga. 5V Crimp Roof Panel am lx4 Wood 041120024
No
Yes
N/A
-NW
22111
11111 Vionslon
Enft or
go 20 OW Parollisa
moldM Awmand FRO Aporavall
go
ADWOVM
AM&
221112
bm Vora
NKNNRNNK
soft or
Alumense
20 21k
YOM" AWBINK
Dab pwwbw 20
IaBC Approval Acifiroved
15
26 Ga. Gulf Lok
Purlim� mar 15132&qu.t; Plywood
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 0411�/2024
l5f32" Plywood
yes
yes
N/A
-156.5PSF
+N/At
�161.OPSF
Rff`Isdn 2017
CAST-CRETE USA, Im
Category: Sinuck" compornord.
Sulattabilday: Products Introduced as Result of
Now Technology
complioncoll, I ;Cis n Mark or LkAi%
Craig Perrino Miand-Dodo BCC0 - CER Mismi-Dads BCCO - VAL
(1313) U14641 (785)VII-2590
cpardo6cestonirts.com
11/142017 10118=17
11121=17
Approved
IPavislon 2017
Contmencial Concrete Produclalia;
categary-. Structural Components
SubCalegicay: Products Introdumad a a Result of
None Tachinclogy,
Compliance M~. Evoksolion Report from a
Robert Gods THUYH.HUYNH John Hay
(813)6*-3707 PE-60122 (3m 5"11
prociargatcroyahoo.com
10IM017 1011=017
lOrWO17 12/12=17
Appoomird
16
17
26 Ga Gulf Lk
26 Ga. GulfPBR
Min 26 Ga. Gulf L.k I G&qu.t; Wide Roof Pane 04112/2024
15132" Plywood
Min 26 Ga. Gulf PSR Roof Pane mar 15132&qLOt: 0411212024
Plywood
No
No
Yes
Yes
N/A
NIA
-NJA/-63.5PSF
+N/A/
-154.7PSF
Florid. Registered Purchased or. Ummficl Florida
FL#1694"8 Products
Professional Engineer
Pf*&jct Mixfol. Number or Base,
Quality Assrurourem
Product poscriction Contract Expiration Dab
Amiroved be Uss Andr-c! bar Use
III FIVIIIJ! oublide
Irseent
R�
21WO
Pressure,
PU11117744tff Products,
HIO Strength Corass, Lkftb
4. S. 8. and! 12 kWh �ldo Inless 09111=111
Yes Y"
NVA
WA
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Product Model, Number or K-
OLMOV Aimauseence
Product Defiallodare A expunsunpab
Approved for thin Approved
In HVIJIZ 01111111112
far Use Ifireact
NV11Z fbahftd
Doolmn
Pressure
I
Qualay Precast at Commercial Concrefis Products
proceed old Prestressed Congress Un" =25024U
No
Yes WA
WA
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