HomeMy WebLinkAboutBuilding Plans19'-0"
3 1/2"x 16"LVL Beam I,
17'-8„ 2 x 6 sub fascia
New Overhan
New 4 x 4 p.t. Line of the axis ng !, 2 x 6 overhang
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column framing
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Existing
5/12
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Existing
5/12
co Existing w�c
5/12 +`r'
Roof Framing Plan
scale: 1 /4" = V-0"
overhang to be
removed
Typ. 4 x 4 p.t.
I I Column
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Existing
I c° I 5/12
I N I
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'- Existing
� cj _ 5/12 2 x 4 Frame
I I Kneewall
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Existing
F T F1
5/ 12
NA
SHEATHING NAILING
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NOTES
Nailing Pattern
Nailing Schedule
Zone 1: 8d at 6"o.c. field & 4"o.c. edges
ROOF & FLOOR DIAGRAM
s'
Zone 2E & 2R: 8d at 4 o.c. edges & field
Use sheathing with #8 gun nails at 6"o.c.
Zone 3: 8d at 4"oc. edges & field
at supported panel edges and #8 gun
nails at 6"o.c. at intermediate supports.
Pneumatic Nails
Pneumatic or mechanicaly driven nails will
ROOF SHEATHING TO GABLE END FRAME
be accepted under the following conditions:
Use #8 gun nails at 4"o.c.
Min. nails size 8d or larger ring shank with
EXTERIOR SHEATHING
Min, shank diameter:.t13
Min. Length: 2"
Use #8 gun palls at 4"o.c. at panel edges
Min. Head Diameter:.280 Full Round
and #8 gun nails at 4"o.c. at panel top and
Min. Ring Diameter .012 over shank dia.
bottom and 6"o.c, in field
Min. 16 to 20 Rings per Inch
Note
Gun nails shall be permitted as an
acceptablefastener from any manufacturer
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
Flame Spread Index & Smoke Developed Index Project Data Design Loads
Wall Finishes: Not greater than 200 Project Name: Susan Barnes Roof Live Load: 20.0 p.s.f. (,)
Ceiling Finishes: Not neater than 200 Street Address: 7600 Vintage Way CT. Floor Live Load: N.A. C
g City: Port St. Lucie Wind Speed: 150 MPH
County: St. Lucie Wind Importance Factor: 1.0 Q
Climatic & Geographic Design Criteria State: Florida Building Category: II cn N
Wind Exposure: B 0 tr co
Weathering: Negligible Termite Area: Very Heavy Internal Pressure Coefficent: .18 L- UJ M Scope of Work Structure Designed: Partial Enclosed Z
Soil bearing capacity: 2000 ps.f.
New roof over the existing rear LL v
Building Code _ porch N
LU
Remove the existing cedar shake BUildln data .0
lth Edition Florida Building Code: Residential g`
shingles and replace with new metal ^
7th Edition Florida Building Code: Existing roof panels and new peel and stick Occupancy Type: Group R -J li
Buildings: Alteration Level II underlayment Construction Type: V Q ai v
2017 National Electric Code NFPA 70 Number of Stories: One H M
Project Area: 2405 s.f. Z (L
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Area Tabulation 3` ''
Existing rear porch: 228 s.f. UJ
Total House Area: 2405 s.f.
5/12 — I — — ) 5/12 i 'EJ
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Flat I }
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I 5/12 I'
5/12 L — — — — -1 I _ >
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5/12 Z5/12 ow
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5/12
5/12 •
-----r
5/12
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Porch
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Q O
5/12 I r rJ
w a�
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EXISTING WOOD FRAME EXTERIOR WALLS LL
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Living Area
Existing Roof Plan m
scale: 1/8" = V-0" o a
o= CD o
x (D
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Attic Vents Calculation h
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Entry ALONG THE NEW SOFFIT AREA a >
Attic Area: 228 s.f. / 150 = 1.5 s.f. required.
CID
nor Plan W
soffit area = 19 Lf. x 2.0 = 38 s.f. Z
1 /8" = 1'-0" Venting Provided:
Garage 8 x 16 soffit vent: 85 sq. in. each vent
3 Vents along overhang = 255 sq. in. date revision
255 sq. in. / 144 = 1.77 s.f.
Total Ventilation Provided: 1.77 sq. ft.
REWEWEpL p►NCE drawn
Co0E C E chocked;
CCv� �a.,.
01 date
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Attachment Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL#: 204842
Roofing
Advantage Lok II
Union Corrigating Co.
#10-12 pancake head screws along panel seam. Fastener to penetrate
-45.0
-78.5
.
plywood a minimum of 3/8-. 4 5/8-o.c.
FL#: 2569.1
Underlayment
Self Adhering
Resisto / Soprema
Direct to Deck
-45.0
-67.5
4/tt/21
scale
as noted
job number
21023
sheet
A-1
FILE COPY
Rem
Shin,
pane
over
12
�--- 15
Existing pre engineered
wood trusses 24"o.c.—\
existing Cedar Shake
install new Metal Roof
eel and Stick underlayment
?ting plywood deck.
Provide flashing at the
new roof intersections
2x�
2 x 8 p.t. Ledger fasten
to the top cord of the existing
trusses with (3) 16d
s 16"o.c.-\
Rafter to Kneewall
with (1) MTS18 with
with (14) 10d x 1 1/2"
(2) 2 x 4 Top Plate with
SP4 at each stud with (6)
10d x 1 1/2"
12
�5
12
Existing Hip
Roof beyond
Metal Roof Panels over Peel & Stick
underlayment over 5/8"c.d.x. plywood
fastened to rafters as per Nailing Notes
2 x 10 No. 2 SYP rafters
24"o.c. Fasten at each bring.
with (1) MTS18 strap with (14)
Connector Notes:
Do not substitute connectors
Do not sheath rafters before all straps are in place
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
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1 1/2 10d nails CO
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2 x 6 24"o.c. overhang framing Z d
Fasten to beam with (1) MTS12 w L.
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with (10) 10d x 1 1/2
Wood Fascia and Dri .J r!
(1) NITS18 at each Ra er_ / v
Edge fastened to 2 x 6 o
with (7) 10d x 1 1/2"" t raUJ
fter i --------------------------- �—�� sub fascia. Match Existing ; 'qt
----------
Entry and (7) 10d x f 1/2""to ledger — — — — — —
Bend strap as needed. T.O.B. ty
Kneewalltothe existing =----------------------- — — — $'0��
Electric Plan studs with (1) MTS18 with ------------- 12 '}
(14) 10d x 1 1/2" Bend the Exterior Grade 5/8"" --`--- —� Q5 To match existing
„ _ Wire Lath Attach tent strap over the sill plate as gyp• drywall ceiling Column M beam
scale: 1/8 - 1 -0" \�� fastened to rafters g with (4) MSTA18 --__
Remove the existing
Over wood framing the pa er needed _ _ J Porch roof with (14) 10d per
backed wire lath shall be installed ------ --- strap
Garage over one layer of approved plastic (6
house wrap. Lath shall be ttached (1) 2 x 4 Sill Plate with 3 1/2""x 16""
horizontal framing member with, 1.5"" SPH4 at each stud with LVL Beam j
roofing nails and to vertica wood Remove the existing Q� Q
penetration of not less the 3/4: n (10) 1 Od x 1 1 /2 truss overhang o V rn
g 4 g ca i
framing members with 6d common
nails or I" roofing nails driven to 2 x 4 24" o.C. uJ '� N
of an inch, or 1" wire staples 5/8""c.d.x. plywood fastened 3'-0"" +/ Vented Stucco Soffit N o i n
driven flush with the plaster base. to studs as per Nailing Notes, 2 x 4 cont. Match with existing to match existing � M
Staples shall have crowns of less S O Z '�
Cover with one layer of House o w
than 3/4"" and shall engagenot less (� r
than three strands of lath and Wrap cover with paper backed W
penetrate the wood framing members wire lath with three coat stucco
not less than 3/4". The fa tene$s must finish Q co
ELECTRICAL LEDGIEND penetrate the wood framingmembers Existing Frame Exterior r 4 x 4 p.t. post N
not less than 3/4"". Fasteners shall be Bearing Wall
7," o.c. max.
f:} SURFACE MOUNTED LIGHT FIXTURE 1/2"dla. X 8"long lag bolt
T with washer. Countersink
CEILING FAN WITH LIGHT OPTION
ExistingLiving head and washer. New 4 x 4
g Existing Porch column to existing frame wall
=4�y DUPLEX OUTLET Room
- Typical (4) Places � >�
{{} SWITCH co v _
ALL 120V SINGLE PHASE 15& 20 AMP BRANCH CIRCUITS SUPPLYING ,� ..,.... „' N h ABU44 Post base with (1)
OUTLETSTHATARE NOT GFOI MUST BE AFCI. 5/8"x 7"wedge bolt Into cone.
and (12) 16d to post
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE -
PHASE 15 & 20 AMP BRANCH CIRCUITS STRUCTURAL NQTES. V
4' — - -F.F.E. - — - O.00' N
16"x 16"x 12"
Timber (Heavy Timber onstruction) pad footing with
(2} #5 each way
min. under each <n
Wood rafters to have a Stress Grade of Fb=1200 p.s.i. a new column c
3 3 I Y'\2
- 2E — — — 3 3Roof members should a secured to the beams or other Existing Conc. Typ (�'a Section a 0
st uctu al components with `hurricane anchors for wind uplift. Foundation l-
2R 2R— — — - - - - — All wood members shall have a minimum fiber stress in bending
of 1200 p.s.i. with 1/36 max. deflection. UL2R Gypsum Board & Gypsum Panel Products Gypsum Note STUCCO SOFFIT'NOTE oAll bolted connections half �" 7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to
be 1/2 Cadmium plated or better. G Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 1 ( I Gypsum board and gypsum panel products shall be applied framing members with No. 11 guage nails with 1 3/4 embed. with 3/8"" m
at right angles or parallel to framing members. All edges and G1177, C1178, C1278, C1396, or C1658 and installed per FBC residential die. head 6""o.c. max. edges to be tied and nailed at 9""o.c. w — >
2R I Lag bolts to be used o ly in shear connections with minimum ends of gypsum board and gypsum panel products shall code. Per USG,Wallboard conforms to C1396. Install one layer of 15# felt to framing prior to installing ribbed lath Q
4 occur on framing members, except those edges and ends that
threaded penetratio past Steel plate. a m
are perpendicular to the framing members. Interior gypsum LL d
board shall not be installed where it is directly exposed to Wood Framing Note
Lag bolted conditions s iall be drill tapped no larger than the weather or to water.
internal thread diamete and shall not be hammer driven. Wood framing supporting gypsum board and gypsum panel a W 0
2E 1 J Wall and ceiling
1 I �_ — — — — — — — —�le,
I g gypsum board shall be fastened with screws products shall be not less than 2" (51 mm) nominal thickness � m
spaced at 12""o,c. Screws for attaching gypsum board and gypsum in th least dimension except that wood furring strips not less U Q
panel products to wood framing shall be Type W or Type S in than I" by 2"" (25mm x 51 mm) nominal dimension shall be
2R I GENERAL REQ IREMENTS accordance with ASTM C1002 and shall penetrate the wood not permitted to beusedover solid backing or framing spaced m
> 2R I less than 5/8"" inch (15.9mm) Gypsum board and Gypsum panel not more than 24 o.a (610mm)
All work to be as per the cu rent edition of the Florida Building Code n.
2R and meet or exceed all appli able local requirements. products shall be attached to cold formed steel framing less Remove the existing Cedar
/ 2E than 0.033" (1 mm) thick shall be Type S in accordance with o
_ _ _ Shakes on the entire roof �
— — ASTM C1002 or bugle head style in accordance with ASTM C1513 w
�— General contractor is responsible for all labor, materials, utilities, testing, and shall penetrate the steel not less than 3/8"" to 0.112"" area and replace with Metal Z
/ I I waste removal, storage, sec ring':of site, accomodation, transport/freight, 0mm to 3mm) thick shall be in accordance with ASTM 0954 or Roof Panels
2R / 1 I 2R I and all other cost related to the completion of this project., unless explicitly bugle head style in accordance with ASTM 1513. Screws for
/ I identified here. attaching gypsum board or gypsum panel products to structural
insulated panles shall penetrate the wood structural panle facing
— — — — — _ — — — 1 Owner is responsible for all municipal related charges such as impact not less than 7/16`"o.c. 01.1mm).
3 fees, and water connection, except building permit fees, which are to be date revision
2E included in the construction bid.
3 I 2R I (
1 General contractor to checkall drawings for errors and ommissions and New Roof Area
bring them to the attention of the architect prior to starting any work, or
Roof Wind Zones 14' 4' I ( ordering any materials of the respective division of work. If such errors
and ommissions are not reportedin writingto the architect, any resulting
damages or costs shall be born elntirely by the general contractor.
2E / I Architect is not responsible for the contractors method or means of
construction.
/2R 2R 2R \ I General contractor is to keepthe site in a clean and safe state through
out the course of construction. On building turnover, general contractor to
/� I clean all surfaces so as to b a free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
— 1— — —� — 3 conform to the manufactures instructions and standard practice.
3
drawn
s.i.
chocked
s.1.
date
4/11/21
scale
as noted'.
job number
21023
3 2E 3 All plans and drawings are not considered complete until they have been reviewed and approved byte City of Port St. Lucie, Building Department Rear Elevation
pah=at�
and the building permit has een'',issued.
Existing
Residence
Existing
Residence
New Porch Beam
and Columns