HomeMy WebLinkAboutRevisions; Exterior Door Product Approval UpdateOFFICE USE ONLYz
DATE FILED: PERMIT #
REVISION FEE: RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: /76
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CE C /505"/Z2;
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: Z AV, Z' I f'ACr
CITY: Al2r'• SA L-Lxjc- STATE: F�
PHONE (DAYTIME): ?7� - q-5]y.3'7
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME:-5kvp-- hA��m 7rovy
ADDRESS., ilt%pS- &,jer 12 /c
CITY: STATE:
PHONE (DAYTIME):
SLCCC.- 9123109
Revised 06130117
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ST. LJJCIE CO CERT.
zip:
AX:
ZIP..
AX:
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FAX:
ZIP:
Wind Zones - Walls
3/8" continuous bead of BUCK ATTACHMENT NOTES STRUCTURAL NOTES: Ceramic Tile
caulk (back bedding) behind Shall be installed in accordance with ANSI A108.1, A108.4, A108.5
buck to prevent liquid passage AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS All wood in contact with masonry shall be pressure treated or approved A108.6, A108.11, Al18.1, Al18.3,:Al36.1, & Al37.1. Fiber mat reinforced V
TO BLOCK WITH 1/4" DIA. TAPCONS WITH 1 1/2" EMBEDMENT seperating material.
INTO C.B.S. SET A 6- FROM CORNERS AND AT 12"o.c. MAX. INTO shall be used behind wall applied ceramic tiles in the tub r�
set flange in continuous All dimensions shall be verified in field by the contractor. If there are and shower areas and conform to ASTM C1325. Per Durock,
bead of caulk across the AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH cement board exceeds ASTM C1325.
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS any discrepancies the Architect or Engineer shall be notified before Q
entire face of buck 4" FROM ENDS AND 12"o.c. proceeding. N
CBS USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION Gypsum Note Q LX 00
All Design and Construction shall be inaccordance with the currentLLI
American Concrete Institute (ACI). and the American Institute of Steel Gypsum board shall conform to ASTM C22, C475, 0514, C1002, C1047 L. Z r�r,
Construction (AISC), The Florida Building Code and all applicable C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential V J
„ Min. 1 1/4" embedment SHEATHING NAILING local codes. code. Per USG, Wallboard conforms to C1396. LL m
m m ° ° . at windows and min. ai
` °X4-.
1 1/2"" embedment at Nailing Schedule Structural Concrete shall attain a minimum ultimate compressive strength Gypsum Board & Gypsum Panel Products �_ 0 to
d.E ° (Fc') in 28 days as follows: Lu a- 1
sl. gl. doors ROOF & FLOOR DIAGRAM • N O �
a Gypsum board and gypsum panel products shall be applied f1 00
0 4c Use sheathing with #8 gun nails at 6""o.c. Column Footing and Wall Footing: 3000 p.s.i. at right angles or parallel to framing members. All edges andc in E at supported panel edges and #8 gun Column and walls from foundation to roof: see column schedule. ends of gypsum board and gypsum panel products shall °nails at 6""o.c. at intermediate supports. All other concrete: 3000 p.s.i. occur on framing members, except those edges and ends thatbO
o c m o are! perpendicular to the framing members. Interior gypsum� « � .-1 /2" drywall • (A
m N board shall not be installed where it is direct) exposed to
2 0 ROOF SHEATHING TO GABLE END FRAME All wood members shall have a minimum fiber stress in bending d y p ~ G. U
weather or to water.
a, Use #8 gun nails at 4'"o.c. of 1200 p.s.i. with 1 /360 max. deflection. i Z
Wa and ceilin sum board shall be fastened with screws LV
to
EXTERIOR SHEATHING All bolted connections shall be 1 /2" Cadmium plated or better. sp ced at 12"o,c. Screws for attaching gypsum board and gypsum w_ 0
panel products to wood framing shall be Type W or Type S in dance with ASTM C1002 andshallpenetrate thewood not
Use #8 gun nails at 4"o.c. at panel edges Lag bolts to be used only in shear connections with minimum accorLO
and #8 gun nails at 4"o.c. at panel top and 4 threaded penetration past steel plate. les than 5/8 inch 15.9mm Gypsum board and Gypsum panel uJ
f §§ ( ) Yf? YP P d
stucco finish bottom and 6 o:c. m feld I Q�
products shall be attached to cold formed steel framing less
perimeter caulk Lag bolted conditions shall be drill tapped no larger than the than 0.033"" (1mm)thick shall be Type S in accordance with
internal thread diameter and shall not be hammer driven. ASTM C1002 or bugle head style in accordance with ASTM C1513 Q
Existing Cast In Fill in the existing 1/4 max. struot. shim and, shall penetrate the steel not less than 3/8" to 0.112"
Place Tie Beam openings with CBS Attach p.t. bucks ! REQUIREMENTS
A T e 0 n m to 3mm) thick shall be in accordance with ASTM C954 or v J
8 x 16 x 8 and mortar with 8d'coil nails at caulk GENERAL REQUIREMEN I J' bullle head style in accordance with ASTM 1513. Screws for
12" o8 6" 10/10 attaching gypsum board or gypsum panel products to structural
at ach as per New Plumbing W.W.M. All work to be as per the current edition of the Florida Building Code insulated eagles shall penetrate the wood structural panee facing
c Typ. Alum. window manufacturers Pipes " + _not less than 7/16""o.c. (11.1 mm).
e and meet or exceed all applicable local requirements.
o jamb or sliding glass product duct approvals Saw Cut Existing Cono. Gypsum board used as the base orbacker for adhesive application
door jamb for New Foundation General contractor is responsible for all labor, materials, utilities, testing, of ceramic tile or other required nonabsorbent finish material shall
o Plumbing waste removal, storage, securing of site, accomodation, transport/freight, conform to ASTM 01396, C1178, C1278. Use of water resistant
and all other cost related to the completion of this project., unless explicitly gypsum backing board shall be permitted on ceilings. Water r
-I NOTE: Method of attachment and Gunable sealants shall comply with identified here. resistant gypsum board shall not be installed over a Class 1 or =�
N waterproofing procedures are the ASTM C 920 Class 25 grade or Class 2 vapor retarder in a shower or tub compartment. Out or f ,
Corigated Metal Masonry X same at poured concrete sill greater for proper joint expansion Owner is responsible for all municipal related charges such as impact' exposed edges, including those at wall intersections, shall be
Ties 8-o.c. vertical in each w and contraction fees, and water connection, except building permit fees, which are to be sealed as recommended by the manufactuer. Water resistant -- _
mortar joint, Fastened to Coat Bucks with Protecto LMW200 Coating included in the construction bid. gypsum backing board shall not be used where there will be
existing masonry jambIF direct exposure to water, or areas subject to continuous high
after they have been installed and Chaulked humidity.
.006 Visquine 4" 2500# cone. General contractor to check all drawings for errors and ommissions and
Existing CBS Window & Door Flashing Detail a CBS Wall min. bring them to the attention of the architect prior to starting any work, or w
Exterior WallL ordering any materials of the respective division of work. If such errors Wood Framing Note tQ `_
-� Before compaction and and ommissions are not reported in writingto the architect, any resulting -
(Existing) 2"" v.t.r. Clean, Compacted, Cover provide support of damages or costs shall be born entirely by the general contractor. Wood framing supporting gypsum board and gypsum panel
Existing Masonry Termite Treated Fill ,drain pipes with concrete products shall be not less than 2 (51mm) nominal thickness
i in t least dimension except
tt2 w
Opening to maintain required slope Architect is not responsible for the contractors method or means of h p that wood furring strips not less (� U Vd.
construction. perm tted to be used over solid backing orlframing spaension t be
ed uJ u' I a°
(N) Conc. Repair at Plumbing g it
not more than 24""o.c. (610mm) ~ r d
Masonry Opening In Fill 1 1/2' General contractor is to keep the site in a clean and safe state through -- 0 00 a'
out the course of construction. On building turnover, general contractor to _
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.' U o
Wire Lath Attachment o v
2" PLU MRIN G. NOT. �..,, z
... _ _. .,, - E� Unless otherwise noted, the installation of specified hardware, shall Over wood framing the paper (� d w
. -.._:, N
(E) - conform `tothe manufacturers mstructions -and standard practice. backed wire lath shall be installed
LAv. Plumber to consult with contractor and equipment ordered over one layer of approved plastic M
WASHER for rough in dimensions. All plans and drawings are not considered complete until they have been house wrap. Lath shall be attached
reviewed and approved by the City of Port St. Lucie Building Department horizontal framing members with 1.5"
(N) Verify all dimensions with the floor plan. The floor plan and the building permit has been issued. roofing nails and to vertical wood
2"" dimensions dictates all other dimensions on other sheets. framing members with 6d common
nails or 1" roofing nails driven to
(N) 2" w.c. Do not scale drawings, if any conflicts arise, contact the penetration of not less then 3/4""
Architect or Engineer for clarification prior to construction. INTERIOR WALL FRAMING NOTE of an inch, or 1"" wire staples
(E) 3" E) 3" driven flush with the plaster base.
2' (E) All sanitary lines 2"" or less shall have a slope of 1 /4"" per Interior non bearing walls to be 2 x 4 studs 24""o.c. Staples shall have crowns not less
foot minimum. Spruce, Pine, Fir (SPF) #2 Grade lumber or better than 3/4" and shall engage not less
Si�wR. than three strands of lath and
MTS12 with (14) penetrate the wood framing members
To Existing All sanitary lines above 2' shall have a slope of 1/8" per 10d x 1 1/2"at each not less than 3/4". The fasteners must �
Sewer Main foot minimum. THRESHOLD NOTE Truss penetrate the wood framing members 0
Plumbing contractor to provide a LL
shut off valve at each fixture not less than 3/4". Fasteners shall be
Provide Anti -Scalding Valve in all showers. At egress door (Entry Door) the max. hgth. 7' o.c. max. Z
each fixture
Insulate all hot wafer lines of the threshold shall be 1 /2"" Top Plate w PlumbingRiser Diagram Z c J
SP4 at each stud 0 LL to
(2) 2 x 6 header and 16""o.c. max. along Lu y
n.t.s. with 1/2" plywood header. Use (6) 10d (2) 2 x 4 Top Plate cuJ o�
flitch bond together 1 1 /2" long for each with (1) SP4 at each J
with 16d Co.c. fastener stud with (6) 1od Q y_ r 0
staggered (2) 2 x 4 a
top plate LU
Header to Stud 5/8" T-1I I Siding 2 x 4 studs 16"o..c. (q
with (1) MSTA18 fastened to studs as uJ
with (14) 10d per Nailing Schedule Of
Cover with one layer
of House Wrap
PRODUCT APPROVAL
Approval
Glass
Building Rated
Product Rated
Number
Product
Model Number
Manufacturer
Type
Attachment
Method
Design Pressures
Design Pressures
Head: 6" max. from corners
& 13.75" max. o.c. Jambs:
Series 7700
6" max. from corners 8,
10.25"o.c. above meeting rail and
FL#: 15412.3
Windows
Singlehung
Lawson Ind.
Impact
g 7/g" max. o.c. below
meeting rail. Use 1/4"" dia. Tapcons
+38.7 -42.1
+/- 60.0
with 1 1/4" embedment
into concrete.
Head, Sill, & Jambs: 6'"
max. from corners. Head & Sill 13.25"
FL#: 15441.4
Sliding Glass Dr.
SGD-9200
Lawson Ind.
Impact
max. o.c. Jambs 13.75"
location. Use 1/4" dia.
ax. o.c. Use (2) fasteners at each
rapcons with 1 3/4" embedment into
+38.7 -42.1
+/- 65.0
concrete
Jambs: 6-from comers
& 14"o.c. Head & Sill: 6-from corners
FL#: 22513.6
Swing Doors
Wood Edge Steel
Masonite Inter.
N.A.
and at center. Use 1/4'Tapcons
with 11/4"embedment into
+38.7 -42.1
+/- 50.0
concrete.
Jambs: 12'" max. from c
mars & 36'"o.c. Use x 2"' Wood
FL#: 7091.1
Swing Doors
Wood Edge Steel
Masonite Inter.
N.A.
screw at frame and 3/8
" Conc. screw with 1 1/4- embed. into
+38.7 -42.1
+/- 70.0
concrete
#9-16 or #10-14 Hex Head
Wood Screws with sealed washer
FL#: 14645.3
Roofing
5V Crimp
Metal Sales Mfg.
N.A.
Fastener to penetrate the
deck a min. of 3/8-. Screws to be
- 45.0
- 196.7
6"o.c. across panel end
3 & 12"o.c. in field.
(1) 2 x 4 under header
and (1) 2 x 4 along side Exterior Interior
of header, bond together
with 16d Vo.C. (1) 2 x 4 p.t. sill Plate date revision
with (1) SP4 at each
stud with (6) 10d nails 10/31/19 Client Review
Fasten to concrete with
DOOR 5/8" die. x 12" long wedge Added Swing Dr.
ROUGH bolt 32"o.c. and 6' from 1/25/2021
OPENING ends with 1/8" x 3' washer Coat the existing concrete Product Approv.
SPH4 at each stud with a bonding agent and pour 4"
of 2500# fibermix conc. to level the
/ \ Use 0 0) 10d X 1 1 /2" foundation. New concrete to extend drawn
under frame walls.
0.00' Jk FFEZ $1
2 x 4 p.t. sill plate
fasten as per exterior G
frame wall section -
Door Framing Detail
At Exterior Wall
Existing Cc
Foundation
Frame Wall Detail
At New Concrete at Storage Area
checked
s.l.
date
10/31/19
scale
as noted
job number
o$3q ,907U
sheet
REVIEWED FOR A-2
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
REVISION FILE