HomeMy WebLinkAboutBuilding PlansProduct Approval Affidavit
PRODUCT MODEL # MANUFACTURERATTACHMENT METHOD FL# & tXP DATE'
(6) 8d Ring shank nails ea, shingle as per mfg. specs. FL10124_R27 EXP 12/16/2022
Asphalt Roof Shingles Timberline GAF
OPENING & MODEL# MAtJUFACTUREl2 GLASS ATTACHMENT METHOD FL# & EXP DATE PRODUCT DESIGN PRESSURE
PRODUCT DESCRIPTION
7e�es "SH-5500 SERIES PGT' 7/8" NOM PER TABLE 3 SHEET OF THE NOA NOA# 20-0401.03
Single Hung SH-5500 TYPES EXP.July/20/2025
M.l:
daw L
SCOPE OF WORK
- Wood framed addition and covered porch
NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC, AND THE FBC RESIDENTIAL, 2020 PLUMBING CODE,1020 MECHANICAL
CODE AND THE NEC (NFPA 70) 2017 EDITION.
ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE FBC FOR EXISTING BUILDINGS, THE FBC,
AND THE FBC RESIDENTIAL
THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC FOR EXISTING BUILDINGS CHAPTER 6 AND 7
NOTES:
- THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS,
CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
- STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE
ENGINEER AS CONSTRUCTION PROGRESSES.
ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED
DIMENSIONS.
- ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2020.
SECTION R806
ROOF VENTILATION
R806.1Ventilation required.
Encl
osed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against
the entrance of rain or snow. Ventilation openings shall have aieast dimension of 1/16 inch (1.6 mfi) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch
(6.4 mm) shall be provided with corrosion -resistant wire cloth screening; hardware cloth or similar r"terial with openings having aieast dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum.
Openings in roof framing members shall conform to the requirements of Section R802.7. Required V@ntilation openings shall opendirectly to the outside air.
R806.20nimum vent area.
The minimum net free ventilating area shall be 1/150 of the area of the vented space.
Exception: The minimum net free ventilation area shall be 11300 of the vented space provided one or more of the following conditions are met:
1.In Climate Zones 6, 7 and 8, a Class I or II vapor retarder is installed on the warm -in -winter side of the ceiling.
2.Not less than 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located not
more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of ire-d ventilation provided by eave or cornice vents. Where the location of wall or roof
framing members conflicts with the installation of upper ventilators, installation more than 3 4 mm) below the ridge or highest point of the space shall be permitted.
R806.3Vent and insulation clearance.
Where save or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1-inch (25 mm) space shall be provided between the insulation and the rooisheathing and at the location of
the vent.`.a
R806.41nstallation and weather protection.
Ventilators shall be installed in accordance with manufacturer's instructions. Installation of ventilators in roof systems shall be in accordance with the requirements of Section R903. Install' tion of ventilators in wall
systems shall be in accordance with the requirements of Section R703.1.
CONNECTOR
SCHEDULE
(Simpson Strong -Tie)
ID
4TY
CONNECTION POINT
ALLOW UPLIFT
FL#
H10A
Truss to Top Plate @ each
Truss
1,040 Ibs
FL10456-R4 Exp.12-31-2020'
SPH6
Top & Bottom Plate to Wall
Studs Q each stud
1,286lbs
FL10456-R4 Exp.12-31-2020
HETA40
Wood -framed floor to top of
concrete wall @ 48" O.C. Max
1,810 lbs
FL11473-R4 Exp.12-31-2020
EXISTING STRUCTURE
540 Sunrise Dr Fort Pierce
STRUCTURAL NOTES:
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16.
2) SOIL BEARING CAPACITY: 2000 PSF (MIN.),
3) ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28
DAYS.
4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28
DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BEAMS: 1 %" SUSPENDED SLABS: 1%"
6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60
STEEL MINIMUM IN BEAMS AND COLUMNS.
7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS
NOT PERMITED,,
9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO
THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES.
10)UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING -SHANK NAILS AT 4"
O.C. PERIMETER AND 6" O.C. FIELD.
11)UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND
INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 8" O.C. FIELD,
OR SCREWED N011 DRYWALL SCREWS 1,5" LONG AND 0.131 DIA.
12)STUCCO SOFFIT NOTE: SOFFIT TO BE STUCCO OVER WIRELATH W/ 11GA, 2" NAILS W/ 3/8" 0 HEAD @
6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS) OF 15# FELT.
*NOTE: PROVIDE TVVAK BUILDING WRAP BETWEEN PAPERBACKED LATH AND CDX PLYWOOD
13)EXTERIOR WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2- LONG NAILS WITH 3/8" O HEAD
@ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 15/32" CDX PLYWOOD
WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD.
14)INTERIOR TO BE '/." DRYWALL FINISH.
15)WEEP SCREEDS. A MINIMUM 0.019-INCH (0,48 MM) (NO.26'GALVANIZED SHEET GAGE),
CORROSION -RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF31/2
INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR
STUD WALLS INACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM
OF 4INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND BE OF A
TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE
WATER -RESISTIVE BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED.
iNR807
kCCESS
lttic access.
Is with combustible ceiling or roof construction shall have an attic access opening to attic areas that h ive a vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8
lical height shall be measured from the top of the ceiling framing members to the underside of the r :o framing members.
gh-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily accessible location. Where located in swell, the opening shall be
than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30 inches (762 mm) at some
)ove the access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics.
REVIEWED FOR '
CODE COMPLIANCE
ST. LUCIE COUNTY'
BOCC
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AXIMUM HEADER SPAN
3'-0"
6'-0"
UMBER OF FULL LENGTH KING STUDS EACH END OF HEADER
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ROOF TRUSSES OR ROOF JOIST PER PLAN a
L TA1 11J4 1 ' . 0 M XN 9251 795
—DOUBLE 2X6 TOP PLATE
Elk
—STRAP EACH STUD TO TOP PLATE WITH "SIMPSON"
SPH-6 WITH (10)10d X 1 1/2" NAILS. �1F4 10. 10. 1 mwl�
—STRAP EACH STUD TO TOP HEADER WITH "SIMPSON"11 d 2`LSTA-16 WITH (14) 10d NAILSX 12; ,:�c
—FULL LENGTH 2X6 STUDS I T �' 18
1 14� 0,15 11/�''
—DOUBLE 2" X 12" WOOD BEAM WITH 1/2" PLYWOOD' 14 ()' C.14; 1f40
y'''(�
SPACER GLUED AND NAILED WITH 10d NAILS AT S"
O.C. STAGGERED TOP AND BOTTOM
—HEADER STUDS 2X6 WOOD STUDS
—STRAP EACH STUD TO BOTTOM PLATE
WITH "SIMPSON" SPH-6 WITH (10) 10d NAILS HEADER STRIP
—PT 2X6 WOOD BOTTOM PLATE
SPF16 TOP &
BOTTOM OF ALL
EXTERIOR WALL
STUDS
2X6 EXTERIOR
WALL STUDS
/ @ 16" O.C.
2X6 BOTTOM WALL
/ PLATE
SDWV13400
@6"O.C.
I
REVIEWED FOR
CODE COMPLIANCE
ST. LUCRE COUNTY
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DATE 09-21-2020
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DRAWN 09-21-2020
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(
the underside of 2x10 floor Joists. O.C.
u5
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CONCRETE OR
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_
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BEAM
BUILDERS
A OPTION
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,QUIVALENT OF 6D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A
-
'ENETRATION OF AT LEAST 3/4 INCH (19 MM) AND BENT OVER TO ENGAGE NOT
ASS THAN THREE METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD
-
SUPPORTS WITH THE OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT
_
)F NO. 11-GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1-1/2 INCHES (38 MM)
ONG HAVING A HEAD NOT LESS THAN 3/8 INCH (9.5 MM) IN DIAMETER. STRANDS
)F LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR
.30FFIT VENTS TO BE 6"X24" AT 8' O.C. MAX.
EXTERIOR CEILING/SOFFIT DETAIL
N.T.S. '
-
ASTM 7.10.2.3: EXPANDED 3/8" 19.5 MM) RIB
'
- LATH SHALL BE ATTACHED TO HORIZONTAL
AND VERTICAL WOOD FRAME MEMBERS VATH -
NAILS OR STAPLES TO PROVIDE NOT LESS
-
THAN 1-3/4" (44.5) MM PENETRATION INTO
2X6 WALL STUD @
HORIZONTAL WOOD FRAMING MEMBERS AND
(19.1 MM) PENETRATION INTO VERTICAL
O.C.3/4"
16" V
WOOD FRAMING MEMBERS.
II
'
II
2-
BALLOON
FRAMING ELEVATION
05.1
SCALE: 1/2" _ 1'-Ut
A/R:N/A
REVIEWED FOR
CODE COMPLIANCE
E COUNTY
J ST. LOCI
R CC
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DATE 09-21-2020
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DRAWN 09-21-2020
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P1 SCALE: 1 = 1 —0 A/R:N/A REVIEWED FOR
JOB 540Sunrisel)r
CODE COMPLIANCE SHEET
ST. LUCIE COUNTY I
BOCC
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REVIEWED FOR
PROPOSED ELECTRICAL PLAN coDEco
COMPLIANCE
SHEET
ST. LUCIE COUNTY
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IMPACT AIR HANDLER
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09-21-2020
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