439 IREX RESA23-0008 DRAWINGS_13050 SH 3050 SH 3050 SH
3050 SH3050 SH3050 SH3050 SH3050 SH3'-0"3'-0"3'-0"EQEQ3'-0"3'-0"EQ
3'-0"EQ3'-0"3'-0"EQEQ3'-0"2x8 SYP RAFTERS AT 24"O.C.
12"x20" MONO FOOTER W/ (2) #5 CONT.
HORIZ. @ 48" O.C. TYP. OR OPTIONAL STEM
WALL FOOTER 10"x20" W/ (2) #5 CONT. HORIZ.
(1) #5 VERT. @ EA. CORNER & FILL CELLS PYRAMID ARCHITECTURALG R O U P , L L C .B R Y A N G R E E N , A R C H I T E C T3 8 1 0 T R O P I C A L T E R R A C EJACKSONVILLE BEACH, FL 32250T E L E P H O N E 9 0 4 . 6 6 2 . 1 7 8 1C E R T I F I C A T E O F A U T H O R I Z A T I O NN O . A A 2 6 0 0 2 1 0 6S T A T E O F F L O R I D A L I C E N S EN O . A R 9 5 3 1 2 _ _ _T H I S D O C U M E N T , A L O N G W I T HA S SOCI ATE D DOCUME NTS IS ANINSTRUMENT FOR THE ARCHITECTSSERVICE FOR THE EXCLUSIVE USE ATT H E P R O J E C T T I T L E D H E R E I N .INFORMATION DERIVED FROM THISDOCUMENT AND/OR ASSOCIATEDDOCUMENTS MAY NOT BE USED FOROTHER WORK OR PROJECTS WITHOUTTHE EXPRESS WRITTEN CONSENT OFTHE ARCHITECT SIGNED ABOVEP L A N N O R T H
F L L I C . N o . A R 9 5 3 1 2
B R Y A N G R E E N
C O A N o . A A 2 6 0 0 2 1 0 6
PERMIT SET/ NOT VALID
UNLESS WET SIGNATURE AND
RAISED SEALS U N R O O M A D D I T I O NF O RP A U L A N D K I M W E B B4 3 9 I R E X R O A DA T L A N T I C B E A C H , F L 3 2 2 3 3
03.02.2023
.
.
A1
FLOOR PLAN / ELECTRICAL FLOOR PLAN SCALE: 1/4" = 1'-0"
SITE PLAN SCALE: 1" = 20'
TYP WALL SECTION SCALE: 1/2" = 1'-0"1
A1
WINDOW INSTALLATION
/ FLASHING
WIND EXPOSURE
D
ULTIMATE DESIGN WIND SPEED (Vult.)
130 MPH
ENCLOSURE
ENCLOSED
MEMBER DESIGN CRITERIA (PSF)
ROOF (ASPHALT SHINGLE)LL = 20 DL = 10
BUILDING RISK CATEGORY
II
WIND IMPORTANCE FACTOR
1.0
MEAN ROOF HEIGHT
+/-12'-0"
INTERNAL PRESSURE COEFFICIENT
GCpi = +.18 OR -.18
1. Codes: Florida Building Code 2020, American Concrete Institute, American
Institute of Timber Construction and American Welding Society.
2. Live Loads:
Roof:20 psf
Second Floor:40 psf
Stair:40 psf
3.Wind Loads:
See Wind Load Notes SHEET A1
4. Allowable Soil Bearing:2500 psf
5. Soil Compaction:
Soil under slab on grade and foundation shall be compacted to 95%
modified proctor max. dry density (ASTM D-1557).
6.Materials:
Concrete (Normal weight-28 days)3000 psi
Light weight concrete of 9 psf per 1 inch thick 2000 psi or
Gyp-Crete of 7 psf per 3/4" min.2000 psi
Reinforcing Bar ASTM A615, Gr 60
Welded Wire Fabric ASTM A185
Hollow Load Bearing CMU ASTM C90, Gr N-I
Anchor Bolts ASTM A307 or A36
Wide Flange ASTM A-572(Fy=50 ksi)
Steel Tube ASTM A500 Gr, B
Welds AWS E70 or E60
Wood member for Beams & Posts #2 SYP
For Studs SEE PLAN / SECTIONS
Microllam LVL 1.9E
7. Concrete:
All concrete to be designed as per ACI 318 latest edition.
Footings 3000 psi
Slab on grade 3000 psi
All others 3000 psi
Splices in reinforcing where permitted:
Concrete 50 bar diameter
Masonry 48 bar diameter
Unless shown on drawings, minimum concrete cover for reinforcing:
Cast against earth 3"
Slab on grade centered
Exposed to earth or weather:
#6 thru #11 bars 2"
#5 bars & smaller 1-1/2"
All reinforcing shall be held securely in position with standard accessories in
conformance with ACI 315 during placement of concrete.
8.Masonry:
Concrete Masonry Unit ASTM C90, f'm = 1500 psi
Mortar ASTM C270, Type "S"
Grout ASTM C476
All grout shall be a shrinkage compensating pre-mixed type consisting of
non-metallic aggregate with a minimum compressive strength of 3000 psi
at 28 days.
Masonry reinforcing:
Laps (Typical U.N.O.)48 bar diameter
Horizontal reinforcing ASTM A-951, 9 ga, min. ladder
type at 16" on center
Brick ties & masonry anchors Dur-O-Wall or approved equal
Temporary shoring for all exterior masonry walls shall remain in place and
connected eliminating cantilever action of the walls until final connections
are completed.
9. Timber:
All wood framing shall be fabricated and installed as per AITC and TPI and
National Design Specification for Wood Construction.
Provide temporary top chord bracing until roof sheathing is in place.
All wood member exposed to weather shall be pressure treated.
Pre-engineered wood trusses shall comply with Truss Plat Institute Standard
with proper dead, live and wind loads. Drawings shall be signed and sealed
by professional engineer registered in the State of Florida.
Provide hurricane clips at both ends of each rafter and truss.
The number and size of nails connecting to wood members shall not be less
than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule
10. Structural steel shall conform to the AISC “Specification for design,
fabrication and erection of structural steel for building” latest edition.
Welded connections shall conform to the latest revised code of the American
Welding society, AWS D1.1 using E070XX electrodes.
Structural steel shapes, plates, etc shall conform to the following
requirements:
Wide flange and WT shapes: ASTM A-572 (Fy=50ksi) or ASTM A-992
(Fy=50ksi). Tube shapes: ASTM A500 Grade b (Fy=46ksi). All others:
ASTM A36 unless otherwise noted.
Shop paint all structural steel with one coat of Rustoleum with 2 mil dry
thickness.
Grout shall be non-shrink, non-expanding, non-metallic and high strength
(5000 psi min.). Five Star and Master Builders products are acceptable.
.
11. HILTI HIT-HY150 EPOXY SHALL BE USED FOR ALL CONNECTIONS
BETWEEN CONCRETE TO STEEL PER NOTATION.
GENERAL STRUCTURAL NOTES:
SCOPE OF WORK
·ADDITION
CODE
·2020 FBC (7TH ED.), RESIDENTIAL / EXISITING
·ASCE 7-16
TYPE OF CONSTRUCTION
·VB - UNPROTECTED / NOT SPRINKLED
NORTHINTERIOR END ZONE END ZONE DISTANCE = 4'-0"
EFFECTIVE WIND AREA (SF) POSITIVE SUCTION EFFECTIVE WIND AREA (SF) POSITIVE SUCTION
10 +51.7 -56.1 10 +51.7 -69.2
20 +49.3 -53.7 20 +49.3 -64.6
50 +46.2 -50.6 50 +46.2 -58.3
100 +44.0 -48.3 100 +44.0 -53.7
NOTE: AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6
MEAN ROOF HEIGHT UP TO 35'-0"
PROJECT LOCATION MAP
12"
3'-0"EQ3'-0"3'-0"EQ
EQ3'-0"3'-0"EQEQ3'-0"3'-0"3'-0"EQ2x8 PYRAMID ARCHITECTURALG R O U P , L L C .B R Y A N G R E E N , A R C H I T E C T3 8 1 0 T R O P I C A L T E R R A C EJACKSONVILLE BEACH, FL 32250T E L E P H O N E 9 0 4 . 6 6 2 . 1 7 8 1C E R T I F I C A T E O F A U T H O R I Z A T I O NN O . A A 2 6 0 0 2 1 0 6S T A T E O F F L O R I D A L I C E N S EN O . A R 9 5 3 1 2 _ _ _T H I S D O C U M E N T , A L O N G W I T HA S SOCI ATE D DOCUME NTS IS ANINSTRUMENT FOR THE ARCHITECTSSERVICE FOR THE EXCLUSIVE USE ATT H E P R O J E C T T I T L E D H E R E I N .INFORMATION DERIVED FROM THISDOCUMENT AND/OR ASSOCIATEDDOCUMENTS MAY NOT BE USED FOROTHER WORK OR PROJECTS WITHOUTTHE EXPRESS WRITTEN CONSENT OFTHE ARCHITECT SIGNED ABOVEP L A N N O R T H
F L L I C . N o . A R 9 5 3 1 2
B R Y A N G R E E N
C O A N o . A A 2 6 0 0 2 1 0 6
PERMIT SET/ NOT VALID
UNLESS WET SIGNATURE AND
RAISED SEALS U N R O O M A D D I T I O NF O RP A U L A N D K I M W E B B4 3 9 I R E X R O A DA T L A N T I C B E A C H , F L 3 2 2 3 3
03.02.2023
.
.
A2
LEFT SIDE ELEVATION SCALE: 1/4 = 1-0
FOUNDATION PLAN SCALE: 1/4 = 1-0 RIGHT SIDE ELEVATION SCALE: 1/4 = 1-0 TYP FRAME OPENING DETAIL
ROOF FRAMING PLAN SCALE: 1/4 = 1-0
REAR ELEVATION SCALE: 1/4 = 1-0
COLLAR TIES DETAIL SCALE: 1" = 1'-0"2
A2
SECTION SCALE: 1" = 1'-0"1
A2 SEE BLDG SECTION FOR COMPLETE INFORMATION