Plaza Drive 327 21'-8" 3'-7- /36" X 36" X 12" PAD
EXTEND STEEL FOOTING W/ 4- #5's
2' INTO EXTENSION E.W.
JF-,
00
cl,
8" BLOCK FOUNDATION
WALL - FILL ALL
CELLS W/ CONC.
8" X 8" TURN
DOWN EDGE W/
4" CONC. SLAB W/ # 5 CONT�
6X6 10/10 W.W.M.
c"I SLOPE 3" OR FIBERMESH ON
VISQUEEN
#5 VERT. @ CORNERS
& 48" O.C. MIN. SEE
SECTION
7'-10" c� 3'-11"
20" X 10" CONC. FOOTING
W/ (3) # VS CONT. TURN 30" X 30" X 12" P� D
OUTSIDE BAR AROUND CORNERS FOOTING W/ 3- 6' 'CA
25" MIN. E.W. F-
el
2X6 JOIST 0
16" O.C. SEE
ATTACHED PLANS
BY OTHERS
4- ATTACH NEW FOOTING TO
EXISTING FOOTING 0
48" O.C. SEE DETAIL BELOW
14— 4-
D
-F j5p
v
cl,
T 3�6- ADD 12" x 36" EXPANSION TO� E6ACH SD
OF EXISTING FOOTING. WITH (1) #5 0 4T. DOWEL
z NEW TO EXISTING WITH (3) #5 DOWE S E XIED 4" INTO EXISTING.
z
0
LL- F
0
z F
I - :ij
x
REMOVE EXISTING FLOOR JOISTS
AS REQUIRED AND REPLACE
NFW TYP- FOUNDATION WALL
81-FOOTING
L
ATTACH NEW FOOTING TO
EXISTING FOOTING 0
48" O.C. SEE DETAIL BELOW
NEW FOO-nNG EXIS-FING FOO-Dt!!�._
12- 4
'A
4
4
N
lx�/'IX/1 IX/1 X//NX'X�/N X/ IX
X NN XN '\y
DR LL C HOLES, CLEM
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48-oc. MAX SPACING)
C) ETA I L
NEW FOOTING TO EX15TNG
f
FOUNDATION PLAN & SECTIONS
SCALE 1/4"=l'-O" U.O.N. DRAM ffy J I M G I L L I A M REWSM:
DATE: 08/14/2002 PHONE NWBER 904 249 0072 REVISED:
JEFFREY K HULSBERG,
(FL PE No.33152) ADDITIONS TO THE O'NEILL RESIDENCE
2955 HARTLEY RD.,SUITE 202 MAWING NUMKR OF 6
JACKSONVILLE,FL.32257 F L 0 R I D A
�Aoj Fax(904)260-4367 A T L A N T I C B E A C H FOUR
GENERAL DESIGN CRITERIA: 10. Contractor shall provide spacers, chains. bolster, etc., necessary to support reinforcing steel.
Codes: Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel.
2001 Florida Building Code, ASCE 7-98, ACI, ATIC, NDS, AWPA, APA, (Latest addition). 11. All reinforcing details shall conform to Manual of Standard Practice Jbr detailing reinforced concrete
structures ACI 315 (latest edition), unless detailed otherwise on the structural Drawings.
I
GENERAL NOTES: 12. All concrete work shall be in accordance with "'the building code reguirements Jbr concrete".
ACI 318 (latest edition), and "specificat ions Jbr structural concrete for buildings" ACI 301.
1. It is the intent of the Designer that this work be in confirmance with all requirements of the authorities
having jurisdiction over this type of construction and occupancy. All contractors shall do their work ROOFING:
in conformance with all applicable codes and regulations. 1. Roofing shall comply with 2001 FBC Chapter 15.
2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work.
3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, 2. Asphalt shingles shall be designed for wind zone of the structure.
sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work.
3. Follow the manufacture's attachment schedule for the wind zone of the structure.
4. These documents, as instruments of service are the property of the Designer and may not be used or reproduced 4. Asphalt shingles shall comply with ASTM D 3161.
without expressed written consent of the Designer.
5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any MASONRY:
similar situation elsewhere in the work except where a different detail is shown.
1. All masonry work shall be in accordance with ACI 530 ASCE 51 TMS 402.
6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation
and soil compaction specified in the soil report shall be Jbllowed unless additional more stringent requirements are 2. Concrete masonry units shall be ASTMC90-75. hollow load-Bearing Concrete Masonry Units, Type 1.
specified. Notify Designer if Jbundation conditions encountered differ from soil exploration information made available
Grade N-1, normal weight, with a minimum compressive strength of 2000 psi (f"M=1350psi). P
C_
to the contractor.
3. Mortar shall conjbrm to ASTMC270 and be of type M or S. U
7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building ed
and its component parts during erection.
4. Horizontal masonry joint reinforcement shall be galvanized truss-type with 6" lap at all splices and
8. Temporary bracing: placed at every other block course, maximum 16"o.c.
Contractors shall be responsible Jbr all temporary bracing that is required during construction
to keep structure safe and plumb until the entire structure is in place. Bracing oi� 5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings.
shown on structural drawings is for the completed structure only. Lintels shall be of sufficient size and reinforcement Jbr the given span loading conditions.
9. Verify all dimensions prior to fabrication and construction. FRAMING:
10. Subsurface soil condition information is not available. Foundations are designed for a 2000 psf soil bearing capacity.
1. Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified
Contractor shall report any differing conditions to the Engineer of Record prior to commencing work. by the plans and specifications.
2. All wood framing shall be fabricated and installed per ALTC and TPI and National Design
CONSTRUCTION NOTES:
CONCRETE: Specifications for Wood Construction.
3. All framing anchors and connectors, noted on drawings by Simpson or equal.
1. All concrete shall have the Jb1lowing minimum compressive strength at 28 days:
4. All wood members exposed to weather or in contact with masonry concrete,� or soil shall be pressure-treated.
slab on grade, footings----------f'c=2500psi I'
remaining concrete-------------fc=3000psi LO
5. Contractor shall provide all fastening devices necessary and suited for each application. N
2. All concrete slabs on grade shall be thickness as indicated on the drawings over minimum 6 mil. polyethylene (visgueen) vapor Fastening subject to moisture shall be hot-dip galvanized to ASTM153-80., 04 CN
barrier. Such slabs shall be reinforced with 6x6 W1.4 x 1.4 ww7n lapped 8" at edges and ends in conformance with ASTM-A 185 or
6. All metal connections and fabrications shall comply with A.LS.C. specifications. U�_
Fibermesh Reinforcement with minimum 2" fiber length at ILBICY complying with ASTM C 1116. 14,
�L_u Ui c)
T
3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a 7. Solid block all joist and rafters at point of support. 5 _J
C/) _J X
density of at least 95% of Modified Proctor Maximum Dry Density (ASTMD1557). Fill shall be treated with terry ite > cu
Poison before slab is placed. - B. Prefabricated structural trusses shall comply with NFPA National Design Specifications for Ci Z LL
Wood Construction IPI Design Specifications for Metal Plate Connected Wood Trusses and AITC 100. 0
4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95% of Modified Proctor Maximum C/)
Dry Density (ASTMD1557) for a depth of at least two feet. (2*) below the bottom of the Jboting. 9. All trusses shall be designed and certified by Truss Manufacturer's registered Engineer. UJ
_J CN
5. Where shown, cores of block masonry shall be filled with coarse grout or pea 10. Contractor shall correlate with truss manufacturer to ensure adequate bearing is provided at -30
00
gravel concrete with minimum compressive strength of 2500 psi at 28 days. 00
end reactions of all girder trusses.
6. Reinforcing steel shall be ASTMA-615 Grade 40 deformed new billet steel LO
11. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal r approval. 0 CD
conforming to AC1301. AC1315. AC1318 and CRSI Manual of Standard Practice, fo 0) CD
(latest editions). Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's license N
to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and _C�
r? IL
7. All continuous vertical and horizontal reinfircing steel in Jbotings, beams and installation drawings showing size, shape and layout. 0 0
columns shall be lap spliced a minimum of 36 bar diameters or 24", whichever is greater. 12. Brace trusses during erection and permanent installation to comply with TPI BWT-76.
8. The fillowing minimum concrete cover shall be provided for reinjbrcement:
3--------Concrete cast against and ermanently exposed to earth. 13. All prefabricated wood trusses shall be securely fastened to their supporting walls or beam with
P
2--------Concrete exposed to earth or weather, #6 Bar and larger. hurricane clips or anchors.
------Concrete ex osed to earth or weather, #5 Bar and smaller. r r
2" P
1 112"--Concrete not exposed to weather or in contact with earth Jbr the primary reinjbrcement,
f 4. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling.
and spinals in beams and columns.
ties, stirrups, I/V*11
STEEL:
9. Horizontal beam and Jboting bars shall be bent 25" around corners or corner bars with 25"
lap shall be provided. 1. Structural steel shall conform to AISC specifications for design and fabrication and erection of structural steel for buildings,
(latest edition).
a. Welded connections------------------------------ A WS D1.I
b. Anchor bolts----------------------------------- ASTM-A-307 LU
c. Structural steel shapes. plates, etc. shall conform -------- ASTM A-36 !� Z
11 Z
Lai
rSHEET:
H Ell
G
GN
j
SIRUCRIIIIAL W1
STUD TABLE
_ D 1. ALL LAPS IN TOP PLATE OF BEARINIS5 104ALLS SHALL 13E STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS
NUT w/ 2" x 2' X 1/8' WASHER LEMGTHT A MINIMUM OF 4'-0"AND NAILED HTH 12- l6d COM CEILING No. 2 SPF No. 2 SYP No. 1 SYP
FLOOR 2x PLATE (SYP) W/ CUT CUT LENGTH SHALL BE 441 NAILS OR 16- 5*x .131" CAM MAILS. HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6
SPH4/6 0 32* o.c. LENGTH FOR 16' DEEP JOIST CMU 5TEMNALL 4" MINIMUM #5 CONT.
1/2- THREADED ROD ON 2.ALL&ABLE EN05 SHALL 13E E3ALLOON FRA&ED OR W
1/2- COUPLING TO DOLT REFER TO WALL SECTION FOR TYPICAL ANCHORS OF 5EARINO ENRACEP PER DETAIL. 8 ft. 16"oc. 24"oC. 16*oc. 24*oc. 16"oc. 24"oc. 0
TIMBERSTRAND RIM JOIST 5.ALL SHEARHALLS SHALL 13E NAILED AT 5"oc.OR 6"4:),c.
(AS NOTED)ON ALL EVC-155 AND 12"ora. INTERMEDIATE 9 ft. 16"oc. 2eoc. 16"oc. 24*oc. 16*oc. 24"oc.
2 x 8 PT SILL 00 K/6d COM HAILS(U.ONJ BLOCK ALL UINSUPPORTED
EDC:455 ViTirl 2x4 FLAT16115E BLOCXIW-7. SHEAfZV1ALl_S
CLEAR 1 #5 CONT. SHALL BE 15-02"rl:>X OR-IA(7*05B.MON) 10 ft 16*oc. 24*oc. 16*oc. 24*oc. 16*0c. 24*oc.
- 1/2* x 8" ANCHOR BOLT SPAN 4.STRAP HEADER STUDS TO DOUBLE TOP PLATE H/ I I
TERMITE SHIB�D 0 32' o.c. SPH4/6 AT EACH END OF HEADIER AND NAIL w/12- 10d 11 ft. N/A 24"oc. N/A 24-oc. N/A 24-oc. LL
- U-LINTEL w/ I # 5 COW. 4" CONC. SLAB 2500psi w/ x 1 1/2 NAILS OR 12- 331'x 2 1/2*CAJN NAIL5. LIL
4 MIL VISOLIENE FIBERMESH OR 6x6-10/10 WWM 5.HEADER STLVS A&V HEAVER CRIPPLES SHOLtD 13E 24"oc. N/A 24oc. N/A 24*oc. 0
1 111 5 VERTICAL AT 48* o.c., NAILED T065E AT 6"or_W 12d C-UN NAILS(.13lx 12 ft. N/A
-IN ALL CORNERS AND ON EACH 5' PRECA5T LINTEL 3")STAGSI9ERED. CLIP UNIT TO SHOE PLATE HTH - 0
SIDE OF OPENINGS I-5PI44/6 CUP AND NAIL HTH 12- 10d x 1 1/2 NAILS 13 ft N/A 24*oc. N/A 24"oc. N/A 2400.
PqIDTH VARIE5) (U.ONJ W
END I
LENGTH -71N 24'oc.
z:
10* x 24" CONC. FTG.
w/ 3 #5's CONT. minimum V 6.ALL PqINDOK AND DOOR 00MIDONENTS MIJST BE DE54C M 14 ft. N/A 16*oc. N/A 24*oc. N/A
Provide minimum V To HITH53TAND THE DESION 01IND LOAD5.
A end distance -T.ALL CONNE-OTOR5 ARE Simpson OR ELVAL.W.O.N.) 15 ft. N/A 16"oc. N/A 16"oc. N/A 24"oc.
NAIL w/ 11 - 10d COM A
IN EACH END LENGTH b.FOUNDATk?IN DESIC-N 15 BA51ED ON MINIMUM SOIL
( TOP AND BOTTOM Simpson Strong-Tie L BEARIN65,OAPACATY OF 2,000 p5f. 16 ft. N/A I 16'oc. N/A 12'oc. N/A 16"oc. U_
TYPICAL FOOTING w/ BRICK VENEER OFFGRADE N.T.S. CS16 AT 32' OC. GRADE CLEAN, TREATED, COMPACTED FILL NOTE:THIS TABLE APPLIES TO STRUCTURES NTH MEAN ROOF F 1EIGHT LESS THAN 25!AM _j
CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN. YS'SHEATHING.
A. SPF STUD GRADE MAY BE USED ON 8'OR LESS NOMINAL PLATE HEIGHTS ON SINGLE
z
#5 VERTICAL AT STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS.
ZC'ONTINUOU5 FOOTIN& 4b"oo., AT 6ORNER5,
z
SYSTEM 2x4 PLATE AND EACH51DE OF z
41LOCKING REWD OPENIN65. LU
4 2 x 12 JOISTa rP.)
�L >
2 X a FT SILL� TYPICAL FOUNDATION IN &ARA&E TYPICAL AC�GE55 OPENIN& IN FOUNDATION K6LL z
H2_5A CLIP AT EACH JOIST NUT w/ 20 x 2" x 1/8" WASHER 0
3-202 BEAM 0
TERMITE SHIELD SIMPSON PA-18 W
8r x 16"CMU 9
1 #5 VERTIM _�'��BEAM- W/ 1/2* THREADED SIMPSON PA 51 EMB. STRAP MANUFACTURER CONNECTOR NAILING PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR 0
4 MIL YGOLIME ROD THRU CENTER HTT16 SW x ir WEDGE ANCHOR 5V THREADED ROD WITH MIN.10"EMBEDMENT LL
GRADE SIMPSON L1720 10-16d COM NAILS
GARAGE SLAB THICKENED EDGE (/) .1
24'.28'.12" FIG. USE EPDXY ANCHOR SIMPSON HTT16 I S-16d COM NAILS HTT22 N/A 518"THREADED ROD WITH MIN.1 O"EMBEDMENT
w/3 #W9 EX (U.O.k) ONLY WITHIN
STEMWALL 6' OF EDGE CONCRETE. LTT20 I rZ'A-r WEDGE ANCHOR 112"THREADED ROD WITH MIN.6"EMBEDMENT
__.-PERMACAST COLUMN SIMPSON HTW 32-16d SIN KERS PHD8 N/A 7/8"THREADED ROD WITH MIN.1 SEMBEDMENT W
STEMWALL FOOTING SIMPSON PHD8 24-Y4*x 3"SDS SCREWS
WEDGE ANCHORS SHALL BE'RAWL-STUD'OR'KWIK-BOLT"OR APPROVED EQUAL
EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE'SET"OR HILTI*HIT'OR APPROVED EQUAL
e.e- BRICK VENEER WITH 1" AIR SPACE
AND WALL TIES AT 16"oc. VERT. AND AT
32" oc HORIZONTAL
WITH GAILV. FLASHING AND WIMP HOLES. 1/2- THREADED COUPLING NAILING SCHEDULE
2x4 PT SILL W/ SST- SPH4 AT 32' OC. REVISED 11125102
1/2* x 10" A.B. AT 32* OC. COLUMN BASE CONNECTION TYPICAL NAILING ALTERNATE NAILING I ALTERNATE NAILING 2
wl 2' x 2" x 1/8* WASHER Lap in double plate 12 - 16d common 16 - 0.131" x 3 1/4" gun nails 20 - 12d sinkers
4' CONC. SLAB 2500psi w/ FOUNDATION 6' o.c. on edges and 12' o.c. in the
FIBERMIESH OR 6x6-10/10 WWM field with 8d common, box, screw 6" o.c. on edges and 12" o.c. in the 4" o.c. on edges and 8" o.c. in the
1/2" x 10" GALV. ANCHOR BOLT SW - shearwall shank or ring shank _ field with 0.131" x 2 1/2" gun nails field with 0.099" x 2" gun nails
3" o.c. on edges and 12" o.c. in the
v A A field with 8d common, box, screw 3' o.c. on edges and 12" o.c. in the
TYPICAL "PERMACAST" COLUMN #4 BENT INTO FOOTING AND SW(3) - shearwall shank or ring shank field with 0.131" x 2 1/2" gun nails co
A 6" o.c. on all supports with 8d 6" o.c. on all supports with 0.131" x 2
CLEAN, TREATED, COMPACTED FILL THICKENED EDGE ENC. & PART. ENC . 1/2" or com m on, ring shank or screw 1/2" smooth, ring or annular shank gun
7/16" Roof Sheathing, shank,4" o.c. edge nailing within 4' nails, 4" o.c. edge nailing within 4'of
GRAD 8- CMU STEMWALL w/ 1#4 VERTICAL 120 MPH of roof edge and ridges roof qdge 0
AT 48- OC. AND ALL CORNERS, w/ 11- 10d commons in each end (22
4 - HOOK AT SLAB AND 6- HOOK NOTE: #4 VERT. -TYPICAL- Simpson LSTA30 total)
12 OPENINGS TO 5'
9 -10d commons in each end (18
r I IJ AT FOOTING. WIDTH USE (1) LO
7 ' - .. v SPH4/6 TOP Simpson LSTA24 total)
00,W*4 E-1
AND BOTTOM 1 #5 CONT. 10 - 10d commons in each end CV
Q==L2F (20 total)
20" x 10" CONC. OPENINGS 5' TO Simpson HTS30 13 - I Od com m ons, im.each and co c)
FOOTING w/ 2f5's CONT. 7' VADTH USE Simpson MSTA36 (26 total)
--- FOR TWO-STORY --- (2) SPH4/6 TOP
V-8' AND BOTTOM Simpson SPH4 12 - 10d x 1 1/2* nails
USE 22*xlO" FTG. SPH4/6 AT 32* o.c.
w/ 3 #5's CONT. NOTE (TYPICAL) Simpson H2.5A 10 - ad commons (Total) 00
TYPICAL STRAPPING (UNO) SIMPSON MTS12 (2) 10 - 10d x 1 1/2' in rafter; 10 - 10d 0
NOTES: Simpson H16 x 1 1/2" in plate
TYPICAL STEMWALL w/ BRICK VENEER ANCHOR BOLTS 0
AT EITH SIDE Simpson LTS12 5 - 10d com m ons in rafter& plat - na s n ra er p a es 1.4
OF KING STUDS, 7 0.148" x 1 1/2" nails in rafter& T-mi
PLATE MUST BE
COW. BETWEEN 7/16- OSB SHEATHING NAILED AT 6" OC. ON ALL Simpson MTS12 7 - 10d com m ons in rafter& plates plates C)
BOLT AND KING Simpson LTA1 12 - 10d x 1 1/2" 134 1-, z
2x4 PT SILL wl SST- SPH4 AT 32- OC. STUD SUPPORTS w/ 8d COM OR 8d RING SHANK. Simpson PHD8 24 - 114" x 3" SDS screws F-I
1/2" x 10" A.B. AT 32" OC. ANCHOR BOLTS j..4 0
MUST BE WITHIN x 4 STUD Simpson MGT 22-- 10d commons I U)
w/ 2* x 2' x 1/8" WASHER 12' OF KING ALIGN w/ RAFTER Simpson HTT16 18 - 16d com m ons Q0
4" CONC. SIM 2500psit w/ L STUDS ROOF SHINGLES OVER 15# FELT ISim pson HTT22 32 - 16d sinkers 00
FIBERMIESH OR 6x6-10/10 WWM 1/2' x 110* STRAP STUD TO DOUBLE 00
ANCHOR BOLTS LO
AT 32* o.c. OR SIMPSON MTS12 CUP PLATE w/ SIMPSON MTS12 LO
FA-3 AT 24" o.c. AT EACH RAFTER
4 (TYPICAL)
CV C:>
LL NAIL RAFTER TO CEILING
8- CMU STEMWALL wl 1#4 VERTICAL JOIST w/ 4 - 12D com. (MIN)
GR' CLEAN, TREATED, COMPACTED F1
AT 48- OC. AND ALL CORNERS, W/
19" W rW AT qIAR AN) A. I.MK
r-r -
AT FOOTING.
DOUBLE RAFTERS AT DORMER WIDTH
HURRICANE ANCHOR AT EACH TRUSS OF ( 2' - 5'
;*.7c>
20" x 110' CONC. /-TRUSS SEE SCHEDULE CUP STUDS TO DBL PLATE w/ SST- SPH4 0 32 DORMER WIDTH
FOOTING w/ 2#5's CONT. TRIPLE RAFTERS AT
0 F 5' - 8'
USE 3 #5's CONT. BEARING WALL
FOR TWO-STORY oe 3-1 6d COM 0 EA.
BLOCK (TYP.) 0'.
(2) 2x- SYP DOUBLE TOP PLATE w/ 2 x STUDS 0 16" o.c.
TYPICAL STEMWALL DOUBLE HEADER
M (TYP.) SST- SPH4/6 AT 320 OC. el
\,--2x4 BLOCKING @ 24"oc. 2x- SPF #2 STUDS AT 16* OC. CORNICE DETAIL AS
SIMPSON A35 (TYP.)
(SEE STUD TABLE FOR SIZES PER BUILDER"S SPECS Z
AND SPACING AT VARIOUS HEIGHTS) �: _7
NAIL RAFTER TO RIDGE W/
-SHEARWALL
7/16- OSB SHEATHING NAILED AS NOTED (3) .131" x 3" TOE NAILS
ED
CLEM COM FILL TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION %"'��2xI6 RIDGE BEAM
1 #5 C T.
FLOOR SYSTEM 2x4's @ 24"oc. (TYP.)
NUT w/ 2" x 2" X 1/8" WASHER
TYPICAL THICKENED EDGE FOOTING z
2x PLATE (SYP) W/ <
(2) 2x4's 0
2 x 4 STUDS 0 16' o.c. SPH4/6 0 32* o.c.
No. 2 or Bt. SPIF
00 11.4
2 x 4 STUDS 0 16" o.c. CUP STUDS TOP AND BOTTOM 1/2- THREADED ROD ON
No. 2 or Bt. SPF W/ SST- SPH4 0 32' o.c. NOTE:Y16'HARDWANEL SHEATHING MAY BE SUBSTITUTED
1/2- COUPLING TO BOLT FOR Z16'OSB SHEATHING SPECIFIED NTH A Toe.EDGE H2.5A CLIP (TYP.)
CUP STUDS TOP AND BOTTOM 9q
W/ SST- SPH4 0 32" o.c. 1/2" x 7" WEDGE ANCHORS NAILING PATTERN.NAIL w/6d GALV.COMMONS at 6"OC.
0 32" o.c. TIMBERSTRAND RIM JOIST ON ALL EDGES AND SUPPORTS. A Z:Z)L�
00 0 0:4 0
1/2' x 7* WEDGE ANCHORS 4" CONCRETE SLAB w/ LTS12 rApp- z
0 32" o.c. 6x6, 10x1O WWM OR 2 x 8 PT SILL ................ a: L)Cn
FIBERMESH REINF. Ir-t'M Z:)E-
_+_ 54 J�0 w
4- CONCRETE SLAB w/ 6 MIL VAPOR BARRIER OVER
6x6, 1000 WWM, OR TERMITE SHIELD z
TREATED & COMPACTED FILL 1/2" X W ANCHOR BOLT K-924F,
FIBERMIESH REINF. r ;4M .0
rA 6 Pq
4t 0 320 o.c. 4 MIL VISQUENE
U-UNTEL w/ 1 # 5 CONT. E- a:
w 04 w
IQQM E-
6 MIL VAPOR BARRIER OVER 1 # 5 VERTICAL AT 480 o.c., E-
(2) # 5's CONT.
TRE46TED COMPACTED FILL 8' 1'-4" 8'
NOTE: FOR 2-STORY CONDITION IN ALL CORNERS AND ON EACH 10" x 20" CONC. FTG. Em-
(2) # 5's CONT. USE V-8- WIDTH w/ 3 #5's CONT. SIDE OF OPENINGS %
NOTE: FOR 2-STORY CONDITION w/ 3 15's CONT.
USE V-81" WIDTH w/ 3 #5's CONT. 1k A TYPICAL TYPICAL DORMER FRAMING 3/8' 1'-0" SHEET:
ICAL INTERIOR BEARING STEP FOOTING EXTERIOR WALL SECTION --7 ,4
S-1
�_j V
E51;71 L.5=5-,
FLOORS-
LIVE LOAD= 40psf
15psf
4x4 PT POST ON SIMPSON AEW44 DEADLOAD=
(CARPET or WOOD)
POST MASE W/ (2) SIMPSON Arb CLIPIS DEAD LOAD= 20psf
STA30 AT 15EAM AI50VE or USE (TILE)
HTTICO, PERMACAST DETAIL, (TYPICAL) DEFLECTION CRITERIK,
TYPICAL EDGE STRIP (5) CARPET or WOOD= U480 LL
(2) 2x12 L/240 DL
2 - 2 X 12 TIL - Lr"LL
a = 3.0 L1360 DL CO
ROOF(TRUSSY 0)
roxro PT POST ON SIMPSON A5U&& LIVE LOAD= TC 20psf
(2) CRIPPLES POST EASE w/ (2) SIMPSON Wro CLIPS PICAL IN ERIOR ZONE (4) BC 10psf
DURA'nON FACTOR: 1.25
AT 5EAM A50VE or USE + _j OPEN pog�C I DEAD LOAD= TC 7psf
(MW PEWACAST DETAIL. (TYPICAL) > H CE LING REQUIREMENT BC 5psf
MINIMUM V SHEATHING REQUIRED ON
EXTERIOR CEILINGS. NAILED WITH rod
cOM or 5OX AT rolloc. ON EDGES AND
W ROOF(CONV.FRAMEY 1�q
12"oo. IN THE FIELD. (TYPICAL) RAFTER LOAD= 20psf LL
tu 10psf DL
tu DURATION FACTOR: 125
ISALLO(X4 FRAME WAL CEILING LOAD= 20psfLL
> > 10psf DL
t 1 _j _j "C:7� j
i UP TO BOTTOM OF
01 ROOF FRAMWa x ITERI;
LU-0 E
oft I BUILDING CODE:2001 FLORIDA BUILDING CO W
V WIND DESIGN METHOD:ASCE 7-98
I a E I x z
= 4 F, x
LLI 0- C41 BASIC WIND SPEED: 120 mph
LU BUILDING CATEGORY:11
,J)—
3: FL q I
(3) 2x& WIND IMPORTANCE FACTOR:1.00
0_,0
4 (L iL
POST
ul WIND EXPOSURE:C
U '�_�42) MSTAUP DESIGN FOR ENCLOSED STRUCTURE
d) i-0 lu
WIND PRESSURES ON WINDOWS & DOORS (psf)
Enclosed Structure j
2XCP
WALL AREAOFOPENING EDGESTRIP (5) INTERIOR ZONE IIA-11
WTTI Pos Neg Pos Neg
T
F 31.4 34.0
0 to 20 sf 31.4 —
/_WT L 20.1 to 50 sf 30.1 30A _____732.7
_v_ 50.1 to 100 sf 28.2 -
100.1 to 200 sf —26.6_____:_327—26 6 -29.3
1200.1 to 500 sf 25.31 __��_8F_25.31 -27.91
Base Design Pressure 26.60 GCpj ±0.18
(4) 2X4
POST BALLOON FRAME
w/ T16 r 2Xfo STUDS
(3) 2x SWEARWALLS NAILED AT ro"oc. ON EDGES
AND 12"oc. IN INTERMEDIATE SUPPORTS
WITH 5d COMMON NAILS.
5WEARWALL6 "LED AT 3"oc. ON EDGES
AND 12"oc. IN INTERMEDIATE SUPPORTS
WITH 6d COMMON NAILS.
(2) CRIPPLES (2) CRIPPLES (2) CRIPPLES
(MIW (2) CRIPPLES (MIN.)
(MIW (MIW
(.0
NOTE: THIS STRUCTURE WILL 5E
�,ONSTRUCTEC> WITH STORM C)
m 04 (0
SHUTTERS OVER ALL WIN0OWS W LO
04
2) WT630 AN0 GLAZE0 00ORS. t
TTIrp �4 Z) CD
(2) 1 x 11 ir L-v4- DROPPED ID---- ALTESN ATE: INSTALL IMpACT RESISTANT U) -1 C3)
(2) 1 x 16 LVL I.L %-.,
m 2-2xI0 GL OR GLAZE0 OfOENINGS. - X
2) WT630 C� 0 W C13
2) WT530 '%'�(2) WT530 ___UZZ22 0 of _1 U_
z _j
WIND-BORNE DEBRIS PROTECTION FASTENING >_ —
W W > ,r-
SCHEDULE FOR 7/16" OSB or 15/32" CDX CL _j ZC)
. 1-- 0 '*
FASTENER SPACING (in. _j 0� U) C�
FASTENER TYPE LL
<
r 00
PANEL SPAN < 2 ft<PANEL 4 ft< PANEL 6 ft < PANEL LO < (10
SPAN < 4ft SPAN < 6 ft SPAN < 2ft U)
2 ft m C)
C14 0')
EX15TING 2 112" # 6 WOOD SCREWS 16 16 12 —9 C_:
HOUSE EXISTING HOUSE 2 1/2" # 8 WOOD SCREWS 16 16 16 12
5ELOW DOUBLE-HEADED NAILS Q4
10d COM or 12d BOX 12 6 4 3
1 1122' X #8 MACHINE
SCRBN IN THREADED
INSERT 16 16 16 12
Note: Fastners shall be installed at opposing ends of the wood panel.
14�
LLI
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0
0
El
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NOTE: ALL LOAD 15EARIWa WEADESZ51' SHALL 15E SHEET:
NOTE: ALL LOAD 5EAR1W_% HEADERS SHALL 5E A MINIMUM OF (2) 2x& No.2 or 5T SYP (U.ON-)
A MINIMUM or- (2) 2xI0 No.2 or BT SYP (UON-) &ECOND FLOOfR
02-10-03
ICV LSL RIM JOIST 4) lbcl C40M NAILS
(TYPICAL) 240 CONTINUOUS SWU -FASCIA FOR 121-011 MR L I'l
MAX. 1'2)
(2) 2A2
a
(2) WTS30_1__***' 0)
.5
A
2 0 2411 oc 1% 1 -
+ U-
1 X4" STEEL PLATE (TYPICAL)
16' TJ I FIR 0 3 50 24 W 111
0 dia, HOLE FOR T"RU
IL BOLTS (TYPICAL)
x
ALIGN WITH HOLES
lu IN OUTER PLATES
I I I 1 20 (0 / \
IQ C% lu _T ui
x u-
49�
*A
C% b z
x Z 0
x d) 0-
I I I I I - d) )p-
w*1 1;� 80
If
C-4
C-4
CA d cc%
STRAP POST EWTL Z x
ISETU EN FL
(14) 2x SY w/ (2) CSICp STRAF
F"OST wl H", Irp x (A j
04
0
rr A%
x 900
I A301 THRU
1461 *AOV I BOLTS (TYPICAL)
,.,m
rim I Pm _j AM
MEN
BALLOON c*4
(3) xb Im KS FRAME 0
;I A t
L
T) .
BE Et C OFR6 m x
at T LC -(2) ] x 16" L x c*4
C4
ME
IN 31
L V4" STEEL PLATE (TYPICAL)
!Y,&" dia- HOLE FOR TWRU
BOLTS (TYPICAL)
_,,,,,�TYPICAL NAILING AT HIP rT
19P Ti Ps 0 2-1 RIDGES (b) J311, x 3 X4
NAILS 1 11, T
2 8 24"
co
y f6\.,f L Ol,0EF0=f;AME
211 (TYPICAL) C)
2) WT83d, C)
vo -*y to
W LO Cq
C)
CUSTOM 6ONNECTION AT HIP RIDGE u')
Ce) U)
(2) 1 x 16" LVL LL
�D c� _ x
(2) WT630_�-1 0 W cd
0 LL
z
W w >
_j z c)
F- 0 -;t
c�
C.0
CO
OVERFRAME GA5LE U-)
LO
C)
EX16TING
HOU&E
2x6 RAFTERS at 24"oc-
Ix4 SYP ATTACHED TO RAFTERS
w/ (2) ro" SPIKES (MIN. clia. .142")
1 4
3" INSULATION BOARD
lx& T4G DECKING
�_7
NAIL w/ (3) 5d RING SHANK
METAL ROOFIWS ATTACHED PER
MANUFACTURERS SPECS FOR
DESIGNED WIND SPEED
2xa No2 SYP
5U5-FASCIA
F_ <
0�4 re
2 152411oc. Ln
SECTION OT
—A
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El Lf)
SHEET:
x
x
c*4 c*4
El F-I
C LL_ 113
FLOOfP,, FLAN S �3
fROCIF FL AN 02-10-03
r
BRICK VENEER WITH 1' AIR SPACE PUCE IN UPPER PLATE STUD TABLE
AND WALL TIES AT I 6"oo. VERT. AND AT STUD SPACING FOR EXTERIOR LOAD-BEARING VALLS
32" oc HORIZONTAL 2!S x I.ALL LAPS IN TOP PLATE or-BEARIN&HALL9 SHALL M
r A MINIMUM OF W-00 AND NAJLED NTH 12- l6d COM CEILING No. 2 S F No. 2 SYP No. 1
WEEP HOLES 0 48"oc. MINIMUM 12- 16d or NAIL5ORI6- 3"X .131' GUNNAILS. HEIGHT 2x4 2x6 2X4 2x6 2x4 2xG
GALV. FLASHING 16- .131" x 3" IN THIS 2.ALL 6AME ENDS SHALL BE 5ALLODN FRAMjv OR 07 a ft. 116,0C. 24"oc. 1 Woc. 24"oc. 1 roc. 24"oc.
ZONE (TOTAL) DOUBLE PLATE (NAIL w/ BRACZP PER DETAIL.
2x4 PT SILL SPUCE IN IDWER PLATE .131" x 3" 0 8"oc. 3.ALL SHEARHALI-S SHALL IBE NAILED AT 3'oe.OR 64 9 ft. 1 6,0C. 24,0C. 1 S'oc. 24"oc. 1 6"oc. 24*oc.
L6 (AS N01M)ON ALL EDSE5 AND 12"or- INTEW-WIATE 10 ft. 1 6"oc. 24oc. 1 S'oc. 24*oc. 15 oc- 24"oc.
1/2" ROD ASSEMBLY AT NOTED SPACING CLEM COMPACTED FILL STAGGERED v4/Od C�OM NAILS(U.O.Nj BLOCK ALL UNSUPPORTED
AND EMBEDMENT 4' or GREATER MXA!5 K"23o4 FLAT K5E BLOC4CINS. 5HEARNALL5 11 ft. N/A 24'oo. N/A 24'oc. N/A 24*oc.
1 #5 CONT. MIN. SPLICE SHALL 5E 15/32"rvx ORIAb"o9B.(Uo.W
4" CONIC. SLAB 2500pef w/ ROD CENTERED ON DOUBLE 4.HEADER SMA75 AND HEADM CRIppLEq SHOULD W 12 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc.
_j TOP PLATE NAILED TOISETHER AT 6"oc.m/12d SUN NAILS(.13lx 13 ft N/A 24oc. N/A 2eoc. N/A 24*oc.
FIBERMESH OR 6x6-10/10 WWM TOP JOINTS OR ROD ON 39 STA66ERM. OLIP UNIT TO SHOE PLATE P41TH LU LU
___k I-SPH4/6 CLIP AND NAIL N'TH 12- [Od x 1 1/2 NAILS 14 ft. N/A 16"oc. N/A 24*oc. N/A 24;oc.
co 4. 2- 2x- TOP PLATE EACH SIDE WITHIN 12" OF NONJ
1�1 t JOINT. 15 ft. N/A 16"oc. N/A 1 6"oc. N/A
n i MIL VAPOR BARRIER 5 ALL KINDOW AND DOOR CAOMPIONENTS KST BE DESI&NED N/A 1 13"oc-
a 2x- STUDS NAILED 70 EACH TO KITHSTAND THE VESISN HIND LOADS. N/A 1 610c. . N/A Woo.
#5 CONT 6.ALL rCONINEGITORS,ARE SIrrpson OR EIGIVAL.(U.O.Nj NOTF:THIS TABI F APPLIES TO STRUCTURES WITH MEANROOF HEIGHT LESS THAN26AIII)
OTHER w/ .131" x 3* 0 Woo. ROD WITHIN 6" OF BOTTOM <
Q CLEAN. TREATED. COMPACTED FILL STAGGERED DOUBLE PLATE JOINTS. 1.FOUNDATION DESI" 15 BASED ON MINIMM 501L CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN %I'SHEATHING.
AT7 B' CMU STEMWALL w/ 1#4 VERTICAL EW-AMNry 0APACATY OF 2A=pef. Uj
:D GRAD AT 48" OC. AND ALL CORNERS. w/ TYPICAL THIC<ENED EDISE ISOOTING ALT: IF ROD IS GREATER SPF STUD GRADEF MAY BE USED 014 8'OR LESS NOMINAL PLAT E HEIGHTS ON SINGLE
>_ HOOK AT SLAB AND 6' HOOK G BIDCKING OR SOLID (UN. THAN 6" FROM JOINT- ADD STORY AREAS OR THE E SECOND FLOOR ON TWO STOFV�AREAS
12 V, 12 THREADED ROD (3) 12-
SIMPSON SSP AT JOINT.
MIIN. I v AT FOOTING. ASSEMBLY AS NOTED B1,OCKS) NAILED w/ 4- .131" x 3"
NAILS
NAILING SCHEDULE
0 20* x 10" CONIC. ROD OR BOLT WITHIN 2x- STUDS
FOOTING w/ 215's CONT. 12" ON EACH SIDE REIIASED 11/2&02
--- FOR TWO-STORY --- OF BREAK 4- 131" x 3* NAILB AT EACH
LU //;BLOC'K CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2
A%" TAG S2URM-FLOOR
USE 22"xlO* FIG. LLWnM XALLED ATR"w_ 0
w/ 3 #5*s CONT. ON JIMIS AND tAroo. IN CUT LRAWH SHALL BT SIT- W ROD PLACEDAMITHIN 12- OF Lap in dodAe plate 12-16d common 16-0.131"x 3 1/4'gun nails 20-12d sinkers NOTE25 ON THREADED ROD INSTALLATION z
(n THE FIELD. USE 6d JUM FOR 16" DEEP JOIST EfCH SIDE OF rRNERS 11
To.c.on edges and 12'o.c. in the 1)RODS REWIRE A MINIMUM LEN67TH OF (1)BAR DIAMETER THREADED INTO C41UPLINS.
TYPICAL 5TEMINALL v4/ 13RIGI< VENEER SHANK OR SCRW SHANK
z Bd COMMONS MAY ALSO BE 0
A 819 I\A field with 8d common,box,screw To.c.on edges and 1 To.c.in the 4'o.c.on edges and 6'o.c. in the
GGINFF
CL NOTF:IFSTFATvVALLv4ALLF CEEDS48"CONTACT EN EER USEA 2) MULTIPLE RODS MAY BE cONNECTED HITH 6OUPILINIS TO FORM ONE ROD.
OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. OR BE" AS NOTED MAXj \---SITTT P BREAK SW-shearmll shank or ring shank field with 0.131"x 2 1/Tgun nails field with 0.099'x T gun riails
3'o.c.on edges.and 12'o.c. in the 5) ON INTERIOR APFLIcATIoNS-(rzREATER TIFIAN 5" FROM EPOE OF SLAB) A
W field with 8d common,box,screw 3'o.c.on edges and 12'o.c.in the 1/2" x T' A1150615 ANrHOR rAN BE USED TO AW-MOR THE RODS.
SW3)-sheamall shank or ring shank field with 0.131"x 2 1/2'gun nails
2x4 PT SILL PVovt& "vbLimwn 1 6'o.c.on all supports with 8d 6'o.c.on all supports with 0.131"x 2 4) THE NUT AT THE TOP SHALL BE SNU66EP IN" T+-E ROD STRAIISIFIT AND THIEN ONE
and disft7we ENC.&PART.ENC.1/2"or common, ri ng shank or screw 1/2"smooth, ri ng or annular shank gun ADDITIONAL FULL TURN OF THE NUT SHALL BE APPLIED TO ACA41EVE PROPER TEN51ON
1/2* ROD ASSEMBLY AT NOTED SPACING Stinpwn Strong-Tte 11.1
NAIL w/ 11 - 10d CID CS16 AT 3Z1 W. 7/16"Roof Sheathrig, shank,4'o.c.edge nailing within 4 nails,4'o.c.edge nailing within4of 5) THE MAXIMUM SPAr-INIS OF ANC+IOR E30LTS ON EXTERIOR HALLS,ON THE SILL PLATE <
IN EACH END LRAW 711,
( TOP AND BOTTOM 120 WH of roof edge and ridges roof edge 15 60" or.. THEREFORE IF ROM ARE SPACED ISREATER THAN 5'-0" THEN ADDITIONAL
4* CONIC. SLAB 2500pai wl 11-1 Od commons in each end (22 ANCHOR BOLTS NEED To BE INSTALLED. It211 EPDXIED AW-44ORS(SH EMBEDMENT) D�
FIBERMESH OR 6x6-10/10 WWM IOATION.
0 Simpson LSTA30 total) w/ I"KASHIER MAY BE USM FOR 1/2' x 10" ANC+40R BOLTS IN THIS APPL.
9-1 Od commons in each end (18
TYPICAL 2-5TORY 5ETYqEEN FL PIPING AT HALL OVER BEAM 6) TFE TOLERANCAE ON ROD PLACEMENT 5HALL BE +/-6".
U Simpson LSTA24 total)
0 rTRUSS
4 $ N T S 10-1 Od commons in each end 005 UND
1) MINI" EMBEDMENT FOR AW_+4OR BOLT5 OR THREADED R INTO FO ATION
Simpson HTS30 (2D total) 1-4
ry 51�BE T' MINIMUM,
IL 13-1 Od commo E-4
#5 CONT -3-16d COM 0 EA. ns in each end 5 SpH4 55 1_ LU
W I -pson MSTA36 (26 total) 8) SHOULD A HEADER LENISTH EXr_EEV 45', INSTALL 5 T- /6 or T- STA18
o BLOCK (TYP.) Sin STRAP FROM HEADER To TOP PLATE AT 32"oa.
CLEAN. TREATED. COMPACTED FILL Siffpson SPH4 12-1 Od x 1 1/2'nails
IT- CMU STEMWALL wl 1#4 VERTICAL
G DIE, AT 48" OC. AND ALL CORNERS, w/ IIA Sin-pson FQ.5A 10-8d commons.(Total)
0 9 3-12d COM (TYP.)
LIE BOTTOM OF SLAB
W 1, (2)10-10d x 1 112'in rafter; 10-10d
a: 12" HOOK AT SLAB AND 6" HOOK
1019
97-T MIN INTERIOR BEARING FOOTING
z M N. AT FOOTING. 2" THREADED ROD ASSEMBLY 2x4 BLOCKING 0 24"oc. (U.O.N.) SinTson H16 x 1 1/Tin pate
SPACED AS NOTED
12"
#5's CONTINUOS Sin-psonLTS12 5-1 Od commons in rafter&pates 5-10d x 1 1/2'nails in rafter&plates
-*-4----
7.1 TRUSS or EIEM
20" x 10" CONC.
PLUMBING WASTE I= 7-0,146'x 1 1/2'nails in rafter&
FOOTING w/ 2#5's CONT. SHEARWALL
b SirrpsonWM12 7-1 Od commons in rafter&pates pates 1/20 NUT
FOR TWO-STORY
L) 12-10dx 1 1/2'
Ld USE 3 #5's CONT. SinTson LTA1
24-114'x TSDS screm HTT16,HTT22,MIST(AS NOTED)
TYPICAL INTERIOR 5HEARYqALL TO TRU% CONNECTION Simpson PHD8
Simpson MGT 22-1 Od commons
'VIN BOTTOM OF SLAB M
z TYPICAL STEMKALL 4 1
< I SirrIpsonHTT16 18-16d commons '--TOP PLATE
DFIMRIOR BEARING FOOTING
P NOTE: IF STEMWALL WALL EXCEEDS 48"CONTACT ENGINEER
4-1------- Sin-pson H= 32-16d sinkers co
OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. 12" -------- #5's CONTENUOS
LU
0 4- CONCRETE SLAB wl PLUMBING WASTE LINE SIMPSON PA 51 EM-113. P
6x6, 1000 WWM OR (21) Ibd COM NAILS
FIBERMESH REINF.
Lj LDWER REBAR AND FOOTING IN THIS AREA MIN) GARAOE 5LAd5 THI EDI91E
IF NECESSARY �z
ROD ATTACHMENT TO HOLDOM AT TRU55/BEAM
STEMIKALL 7-)
W THREADW ROD ASSEMMY(SEE DETAIU
5TEMNALL FoariNe
0 .. 00",
W 2-2x-RAISED HEADERIBEAM
0) 5 MIL VAPOR BARRIER OVER INTERIOR BEARIN65 FOOTING wl 1/2"SPACZR BETNEEN MEMBERS 2x4 LOOKOUTS
LL) TREATED & COMPACTED FILL a 48"oe..FOR OVER+~ 2x4 FLATH15E
LV (1) 5's CONT. TRATI e 4811or-FOR OVERHANS
0)
r H2.5A OLIP CrYPIO
TYPICAL NON-BEARINO 5TEP FOOTING &ABLE END HALL TRIJISS-
THREADW ROD
A 4 AS NOTED ON LAYOUT
C
z
z A
IT SIMPSM LTP4
0 4 SSEfOLY(SEE DETAIL) CLIP AT 48"oc.. io�jw RAFrArlm CY)
U THREADED ROD Ad
rl. OPENINGS LESS THAN #4 BEW INTO FOOTI AND A%/�"%IPArE BETWEEN TOP co C/)
REFER TO WALL SECTION FOR TYPICAL ANCHORS 36- SHALL USE (1) KING N14
& (1) CRIPPLE THICKENED ED61115 (2)2x-HEADERVISEAM DOUIELE Or-STUD AND Ist NAIL. COIL 'co
z OPENINGS BETWEEN USE SIMPSON 1/2"SPAWR EIETNEFEN 1494BERS STUDS at 16"be IOd IN STUD
0 1 #5 CONT. SPH #4 VERT. -TYPICAL-
in 36* - 8'-0* IMA OR THREADED Roo,-----
SHALL USE (2) KING STUDS ON LSTA18 5'x 3"XY80 HA5HER SEE LAYOUT) LSTA12 STRAP-U940-M AS
STRAP AT 32"oc. 1 #5 GONT. REWIRED.
ry 4' CONIC. SLAB 2500psl w/ (2) CRIPPLES. ltft%
ill
FIBERMESH OR SxB-10/10 WWM (U.O.N.) NOTE. ON HEADER
IF OPENINGS EXCEEDS 8*-0' TYPICAL STRAPANG (LIND) GREATER THAN
IN WIDTH SEE PLAN. 48- (I.I.O.N.) NT TO HOLDOAN TO BEAM AT OPENING FOR PLATFORM FRAM[W-7 Q GABLE END FRAMIN& FOR BALLOON FRAMING,
ATTAGHME -4 �-4 C\2
E Jj- THREADED ROD
0
F- ASSEMBLY WITHIN 6"
co
12� OF KING STUDS. CIO
LL G
CLEAN, TREATED, COMPACTED FILL
ANCHOR BOLT
0 000-ASSEMBLY SHALL BE ---> 15/32" CDX MAY BE USED IN LIEU OF 7/16" OSB <---
rc NOTE: INSTALLED SHOULD
REFER TO WALL SECTION FOR FOOTING SINGLE SILL IS HEADER LENGTH
r" ACCEPTABLE FOR EXCEED 5'-0'
OPENINGS UP To Q)
PRE-ENGINEERED TRU
z SSES AT 24" OC.
FIL E Copy >--4
TYPICAL FOUNDATION IN GARAGE
0 L ROOF SHINGLES OVER 15# FELT 0�
L L,of r
D C\?
Ir
0 3" x 3" x 1/4" WASHER & 1/2" NUT (TYPICAL CORNICE DEML AS
TYPICAL HEADER =IN&
PER BUILDER'S SPECS
n., A�Rllkl� klAll �M Ar� mr-in
7/ io' 0SB Saln'EminnN%2 IN.-MLICLU -\O r`LrA
W NAILING SCHEDULE
71 Y2"THREADED ROD COUPLING
0 2 x 4 STUDS 0 16" ox.
L) No. 2 or Bt. SPF ....... (OPTIONAL)
re 1/2" NUT
0 6 &
r�.' 1/2" ROD ASSEMBLY AT NOTED SPACING AND EMBEDMENT HURRICANE ANCHOR AT EACH TRUSS
LLJ 3" x 3" x 1/4" AASHER
0 1/2" x 7" WEDGE ANCHORS MUST BE INSTALLED
z
BETWEEN RODS AT MAXIMUM OF 48"oc. ( SEE SCHEDULE
'T
I X"T&G STURDI-FLOOR SHEA HING GLUED
4" CONCRETE SLAB w/
Ld NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING AND NAILED;w/6d COPv1 OR RING SHANK at 6"OC.
0 6x6. 1000 WWM OR V, C,
7) FIBERMESH REINF. ON EDGES AND 12"oc.IN FIELD.
0 (2) 2x- SYP DOUBLE TOP PLAT
6 MIL VAPOR BARRIER OVER EXCEEDS 1/2 OF THE EXMRIOR PITCH DO NOT USE
2 TREATED & COMPACTED FILL 14
ob"
THIS DETAIL THE GABLE WALL SHALL BE BALLOON FRAMED, 1/2" ROD ASSEMBLY AT NOTED SPACING
CORNICE DETAIL AS A307 ROD or EQUAL
0
PER BUILDER'S SPECS 2x- SPF #2 STUDS AT 16" OC. SICAJ.,�: f f-
(2) # 5's CONT. (SEE STUD TABLE FOR SIZES
SHEATHING to I
z 7 6"STRUCTURAL ROOF SUBSTITUTED AND SPACING AT VARIOUS HEIGHTS) = 1 -0
< NOTE: FOR 2-STORY CONDITION NOTE: HARDI-PANEL SHEATHING MAY BEE Y2
USE 1'-8' WIDTH w/ 3 #5's CONT. 2x4 OUTRIGGLLR.5 48"0C. FOR/16"OSS SH EATH ING SPECI FI ED WITH A 6"m EDGE
* U.0.N.
BLOC KINGG REQUIRED BETIAJE FN OUTRIGGERS HURRICANE CLIP H-2.5 OR EQUAL NAILING PATTERN.NAIL w/6d GALV COMMONS at 6"oe. 7/16" OSB SHEATHING NAILED 6"oc. ON EDGES
n, @ 48'oc. 1 0 DO NOT SCAL
III ON ALL EDGES AND SUPPORTS.
Fn 12"0C. ON INTERMEDIATE SUPPORTS w/ 8d BOX NAILS (2) 2X_ SYP DOUBLE TOP PLATE
Cn TYPICAL INTERIOR BEARING FOOTING SIMPSON A35
2)(4 BLOCKING§SHEATHING JOINT 2x4 BAR^'I RAFTER CONT. UNLESS OTHERWISE iNCITED DIN SHEARWALL LAYOUT DRA
4'FROM CABLE END_.. SHINCIL STRIP NUT AND III ViASHER RELEASE ME:
LU
It i I k 1/2" A30-T ROD THREADED 4" CONC. SLAB 2500psi W/ 4" CONC. SLAB 2500psi W/
ILIL 2 x 4 STUDS G 16" ox. 2x4 SCAB CONT TOP TO AT ENDS or 2x- PT SILL 03-25-03
W No. 2 or Bt. SPF TOP CHORD OF GABLE END TRUSS FIBERMESH OR 6x6-10/10 WWM
BOTTOM 1/2" ALL THREADED ROE) EPDXY INTO5LA5 or FIBERMESH OR 6x6-10/10 WWM
>_ CHORD @ 8-FRON GABLE DROP 3 12" - FOOTIWv REVISION DATE:
/2- ROD ASSEMBLY AT NOTED SPACING AND EMBEDME CONT.2x4 SCAB FROM TOP TO 1/2" THREADED GOIUPLIN� 4\ USE 51WSON "5ET"
3-12d NAILS TYPICAL AT BOTTOM CHORD @ X-BRACING I It INA EPDXY 04- 14- 03
U_ X-SRACING
< (PROVIDE ADDITIONAL 2x4s Q ALT: 5IMPSON 1/2" ROD ASSEMBLY AT NOTED SPACING
1/2" x 7" WEDGE ANCHORS MUST BE INSTALLED F7_77 I .
BETWEEN RODS AT MAXIMUM OF 48"oc. 42),4 SCAB IF VI-RTv'JFB IS VERTICAL IFHIGHER THAN 48"; "ACRYLIC TIE" PFROVED
TO FORM AN T"SHAPE) A307 ROD or EQUAL OF ATLA
Crry. NTIC BEACH
z e CONCRETE SLAB wl NOT 7 EMBEDMENT DRAWN BY:
1/2" x 10" ANCHOR E30LT
< 6x6, 10x1O WWM OR PRESENT 1BUIL61NO OFFI"�
0 TOE NAIL TRUSS TO DOUBLE FILL ALL HEADER BLOCK CELLS #5 CONT PERIMETER BAR
Ld FIBERNIESH REINF. FILL ALL HEADER BLOCK CELLS
zi CONT.I-r4x:81 42 SYP L4TERAL PI ATFm�16d COM 6_6"Im. DJM 11
9 :." . , . 11 BRACE§4&bC.--____ b" GMU 5TEMNALL AUG 2 7 2003
co ". .,].. 1,4�: BOTT OM CHORD OF GABLE
LU _6,4. 2-A4 BLOCKING @�6-10C END TRUSS CHECKED BY:
8" CMU STEMWALL w/ 1#4 VERTICAL
< BEPREEN^ABLE AND FIRST 0.
6 MIL VAPOR BARRIER OVER TRUSS. 2-2A TOP PLATIL AT 48" OC. AND ALL CORNERS W/ R3
DJM 11
I TREATED & COMPACTED FILL
SIMPSON LPT4 g 48!bc. Hb
12" HOOK AT SLAB AND 6 OK
(2) # 5's CONT. 20" x 10" CONC. 20" x 10" CONC.
Cn
_j NOTE. FOR 2-STORY CONDITION 20 X-BRACE B.-D.,cc.-I 2x4 STUDS Cm 16"oc. MINIMUM -V EMBEDMENT e) AT FOOTING.
�5 USE V-8- WIDTH w/ 3 #5's CONT. ( OR AS NOTED ) FOOTING w/ 2#5s CONT. FOOTING W/ 3 #5's CONT. SHEET
LIJ ALL I`,,AEI`,ABERS SHALL BE 5YP
0 1 1 NOTE:IF STEM",NALL WALL EXfEEDS 48"CONTACT ENGINEER
ALTERNATE EMBEDMENT MET140M FOR THREADED R005 -all "I v
- OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS.
FILE COPY
SINGLE5717ORY EXTERIOR MLL SECTION TV40 5TORY EXTERIOR KAL.L. SECTION
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DESIGN LOADS:
FLOORS-
LIVE LOAD= 40psf
4x4 PT POST STRAPPED TO 5EAM DEAD LOAD= 15psf
(CARPET or WOOD)
STA.30 5ELOW UJITW MSTA-Vo AND DEAD LOAD= 20psf
wl (2) SIMPSON Wro CLIPS (TILE)
AT 5EAM A5O\/E or USE DEFLECTION CRITERIA:
(2) 2x12 7777,77 CARPET or WOOD-- U480 LL
2 2 x 12 PERMACAST DETAIL. (TYPICAL) TYPICAL EDGE STRIP (5) L/240 DL
TILE= Lr*00 LL
a = 3.0' L1360 DL Co
(2) CRIPPLES &x& PT POST ON SIMPSON A5Ukoro ROOF(TRUSSY TC 20psf 0)
POST 5ASE w/ (2) SIMPSON 146 CLIPS LIVE LOAD= BC 10psf
AT 5EAM A50VE or USE + _j OPEN PORCH CEILING REQUIREMEN PICAL IN ERIOR ZONE (4) DURATION FACTOR: 1.25
PERMACAST DETAIL. (TYPICAL) DEAD LOAD= TC 7psf
MINIMUM Ys" SHEATHING REQUIRED ON BC 5psf
EXTERIOR CEILINGS. NAILED UJITW rod
W
6 LU COM or 5OX AT &"cc. ON EDGE$ AND
IOL A I q 12"oc. IN THE FIELD. (TYPICAL) ROOF(CONV.FRAMEY
L_ _j (14 RAFTER LOAD= 20psf ILL
10psf DL
> 13ALLOON FRAME WALL rim DURATION FACTOR: 1.25
> CEILING LOAD= 20psfLL
_j UP TO 15OTTOM OF: 10psf DL
lo I E -1 1 = x j
11-- W -0 43 ROOF FRAMIWG
10 CRITERM A=.
x BUILDING CODE:2001 FLORIDA BUILDING CODE W
WIND DESIGN METHOD:ASCE 7-98
\—Ty T
C4 BASIC WIND SPEED:120 mph
LLI 7\ 0
cc% BUILDING CATEGORY:11
EXISTIM.
(3) 2x(p
WIND IMPORTANCE FACTOP,1.00
Uj POST
z '�- 42) MSTA36 WIND EXPOSURE:C
DESIGN FOR ENCLOSED STRUCTURE
WIND PRESSURES ON WINDOWS & DOORS (psf)
2xro Enclosed Structure j
WALL AREAOFOPENING EDGES RIP (5) INTERIORZONE(4)
Pos Neg PCs Neg
U 20.1 to 50 sf 30.1 -39.1 30.1 -32.7
50.1 to 100 sf 28.2 -35.4 28.2 -30.9
100.1 to 200 sf 26.6 -32J 266 -29,3
1200.1 to 500 sf 1 25.31 -29.81 25�31 -2709 L)
(4) 2x4 SY
POST IBALLOON FRAME
2xb STUDS
(3) 2x
1=0 SWEAWALLS NAILED AT V'oc. ON EDGES
AND 12"oc. IN INTERMEDIATE SUPPORTS
UJITW 8d COMMON NAILS.
U 5HEARIJALLS NAILED AT 3"oc. ON EDGES
AND 12"oc. IN INTERMEDIATE SUPPORTS
I =A 41%
2x
(2) (2) CR11=1ZLES WITH ek:l COMMON NAILS.
(MIN.) (2) CRIPPLES
(ti) (MIN.)
2) CRIPPLES
(MIN.)
NOTE.- THIS STRUCTURE WILL IBE C.0
CONSTRUCTED WITH -STORM
C>
6HU'TTERS OVER ALL WINDOWS P-_ to
LO
(2) HTS-30 W 04
AND GLAZED DOOR&. 04 C q
(2) 1 x 11 LVL DROPPED Y_ 0 U') CV)
n (2) 1 x 16" LVL ALTERNATE: INSTALL IMPACT RESISTANT Cn C)
mm 2-2xlo= _j cr)
(2) WTS30
Cf) X
---Ezzzzz,0 777777" W cc
0 —1 U_
WIND-BORNE DEBRIS PROTECTION FASTENING z >_ _j
W W > ,r--
SCHEDULE FOR 7/16" OSB or 15/32" CDX CL _j Z C:)
. �- 0 '*
FASTENER TYPE FASTENER SPACING (in.) _j W C'�
LL
4 ft < PANEL 6 ft < PANEL 00
PANEL SPAN < 2 ft <PANEL LO <
2 ft SPAN < 4ft SPAN < 6ft SPAN < 2 ft LO
C)
0*j
EX15TING 2 117' # 6 WOOD SCREWS 16 16 12 9 >10-4
HOU5E
EXI&TING HOU5E
1BELOW 2 1/7' # 8 WOOD SCREWS 16 1 16 16 1 12
DOUBLE-HEADED NAIL5
10d COM or 12d BOX 12 6 4 3 4.4
I
111211 X #8 MACHINE
SCREW IN THREADED
,INSERT 1 16 16 12
Note: Fastnem shall be installed at opposing ends of the wood panel.
CD
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NOTE: ALL LOAD 5EARING WEADEFZ5 SHALL 5E SHEET:
NOTE: ALL LOAD 5EARING WEADER5 SHALL 5E F-1 A MINIMUM OF (2) 2xro No.2 or 5T 5YP (U.O.Nd
A MINIMUM OF (2) 2XIO NO2 or ST SYP (U.ON.)
&ECOND FLOOfR
F- IfR5T FLOOfR S �2
REVISED JULY 3`11 2003
SWITCHED TO THREADED ROD SYSTEM 02-10-03
�F
r r r
16" LSL RIM JOIST CONTINUOUS SU13-FASCIA FOR 12'-0" MIN. LENGTH 4) 16d COM NAILS
(TYPICAL)
MAX.
121 2x12 LU ct%
oo
V (2) HTSBO
2x& 24" oc
- -%o U- )14" $TEEL PLATE (TYPICAL)
16' TJ I FR 0 3 0 2 Lo
IY*" dia. 1-40LE FOR TWRU
LL 5OLTS (TYPICAL)
.40 ALIGN WITI-I 14OLES
-j Sk c*4 —0 IN OUTER PLATES
d) 10 w
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STRAP POST I!3ETL EN FL i-- :z x
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10 900 A301 TWRU
5OLTS (TYPICAL)
WWI
13ALLOON LJ
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13E WEE? =Lc ORS T f;ro x
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EX15TING
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Ix4 SYP ATTACWED TO RAFTERS
w/ (2) e>,, spiK.Es (m1N. dia. .142")
3" INSULATION BOARD
</
Ixro T4G DECKING-s
NAIL w/ (3) &d RIW-s 5WANK
METAL ROOFING ATTACHED PER ".e
MANUFACTURERS SPECS FOR ... ...
DESIGNED WIND SPEED
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F:LOOf;R FLAN IREV16ED JULY 31, 2003
fROOF FLAN SWITCHED TO THREADED ROD -SY6TEM 02-10-03
TIAZA
x4 PT POST STRAPPED TO 5EAM
15ELOUJ UJITW MSTA3& AND
roxro PT POST ON SIMPSON A51.Wbro w/ (2) SIMPSON W6 CLIPS
POST BASE w/ (2) SIMPSON W6 CLIPS Q9 AT 5EAM A50VE or USE
PERMACAST DETAIL. (TYPICAL)
AT 11EA111 A11OVE or USE
PERMACAST DETAIL. (TYPICAL)
R
WT530 FPOM 5EAJ1 <
TO PEAC>ER
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HTTI& at 5ASE
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FLOOfRS at POST
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IV2 TH READED ROD FROM FOUNDATION
TO DOUBLE TOP PLATE. ( -7" EMBEDMENT)
THREADEDROD FROM FOUNDATION
TO SECOND FLOOR TOP PLATE. ( -7" EMBEDMENT)
Y2" THREADEDROD FROM FOUNDATION
TO DOU13LE TOP PLATE. 12" EMBEDMENT)
Y2 it THIREADED ROD FROM FOUNDATION
TO 5ECOND FLOOR TOP PLATE. ( 12" EMBEDMENT)
0 U.0.N.
____1 F_ 1 9 DO NOT SCALE
THIS DRAWING
RELEASE DATE:
TYPICAL THREADED ROD NOTES: 07-31-03
USE TYPICAL BETWEEN FLOOR 3, IF SPACING OF THREADED RODS REVISION DATE:
STRAPPING DETAIL WHERE SECOND — EXCEED 5'-O"oc.THEN ADDITIONAL
FLOOR WALLS ARE BUILT ABOVE ANCHORS SHALL BE ADDED TO THE
BEAMS.CLIP DOUBLE PLATE TO STUD SILL AT A MAXIMUM SPACING OF 00-00-00
w/SPH4 CLIPS at 32"oc. (TYPICAL) 5'-Woc. USE 1/2"EPDXIED ANCHORS
WITH A 5"EMBEDMENT. DRAWN BY:
F-1 DJM 11
2. IF HEADER LENGTH EXCEEDS ROD THREADED ROD SHALL BE
F] El SPACING NOTED THEN SST-SPH4 4. CONTINUOUS FROM FOUNDATION CHECKED BY:
OR SST-LSTA1 8 SHALL BE TO SECOND FLOOR TOP PLATE IN
INSTALLED FROM HEADER TO TOP ALL LOCATIONS ALLOWED BY JKH
PLATE TO ACHIEVE PROPER OPENINGS IN THE WALLS.
FIF�5T FLOCIFR 5ECOND FLOOF� SPACING SHEET:
3a�'l Flol -Z4 S �4
50 1-0))
28'-0'
2'-4 1/4'
CONC FOOTER BELOW(TYP.) 8- CMU FOUND. WALL (TYP.)
—off
Ic I D
7k-O'
1-0, 7k-O' 7'-0'
F__ __1
b
mm P.T.IWA
1 _jp L
L72'-0-
NEWf 846 CMU Plat
FOUNDATIONS (m.)
NEW CMU FIDUNDATION
WALL TO ALIGN W/COST,
J_ CMU FOUNDATION WALL NEW WOOD DECK
(HORIZ. & VW.)
CD
CD
CD
I F-17
LL4 LL4j EXIST. FRAME HOUSE
No. 327
F T C1 F—Fil
LLLI
LLJ
]EAS;ENG CMU PIERS
AND F X NDATION WALLS TO REMAI
NEW CONC. PORCH U Z
C-5
Ln
LLJ_1 LLJ_j LU-1 0
><
LLJ LL
RECESSM CONC. STEPS
Il- TREADS W/ -0)) 3:
7* MAX RISERS EQ. SPACED U
— — — — — — — — — — — -j
LLLJ LLLJ F-r- J-1
6 '6-
TEASTING CMU FOUNDATION WALL
TO REMAIN
L
02
50 0
NEW CMU FOUNDATION EM MAT.
WALL TO ALIGN W/ENST. 0 DOWEL INTO E)GST. CMU -& SEALANT'0 CO N 5T RF ',jff�N T
CMU FOUNDA11ON WALL 16' LENGTH 8' D.C. ----INN-
(HORIL VMT.) P L A Z A
4�.':*M PSr CONC. a.0—ON:-MVE
W/ &S (W1.4XVA.4) W.W.F. Z ' 0
OVEN 6 MIL POLYETHYLENE IVAPOR 0A
i of—on
SCALE: 1
WER PLOT PLAN
ANY"FYACTED FI
P.T. 2x DECKING MATMAL
713 A
1777;�7171[77_'
4' CONC. SLAB
WELDED WIRE MESH
-4= CONT. P.T. 26 P.T. 2x6 0 16' O.C.
8' CMU FOUND. WALL (TYP.) CONC. STEPS
11' TREADS W1
CONC, FOOTM BELOW(TYP-) 7* MA)L PJSERS EQ. SPACED
2'-4 1/4� 12'-41/4' P.T. 2X8 SILL PLATE
VAPOR BAWER
TERMITE SHIELD
28'-0*
80 CMU 8* CMU 1/2' x 10* ANCHOR BOLT
0 32' O.C. W/2x2xl/8- WASHER
A (GALV. TYP.)
co
P. F1
I F C-4
FOUNDATION PLAN . ........ .
4.
SCALE: 1/4* V-0m
—I I LEI I I
=--qf-
I M� I LEI
15 DOWEL W/ #5 DOWEL W/
10' STD. HOOK 10" STD. HOOK
481 D.C. & 0 CORNERS
(3) #5 CONT. '4
(2) #5 CONT.
GENERAL CONSTRUCTION NOTES: 4 ell
7
11C I> I M
q
1. VERIFY ALL EXISTING FIELD CONDITIONS PRIOR RECEIVED 0 <7 0
TO BEGINING WORK.
OM DATS 8/7/98
AUG 17 1998 &
2. VERIFY LOCATION AND PROTECT ALL UTILITIES city of Atlantic Beach
DURING ALL PHASES. OF CONSTRUCTION, Building and Zoning '��lp R 0 V E D
OF ATLANTIC BEAC
E3LIFLDING OrrIC5
2)-0' 2'-0* AUG 2 1998
DETAIL ( FRONT PORCH ) DETAIL ( BACK PORC B
SCALE.- 1-1/2 m = I I—Oft SCALE.- 1-1/2$1 ill—on 01