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Product Specifications Installing James Hardie' Pneumatic Fastening: Finishing:
Our products can be hand nailed or Patching:
Siding Products
fastened with the use of a pneumatic Dents,chips and cracks can be filled with
t att a cementitious patching compound.
tool.Set your air pressure so h he
le
fastener is driven snug with the shing
Basic Composition/Size
Portland cement,ground sand,cellulose fiber,select IMPORTANT-FAILURE TO INSTALLAND FINISH ANY surface.
Recommended: do not
additives and water.James Hardie'siding products JAMES HARDIE SIDING PRODUCTS IN ACCORDANCE Caulking:
staple
contain no asbestos,glass fibers or formaldehyde. Use a flush mount attachment on
A high quality,paintable caulk is recommended.
WITH APPLICABLE BUILDING CODE COMPLIANCE
pneumatic tool.This will help control the For best results use caulks that comply with either
Approvals
REPORTS AND JAMES HARDIE'S WRITTEN APPLICATION depth that the nail is driven.This will be especially
Hardiplank'lap siding,Hardipanell vertical siding and ASTM C 834 or ASTIVI C 920.Caulking should be
TM helpful when more than one pneumatic tool is
HardiShingle siding are recognized as exterior applied in accordance with caulking manufacturers
INSTRUCTIONS,MAY AFFECT SYSTEM PERFORMANCE,
claddings in National Evaluation Service(NES), Inc., driven off the same compressor. written instructions.(Leave 1/8"gap at trim for
Report No. NER-405(BOCA,ICBO,SBCCI);City of Los VIOLATE LOCAL BUILDING CODES REQUIREMENTS,
Angeles, Research Report No.24862;Texas Department AND VOID THE PRODUCT ONLY WARRANTY. Nail Type: caulk.Caulking at butt joints is optional.)
of Insurance Product Evaluation EC23,United States
E)epartment of Housing and Urban Development, Fasteners must be corrosion resistant,galvanized
Materials Release 1263b;California DSA Product or stainless steel. Electro-galvanized nails are
Acceptance Number PA-019;and City of New York MEA Handling&Storage acceptable for use with James Hardie'Siding
No.223-93-M. Hardiplank lap siding is recognized Store flat and keep dry prior to Products,but may exhibit premature corrosion. Painting:
as exterior cladding in CCMC Evaluation Report 12678-R. installation.Installing siding wet or James Hardie recommends the use of quality,
'rhese documents must also be consulted for additional saturated may result in shrinkage at hot-dipped galvanized nails.(James Hardie is James Hardie'products must be painted.For best
information concerning the suitability of this product for butt joints.Carry product on edge. results install Hardiplank siding with our exclusive
specific applications. not responsible for the corrosion resistance of
Prime Plus"factory priming system and a 100%
fasteners.)
Durability Recommended Cutting Instructions acrylic topcoat(s).*If our Prime PIUSTM factory
James Hardie siding products are dimensionally stable OUTDOORS priming is not being used,
Fastening Requirements: o
and most have a limited,transferable warranty for 50 Hardie recommends the
1.Position cutting station so that wind will blow dust away
years to resist cracking, rotting and delamination.James Consult Tables 2 and 3 of James Hardie's
from user or others in work area. application of an alkali-
National Evaluation Service report NER-405 for resistent primer along w
Hardie fiber-cement products resist damage caused by ith
extended exposure to moisture,humidity,and salt air. 2.Use one of the following methods based on the required
correct fastener type and placement to achieve
100%acrylic topcoat(s).
cutting rate:
specified design wind loads and shear values. (For paint manufacturer's
Flexural Strength a.Best: L Score and snap
NOTE:Published shear values and wind loads
James Hardie siding and soffit products comply with paint specifications,refer to JH Technical Bulletin
ii. Shears(Pneumatic or Handheld)
ASTIVI C1 186,Standard Specification for Grade 11, may not be applicable to all areas where Local No.S-100.)*Note:Please refer to paint
Type A, Non-Asbestos Fiber-Cement Flat Sheets. b.Better: L Dust reducing circular saw equipped Building Codes have specific jurisdiction. manufacturers'specifications for application rates.
with Hardiblade and HEPA vacuum
Consult James Hardie Technical Services if you
Non-combustibility extraction
are unsure of applicable Building Code
Hardiplank,Hardipanel and HardiShingle siding products c.Good: L Dust reducing circular saw with
jurisdiction.
have been evaluated in accordance with ASTIM Method Hardiblade
WARNING:"01D BREATHING SILICA DUST
E-136 and may be installed where non-combustible con- Drive fasteners perpendicular to
James Hardie products contain respirable crystalline silica
struction is required. siding and framing. K'L Snug which is known to the State of California to cause cancer.
INDOORS
Fastener heads should fit snug
Inhalation of respirable silica can cause silicosis(a
Surface Burning Capabilities 1.Position cutting station in well-ventilated area;
against siding(no air space).
When tested in accordance with ASTM test method E-84: otherwise,additional mechanical ventilation figure A disabling lung disease),lung cancer,and has been linked,
(Fig.A&B)
Flame Spread 0 (e.g.boxfan,HEPAvacuum,etc.)is required therefore,to death. When drilling,cutting,sanding,or
Fuel Contribution 0
2.Cut only using score and snap,or shears(manual, Do not over-drive nail heads or grinding products during installation or handling:(1)Work
Smoke Developed 5 electric or pneumatic). drive nails at an angle.
(Z Flush outdoors where feasible,(2)Wear a dust mask,or use a
If nail is countersunk,cauilk nail NIOSH/MSHA approved respirator whenever US OSHA
Thermal Resistance
(Approximate values) - NEVER use a power saw indoors hole and add a nail.(Fig.C) figure B PEL is exceeded or as required by applicable law,(3)Warn
5/16"thick: R=0.15 others in area,(4)During clean-up,never dry sweep.
- NEVER use a circular saw blade that does notcarrythe
1/4"thick: R=0.13
Hardiblacle logo According to some medical experts,and the US Surgeon
General,cigarette smoking can significantly increase your
NEVER dry sweep
Full specifications conforming to CSI guidelines can be Countersunk,
likelihood of contracting lung-related diseases,including
downloaded from www.jameshardie.com or received via Caulk&
fax from Fax-on-Demand 1-800-9Hardie,document Additional exposure information is available at add nail silica-related lung diseases. For further information,refer
ff2170. www.jameshardie.com to help you determine the most do not under to our installation instructions and Material Safety Data
figure C
appropriate cutting method for yourjob requirements. drive nails Sheet available at www.jameshardie.com or by calling
Please call 1-800-9HARDIE for installation instructions If concern still exists about exposure levels or protection 1-800-9HARDIE. FAILURE TO ADHERE TO OUR WARNINGS,
and safe handling information. levels,you should always consult a qualified industrial MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD
hygienist.
TO SERIOUS PERSONAL INJURY OR DEATH.
Grade Clearance Face Nail:(All Lap Products) figure 5 Blind Nail: figure 6
Hardiplank' Lap Siding Install Hardiplank'lap siding in compliance with Corrosion Resistant Nails Corrosion Resistant Nails(galvanized or
local building code requirements for clearance (galvanized or stainless steel) stainless steel)
Installation Instruction between the bottom edge of plank and the adjacent
6d(0.113"shankx0-267"HDx2"long) Siding nail(0.089"shank x 0.221"HD x 2"long)
finished grade(see Important Note).
Siding nail(0.089"shank x 0.221"HD x 2"long) 1 1ga.roofing nail(0.121"shank x 0.371"HD x 1
Siding nail(0.091"shank x 0.221"HD x 1-1/2"long)f 1/4"long)
stud
weather-resistive Corrosion Resistant Screws Corrosion Resistant Screws
Framing Requirements barrier
Ribbed Bugle-head or equivalent(No.8-18 x 0.323" Ribbed Bugle-head or equivalent(No.8-18 x
Hardiplank lap siding can be installed over braced
HD x 1 5/8"long)Screws must penetrate 1/4"or 3 0.323"HID x 15/8"long)Screws must penetrate
wood or steel studs spaced a maximum of 24"o.c. Figure 2 concrete
lio threads into metal framing. 1/4"or 3 threads into metal framing.
or directlyto minimum 7/16"thick CISB sheathing. foundation
Hardiplank lap siding can also be installed over Corrosion Resistant Fasteners
Corrosion Resistant Fasteners
foam insulation up to 1"thick.t Irregularities in
ET&F pin(0-100"shank x 0.25"HD x 1-1/2"long) StTM(0.100
ET&F panelfa shank x 0.313"HD x
framing,sheathing,and/or foam insulation can 1-1/2"long)
mirror through the finished application.
1/4"thick' HardiplankO stud 24-
lath strip lap siding O.C.max.
\4
The use of a Weather-resistive barrier is required in 1 114'min,
. overlap stud 24"
frame construction with siding.James Hardie Roof Clearance I i i $
o.c.max.
recommends the use of asphalt saturated felt or moderate contact Minimum overlap weather-resistive
equivalent non-woven,non-perforated,vapor At the juncture of the roof and vertical surfaces, for Both Face barrier
flashing and counterflashing shall be provided per 3/4--1 and Blind Nailing 01
permeable building paper or housewrap.Note: the roofing manufacturer's I I blind nail
James Hardie does not recommend the use of 2" face nail
Instructions.Provide a
Figure 6
water repellant wood based panel sheathing as the minimum of a 2"clearance min.11/4" 1
,r p
primary weather resistive barrier.The weather
oveLdap
resistive barrier must be appropriately incorporated between the roofing and
weather-resistive
with penetration and junction flashings.Materials bottom edge of siding. barrier
m ust be lapped such that water will dra i n down and
to the outside.James Hardie will assume no Figure 3 Figure 5 11 Vmin. eather-resistive
barrier
responsibilty for water infiltration within the wall. overlap
flashing moderate contact
The first course of any wall should be installed over t When face nailing to OSB,planks must be no greaterthan 9 1/2"wide and fasteners must be 12"o.c.or less.
a 1/4"lath strip to ensure a consistent plank angle Concrete Construction See Fastening Requirements.
(see figure 1). Hardiplank lap siding can be installed directly to
masonry block.Hardiplank siding can aslo be
Figure I installed to concrete construction when the wall is
Double Wall wait furred out with wood framing or minimum No.20 Coverage Chart/Estimating Guide-HardiPlank
single
Blind nailing Hardiplank Construction Construction gauge steel framing anchored to the wall.Framing
weather-resistive barrier* 1.Figures shown are in pieces-all 12 long 2.5%cutting and fitting waste factor included 3.Computations based on
let-In bra
stud ng can be spaced up to 24"OC.Consult applicable minimum overlap of 1-1/4 4.Actual usage subject to variables such as building design and installers
V from plywood or 24"o.c. . i I
weather-resisfive plank top code compliance report for recognized application
barrier OSB sheathing
COVERAGE AREA
to masonry block.A weather-resistive barrier is LESS HARDIPLANKO WIDTH
recommended between the framing and the siding. 81, i s :
OPENINGS 5-1/4" 6-1/4" 7-1/4" 7-1/2- 8-1/4- 9-1/4" 9-1/2" 12"
3/8"fram (exposure) (4) (5) (6) (6-1/4) (6-3/4) (7) (8) (8-1/4) (10-3/4)
plank edge 100 sf
IISQ 26 21 18 17 16 15 13 13 10
Figure 4 200 sf 2SQ 53 42 35 34 31 30 26 25 20
weather- 300 sf 3SQ 79 63 53 50 47 45 39 38 29
resistive
400 sf 4SO, 105 84 70 67 62 60 53 51 39
barrier 500 sf 5SQ 131 105 88 84 78 75 66 64 49
93 90 79 76 59
600 sf 6SO 158 126 105 101
70 s 7SQ 184 147 123 118 109 108 92 89 68
0 f
wood or metal
moderate contact 800 sf 8SQ 210 168 140 134 124 120 105 102 78
furring
900 sf 9SQ 236 189 158 151 140 135 118 115 88
1000 sf 10 SO 263 210 175 68 156 150 131 127 98
Important Note 1
'1 1100 sf 11 SQ 289 231 193 185 171 165 144 140 107
Install James HardieO products with a minimum 1200 sf 12SO 315 252 210 202 187 180 158 153 117
weather-resistive
1300 sf 13 SO 341 273 228 218 202 195 171 165 127
barrier 6"clearance to the earth on the exterior of the
1400 sf 14SO 368 294 245 235 218 210 184 178 137
fastener building or in accordance with local building 1500 sf 15 SO 394 315 263 252 233 225 197 191 147
w or metal
leave approp te g a codes if greater than 6"is required. 1600 sf 16 SQ 420 336 280 269 249 240 210 204 156
plank and thm,then caulk' 1/4"thick 1700 sf 17 SO 446 357 298 286 264 255 223 216 166
lath strip Maintain a minimum 2"clearance between James 1800 sf 18 SQ 473 378 315 302 280. 270 236 229 176
Hardie'products and roofs,decks,paths,steps 1900 sf 19so 499 399 333 319 296 285 249 242 186
Space plank according to joint treatment either in"moderate 2000 sf 20 SO 525 420 350 336 311 300 263 255 195
and driveways.
contact"(joints not caulked)or in accordance with the caulking 2100 sf 21 SO 551 441 368 353 327 315 276 267 205
manufacturer's written application instructions Ijoints caulked), Adjacent finished grade must slope away from the 2200 sf 22 SO 578 462 385 370 342 330 289 280 215
2300sf 23 SQ 604 483 403 386 358 345 302 293 225
see detail at right. building in accordance with local building codes- 2400 sf 24 SO 630 504 420 403 373 360 315 305 234
typically a minimum of 6"in the first 10'. 2500 sf 25 SO 656 525 438 420 389 375 328 318 244
foam insulation,the length of the specified 2600 sf 26 SQ
t For application over Do not install Hardiplank'lap siding,such that it 683 546 455 437 404 390 341 331 254
fastenershall be increased bythethickness of thefoam insulation. 2700 sf 27 SO 709 567 473 454 420 405 354 344 264
may remain in contact with standing water. 2800 sf 28 SO 735 588 490 470 436 420 368 356 273
2900 sf 29 SO 761 609 508 487 451 435 381 369 283
3000 sf 30 SO 788 630 525 504 467 450 394 382 293
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General Notes and Specifications:
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
consideration.
2. Concrete shalt be minimum 28 day compressive strength of f'c=2500 psi,and be in accordance with the requirements of ACI 318. DO KIM
Reinforcing steel shall have a min.yield strength of 40,000 psi(grade 40) and be provided with cover in accordance with ACI 318. ASSOCIATES, LLC
3. All dimensions are provided by contractor,00 Kim&Associates,LLC have made interpretations where necessary.
CONSULTING
4. The following structures are designed to be attached to block and wood frame structures.
BEAM SUPPORT Ya'ANGLE, EACH SIDE(TYP.) STRUCTURAL
COLUMN/POST S.M.S WITH MIN, 5. Screen density shall be a maximum of 20 x 20 mesh.Ali SMB shalt be stitched with #12x3/4"SMS @ max.24" o.c.,top and
EDGE"DISTANCE %-0 CONCRETE ANCHOR bottom,unless otherwise noted. ENGINEERS
2x2xl/8" x 2'UG. ANGLE W/2%- E14BEDMENT INTO
W/(4) J12X3/4'S.M.S STRUCTURAL CONCRETE (TYP.) 6. Connections using screw bosses shall have minimum(4)-#10x2"per connection unless shown otherwise.
�Ehcfl SIDE) 3300 Henderson Blvd.,Suite 106
1'X2*O.B. SOLE PLATE 7. Every panel of screen mesh shall be fastened securely in place with spline. Each panel shall be fastened at all sides, Tampa,FL 33609
SW
E DI
0 0 independent of surrounding panels. This requirement shall include purlins and chair/kickpiate rails. Screen mesh panels are not Tel:(813)874-5900
0: 0
0 6 AlbL Fax:(813)874-5959
00
0 0 required to be secured to rigid diagonal bracing members. Screen mesh is incidental to the structural integrity of the overall
a structure.
r Or V Rev ate Description
8. Unless otherwise shown, screws shall have minimum edge distance and center-to-center distances as shown in this table. 4M ISSUED
2DO8
C-1022 Low Carbon Steel SMS&Self-Dritting(TEK)Screws [industry Standard Screws)
3- MIN. (TYP.) 4' MIN. Y4'Ox2y4'CONCRETE Nominal Screw Diameter Minimum Center to Center
STRUCTURAL R
Z Minimum Edge Distance
CONCRETE SC EW ANCHOR 0 24"D.C. (in) Distance
AND 9-FROM POST(TYP.) Screw
#10 0.188
—91 COLUMN/POST 1 #12 0.219 A
MAIN COLUMN TO .FOUNDATION 1 x2 O.B. SOLE PLATE #14(1/4") 0.250 Y2
CONNECTION DETAIL 0 0 9. Structure has been designed to meet the 2004 FBC with 2006 Supplement.Project is sited where the basic wind speed is 120 mph
L/ !Q (3-sec gust).1=0.77 for screen enclosures.Exposure C.Design wind pressures are from 2004 FBC Table 2004.1. Pressures are
Ibased on wind tunnel testing with main wind force resisting system coefficient, GCp,of 4-0.25 for screen roof and 0.7-1.25 for
0 10 walls.
10. All concrete anchors shall be Simpson Strong-Tie Wedge All Anchors or Titian Screws or approved equal.
11. Designed in accordance to Aluminum Design Manual,LFRD.
V (TYP.) 12. Maximum spacing of Purlins shatL be less than T-0"o.c.Maximum spacing of Chair Rails (Girts)shaIL be less than 8'-0"o.c.
EDGE OF CONCRETE
13. Diagonal bracing shall be installed on all roof screen panels that have at least one side adjacent to an exterior screen wait.
PLAN VIEW
14, Primary beam-column frames that are not attached to the host structure on at least one end shall have knee braces as shown
in standard detait on Sheet 4 at both ends.
15. Construction adhesive shall meet ASTM C-557. MIN shear strength @ 7 days = 425 P.S.I. 00
CD
16. Roof beams that are 2x8 Trac Beam having spans greater than 35 feet shall use 20 Trac or 2x8 Trac uprights. 2x2 and 1x2 in C*4
aluminum components Shatt have nominal wall thickness of 0.044". 5"and 7"super gutter shall be min. 0.065'and 0.096'wait
.0 4) CT
thickness,respectively. 0 Z �i CY)
C 0 W "
17, All primary members shall be Trac Beams"(FL#7350 and FL#93281 unless otherwise noted on drawing.Ali purtins shall be W 0 a)
2x3xO.O45 min., chair raits 2x2xO.O45 min., eave rails 200.060, and diagonal braces 200.060 unless otherwise noted on . — (L)
)fi"ANGLE, EACH SIDE CTYP.) W E
BEAM SUPPORT drawings. L3 W (D
COLUMN/POST sm.s. wrrH MIN. %' %-0 CONCRETE ANCHOR 18. Trac Bea CL 0 r- -6-
msm(FL#7350 and FL#9328)sbalL be 600545 and all other aluminum shatt be 6063-T6 unless otherwise noted. 0 1 (1) (1)
EDGE DISTANCE W/2%-EMBEDMENT INTO —
CRETE (TYP.)
STRUCTURAL CON
2x2xl/8*x 2" LG.ANGLE 19. Alt columns and beams shall be Trac Beams"unless otherwise specifically noted on the plans.
W1 (4) #12X3/4-S.M.S 0 —C:
1 .2'O.B. SOLE PLATE W :3
(EACH SIDE) z _5
W 0
Fo o I 1/__ LJ_
0 rN Ill
Alex--
(U
DRAWN BY: JIVIS
4 �12 CHECKED BY: DYK
1x1xV," BY 3'LONG 2.—GIRT/(CHAIR RAIL) BEAM STITCHING 0 24'D.C. SCALE: ASSHOWN
3-MIN. (TYP.) ANGUE_ EACH SIDE (SEE ELEVTION FOR SIZE) (TYP*.TOP AND BOTTOM OF
4'MIN. SCREW ANCHOR 0 24'D.C. DATE: 6/06/07
STRUCTURAL AND 9- FROM POST(TYP.)
CONCRETE
X"OX2W CONCRETE SMS SEE TA13LE FOR SIZES)
SEE
COLUMN/POST
SIDEWALL COLUMN TO FOUNDATION 1x2 O.B. SOLE PLATE S.M. 'MIN. (4, #IOX2*LONG
ZD (4) 112XV2"S.M.S.. S.M.S INTO SCREW BOSSES 2x-- PURLIN DO YEON KIM,P.E.
CONNECTION DETAIL 0 0 !2 2 SCREWS (7YP.'ALTERNATIVE) (SEE PLAN F13R SIZE) FLA.REG.NUMBER 49497
EACH LEG CtYP.)
S.M.B. POST
0 HOLLOW POST (4) #1OX2- LONG S.M.S9,. OKIM A 0 ATES,LLG
INTO SCREW BOSSES (MIN.) 268
—4—L _4� 00
00 H DERS%OBLVD.,
S�TE D
UITE 106
Tampa,FL 33609
EDGE OF CONCRETE V (TYP.) CHAIR RAIL GIRT TO POST PURLIN TO ROOF BEAM
PLAN MEW CONNECTION DETAIL CONNECTION DETAIL
Drawing No. -0711
a- 4'-7- SHEET 1 OF 3
BEAM
lxlK%'ANGLE 3" LONG (EACH SIDE)
W/(3) #120/4'S.M.& EACH LEG. Un
S.M.B. BEAM
(MAY BE SLOPED OR FLAT)
(SEE PLAN FOR SIZE) DO KIM
2x— PURUN ATTACHED TO
2x— PURUN
(SEE PLAN FOR SIZE) BEws WITH (2) #12xlYi" S.M.S. ASSOCIATES, LLC
INTO SCREW BOSSES(TYP.)
USE JlOxlj�*S.M.S. 0 24�D.C. mo
Y4'OXZV2"LAG SCREW 0 12"D.C., TO CONNECT TO 1x2 O.B.TO 2x3. SULTING
(1)WITHIN 3-OF EDGES (TYP.)
STRUCTURAL
2x2A*ANGLE 2" LONG ON 1-x2-O.B. (TYP.) ENGINEERS
UNDERSIDEW/(4) #12x%-S.M.S. 1x2 O.B. FASTENED TO COLUMN/POST
BEAM MAY EACH LEG (BEAM BRACE) ���STUD W/ (2) #12xlY2'S.M.S. (EACH END,TYP.),
BE FLAT NOTE.
U
x
OR SLOPED FOR BLOCK FRAMED HOUSES USE 3300 Henderson Blvd.,Suite 106
2' S.M.s. 0 1 4.2h"CONCRETE SCREW WOOD FRAME WALL (12) #12A4" S.M.S. EACH SID Tampa,FL 33609
�2) #12x2Y --,,/ .1 18"D.C. I WfTHIN 3' OF BEAM (24 TOTAL) Tel:(813)874-5900
TYP. EACH END) W MIN., 3 Y,' MAX. C-C
12xA" S.M.s. 2x BRACE (SEE PLAN) OF EDGES (TYP-) SPACING OF FASTENERS (TYP.) Fax:(813)874-5959
RY)Pi EACH END) COLUMN/POST W MIN. BEAM EDGE
2x BRACE DISTANCE (TYR) Re atel Description
413 ISSUED
2008
TYPICAL SCREEN DEGE ' MAIN POST/COLUMN TO ROOF BEAM A -
TO STRUCTURE CONNECTION DETAIL
CONNECTION DETAIL Ins
PLAN-TYPICAL ROOF
BRACE TO BEAM CONNECTION 2x— PURUN
(MAY BE SLOPED OR FEAT)
(SEE PLAN FOR SIZE)
2' MIN. CONCRETE EDG (4) #12)j"S.M.S., 2 SCREWS
DISTANCE (TYP-) EACH LEG (TYP.)
USE#12xlV2m S.M.S 24 D.C.
SEE PLAN FOR SIZE TO CONNECT TO 1 x�00.0.TO 2x3.
(4) #`!V�-S.M.S., 2 SCREWS
1 X2 O.B. FASTENED TO CORNER EACH LEG (TYP.)
SECTION WITH #lOxIY2'S.M.S.0 PURUN FASTENED TO COLLIMN/POST
24'D.C. WITH (4) #12xl"S.M.S. (EACH LEG)
G
!x3,
USING 0.090' (MIN.)THICK FLAT BAR BENT
lxlyX"x 2" LONG ANGLE, TO FIT(6063-T6 ALLOY)
1x2 O.B. 2x2A-ANGLE 2- LONG (EACH SIDE)
W/ (2�j 112xY4" S.M.S.TO POST& EACH SIDE (TYP.) 00
(1) 3 8 0 H.D. GALV. EXP. BOLT W/ CO C�o
+ COLUMN/POST 4) C>
(4) #14x2- S.M.S. CIA TO BE 2X6 (MIN.) S.P.F. 2 1/2-MIN. EMBEDMENT
EDAR IS NOT ACCEPTABLE),
STRUCTURAL GRADE 2 MIN. 0
(4) #14x3/4- S.M.S. (1)Y4'0.2'La LAG SCREW @ 24' Z
(IYP.) 0
D.C. ENTIRE LENGTH OF GUTTER W 0
SECURE FASCIA TO EACH RAFTER TAIL
S.M.B. BEAM WI(I) Y4'Ox4' LONG PAN HEAD LAG SCREWS 2X2 Ya-MIN. THICK ANGLE(EACH SIDE) .9 o W a)
(SEE PLAN FOR SIZE) BEFORE ATTACHING SUPER GUTTER (ANGLE LENGTH - DEPTH OF NOTCHED CORNER POST/COLUMN SIDEWALL POST COLUMN TO PURLIN CL 0 a 11
BEAM) 0 Q
TO FOUNDATION CONNECTION DETAIL
2x2A*ANGLE, EACH SIDE MIN. (4)-#14x%-S.M.S. CONNEC-nON DETAIL
. I :I * ` (EACH SIDE OF BEAM) 0 w
[TYP-) W -a
A z o :2
0
EACH LEG (TYP.)
(8) #14x3/4'S.M.S., 4 SCREWS
HOST STRUCTURE ANCHORS (9) #12XV S.M.S. DRAWN BY: ims
EouALLY SPACED cryp.) TO WALL MEMBERS CHECKED BY: DYK
------------------ -r7�"- , . _ .'A*. \ , -
SCALE: ASSHOWN
DATE: 6106/07
MORE THE THAN 3"ADD 0 a 0 0 0 INV x 536' x 0.120 THICK W x 5W x 0.120 THICK
ATTACHMENT TO WALL AS SHOWN ALUMINUM FLAT BAR
.4 ALUMINUM FLAT BAR
4 0
N6 WY 0
(2)Y4"0 x A4�LONG MASONRY ANCHORS 0
U MI_ 4"0 x Zj'LONG WOOD LAG SCREW OR
E '(2)Y
DO YEON KIM,P.E.
MAX. D
BEA) c74 FLA.REG.NUMBER 49497
ISTANCE FROM
(1) 3/8'0 CONCRETE
HOST STRUCTURE (MASONRY OR WOOD) 3/8 0 CONCRETE DO flM�ASS Cl ES,LLC
(2)
ANCHOR V/ 2� MIN. ANCHOR V/ 21- MIN.
IVY 688
BEAM TO FACIA&WALL EMBEDMENT (TYP.; 2E EMBEDMENT (TYP.)
5 33 H ERSON BLVD.,
CONNECTION DETAIL ITE 106
(CABLE TIES LESS THAN 20 FEET) (CABLE TIES GREATER THAN 20 FEET) Tampa,FL 33609
CABLE BRACE DETAIL
Drawing No. -071113
SHEET 2 OF 3
-9-
DO KIM
Pool Enclosure CoRecfive, LLC & ASSOCIATES, I-I-C
Trac Beam (FL State Product Approval #7350 & CONSULTING
STRUCTURAL
ENGINEERS
33DO Henderson Blvd.,Suite 106
c* Tampa,FL 33609
t4) Tel:(813)874-5900
T
Fax:(813)87"959
Rev./Date Descripfion
=14 413
0
A 2,,, ISSUED
#10 x 3/4*MK SELF
+ DIaLUNG SCRMEVN 0 24C O.Q +
(TVP.TOP AND 90170M OF SM9)
+
--T
2' r 2'K 5'
1. TRC 11V"� I
7RAC S&M I ..crv.
DETAH,Tom cm ceD
ft scALD u
TRAC BEAM----
#10 x 3/r MIN.SELF
DRUM SCREW 2e O.C.
CnP.TOP AND 80T*MM OF SMB),4j
#10 x 3/4"MK SELF
OFILLM SCREW 0 2,V O.C.
CM.TOP AND 80170M OF SWB)
8' MASONR'Y WALL TOP COURSE CELLS FILLED 2*x 8'TRAE SELF-MATING B EAM(SMB) 2"x T*TRAC SELF-MATING BEAM(SMB) 2"x S'TRAC SELF-MATING BEAM(SMB)
SOLID W/ CONCRETE AND (1)#5 BAR CONT. (patent pending) (patent pending) (patent pen±qg
8' X 16' CONCRETE MASONRY
UNITS USE TYPE 'S' MORTAR cn 00
C>
Q C)
POOL DECK SLAB 0 C\l
0
BY OTHERS 7C) Z �i cy)
>/ c: 0 W "
W 0 (1)
1: DIAGONAL COLUMN < a E
CONNECnON 0 (-) W 2
24"— CL 0 a CL
0 1 (1) (1)
(I) U)
cu
W
z '3
W 0
-j
c)
0 0 DRAWN BY: JIVIS
0 CHECKED BY: DYK
SCALE: AS SHOWN
S.M.B. 00 DATE: 6MM7
(SEE PLAN FOR SIZE) a 0,
0 0 0
0 0 0
MIN.THICK 6063-T6 ALLOY PLATE
1—N (EACH SIDE). - (6) 114.3/4'S.M.S.
(12)-TOTAL- BEAM TO BRACE DO YEON KIM,P.E.
F REG.NUMBE 49497
k
JREG'NUMBE
AS CIATE
26887
S B
IM
#5 DOWELS 2 48' D.C. & CORNERS KIM AS CIATES,LLC
26887
W/STD HOOK INTO FOOTING CONCRETE. X- MIN.THICK 6063-TS ALLOY PLATE 0
(EACH SIDE). - (6) #140/4"S.M.S. 0 H ERSON BLVD.,
(12)-TOTAL- POST TO BRACE ITE I D6
(2) #5 BARS Ta pa,FL 33609
0
UNDISTURBED OR CONTINUOUS
.2x4 BPIACE
COMPACTED FILL CA
#3 BAR @ 18' D.C. BEAM-TO COLUMN KNEE BRACE DETAIL
(ONLY APPLIES IF SHOWN ON PLAN)
BLOCK RETAINING WALL DETAIL Drawing No. -071113
SHEET 3 OF