1765 BEACH AVE - REMODEL DWGS. ............ ..... .... .......
REVISIONS BY
SQtjARE FOOTAGE INFORMATION:
4 - INDEX OF DRAWINGS SHEETS
CONDITION SPACE FIRST FLOOR SQ. FT 4 5 PLIT SZU.04 Z"31 r
CONDITION$PACETWO FLOOR SQ.FT
UNCONDITIONED S PACE SQ.FT. (�qARA6E
UNENCLOSED SPACE(PORCHES)SQ.FT. ARCHITECTURAL SHEETS
__V . . ....
IMPERVIOS AREA SQ FF. 5tr
1 a ," I-R,17Z
LOT AREA(EXCLUE ING WETLANDS&BODIES OF WATER)SQ.FT. ZO BS8 S)F
STRUCTURE HEIGHT AND#OF STORIES:
3; T-PT
APPROXIMATE HEIGHT OF HIGHEST POINT OF ROOF
ABOVE FINISHED F-00'R APIP1710K 45
N UMBER OF STORIES 52
TYPE OF CONSTRUCTION.
TYPE V(UNPROTECTED, UNSPRINKLERED) 6.
MATERIAL INFORMATION: FLORIDA PRODUCTAPPROVAL CERTIFICATION TO FOLLOW
BY CONTRACTOR
8M
ROOFING(MATERIAL SHALL MEET THE FOLLOWING SPEGIrICATIONS) !;2
ROOF UNDERLAYM ENT-ASTM 4896 TYPE 1 ZtD co
r
;5 d)
ROOF FLASHING(DRIP, RAKE,CAP,VALLEY)-26 GAUGE mc M.9-0 04;- 8
MS-rb.L gatOPrIlIll = 0 0
-Mo
• ROOF SHINGLES-ASTM 03462&ASTM D3161 TYPEI 20
WIND RESISTANCE MODIFIED TO 110 MPH STRUCTURAL SHEETS
� 0 . P
ASTM E108 CLASS-A FIRE RESISTANCE RATING k..........
S-1 '-T '.1.` _,i�
_0 4 4.
• SHINGLE NAILING-(4 NAILS PER SHINGLE)PER MANUFACTURER'S SPECIFICATIONS .......... N-4 -
- ------IL AM st�'5 a W
CM
WINDOWS AND DOORS (SEEATTACHED ENGINEERING ANDIOR MASTERED ENGINEERING) 7 d
Sm2 => s. ;t;.. st
2V 01 �5 8 2 ME
91% E. F1 A 8
WINDOWS*WSWU 1H3LhG H U X ?A4T E
%)
WINDOWS FIXED GLASS
Swill, im , �0.�
Its
WINDOWS HORIZOITAL SLIDING
Wr
a p5 �9�,H >,e
SLIDING GLASS DCORS U ffi�e M-2
GLASS BLOCK WIN)OWS %
EXTERIOR DOORS
SITE PLAN
GARAGE DOOR
77 1�5 !"-j
SELF FLASHING W1 4DOWS PER FRC.SECT. R.703.8(l) S'R 1 OF 1 '0 T
WIND ZONE INFOR161ATION
OCCUPANCY Rw3 F.B.C. 2 -0010
VC
NOTE! THIS STRUCTURE HAS BEEN DESIGNED`IN ACCORDANCEAND MEET$THE REQUIREMENTS r
OF SECTION OF--HE 2010 EDITION OF THE FLORIDA BUILDING CODE.20(0 F.B.C. TYPE OF CONSTRUCTION
THIS BUILDING 18 11111111111111"LOCATED IN THE WIND BORNE DEBRIS REGION
0 TYPE V,,B UNPROTECTED
BUILDING IS ENCLOSED
J TYPE V-A SPRINKLED FIRE PROTECTION
BASIC WIND SPEED(MPH 3 SECOND GUSTS)
J TYPE V=A ONE HOUR FIRE PROTECTION
P 0-5 U A E- CA."TS 6 6 RY k—
INTERNAL PRESSURE COEFFICIENT see 4=1R0(t:T% Ill"VIEWEDfOR CC-nF
METHOD FOR MEETING WIND BORNE DEBRIS PROTECTION: ZONING DISTRICT
I H MaT AF-5 15rA141"r` cnTYOFATLAI�` 6i
V4 _,'Cl� ; Lo C?
DESIGN WIND PRESSU E(PSF)USED TO DESIGN COMPONENT&l L 'N4 Kn-`S: E
I
AD PGCMATEIIALS NOT 3EE POWTS, FlCl�� 0
SPECIFICALLY DESIGN -D BY THE REGISTERED DESIGN PROFESSIONAL 'J RS-1 �QUIPJRMTS AN" -0 c?) C-i I tM
WLLJ
0
SEE STRUCTURAL ENE INEERNG SHEETS FOR COMPONENTS AND CLADDING 0 RSw2 0*=NA�— VATMkt�� 11t) rr Lu
04 U 6,:, j,
4 a= . C3
(END ZONE AND INTER.0.R.ZO-NE)I,NFOR.M I A.TI.0.N ........ -E 6iw zo
-A1?12UgmIL5 WOOS.4
Q RS-3
0
------------ -------- LO
00 u. FIE
........... L30THER
t�ATN
TABLE 301,2.1.2
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TACHMENTS (PER BUILDER)
POS WOOD STRUCTURAL PANELS CHECKED
FASTENER SPACING(inj' E�
Z) &_ R A- P F 94\A4,L..
an2ft. 2 ft.-C Panel Span 4 ft.<Panol,Sp6n 6 ft.< Panel Spnn DATE
c4ft. 2. 47 N -r 12--v 0161 19 1 612lic)
SPALE
2 1/2#6 Wood Tor—aw, 16 9 3.
16
2%#0 Wood Screw' Is 7:7 -
16 12
Double-Headed Nails' 12 4 3 JO
_"`� � 1� �,A � -7 At 2.
E
SI:I Inch=26.4 rnm I foot 305 mm
Notes: 52 SHEET
1. This table is based an maxlmurn��J[W� ed 130 mph (58 m1s)and me I ht of 33 feet(10m)or less,
2. Fasteners shall be install dA . esing ends of the wood structural panel. 6. A- i
3. Where screws Ir-m-repsor ry/stucco,they shall be attached using vibration- anchors having a
Minimum withdra lilao acity of 490 b(21BO IdN).
ac
4. Nails shall bg�,P,Pco:m*mon or 12d box double headed nails 70
130 mph (58 m1s),
8. OF SHEETS
REVISIONS
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---------------------
COASTAL CONSTRUCTION CONTROL INE
C3
Q37
COASTAL CONSTRUCTION
GENERAL PERMIT LINE EROSION CONTROL LINE
'Lw"'��Od? 129755 PG. 178-1 OF DUVAL COUNTY �LOFIDA
35, .PGS 59-5,9B
LOT 35
CONC. RL OCK FOUNDATION
jfI769
(F.F.E=20.68)
103 1024 1025 28
17 1022 - 7.9 7.1 12.4 4.5
19.6 11.8 28 27
N. 21"9 37 !0 py A 20 10.0 3
E. 530708,821 �o N89 115
CA 1� - 174 25' 91
16 -�Jq, � \\---Ii
30,a ;R N 6.11 lRd' P/ ri IRO P/ 6, OD 2
RAIN MHOW TO BE N)' 25
51 PIRECTM TO THE WEST
WOOD
BRICK
42.5' COV.
36.8, TILE
tiX
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2 STORY STUCCO
BA SEMEN T GA
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BENCHMARK .33.0' 19*531097 20.9. 66 0 45 40
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SET X—CUT IN CONC. 6.3' (A Q) 18.2
7.1
38
4.2
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EMENT FOR I & Y CN :AWL 7A�Z,U L V r i
INGRE�),� AND
Ln
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PAGE 120. 1 LOT 32 - -------
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Inc.
3455 Thalia Road
7
SITE FLAN (FROPOSEID )
jacksonville, FL 22250
business: (904) 223-3701
Fa)c.1904)
NOTE.
NORTW NO EXCAVATI OR FILL IS PROPOSED
—7
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$US-,FLOOR SHEKIHINGW18d COMMON WIRE ...
NA
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V O,C.EVERYWHERE.INSTALL S(XID,
t 0
BLOCKING BETWEEN FLOOR JOISn AT ALL z Z
01
A BEARING WALLS AND SHEAR WALLS&TOE NAIL 0
BLOCKING TO DOUBLE PLATE&JOISTS&SINGLE _4 w m
PLATEW1 10d COMMON WIRE NALS ON ir G.C.
INDICATC-5 c PA u W_
TO SUPPORTING TRUSSES/ RAFTERS W/ 8d .... ..
NAIL ROOF SHEATHING
SXMT4 z7TE-P-P6%P4f4'
RINCY 514ANY. NAILS ON 4:14:'O.C. WITHIN 3 FT. OF RIDGES, HIPS, VALLIES,
or7
EDGES AND CORNERS, AND ALL OVERHANGS. NAIL ON 6
EVERYWHERE ELSE.
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NAIL ROOF SHEATHING TO SUPPORTING TRUSSES/ RAFTERS W1 8d
A k& SHAAY' SAILS om Ir.'14"O.C. WITHIN 3 FT. OF RIDGES, HIPS, VALLIES
EDGES AND CORNERS, AND ALL OVERHANGS. NAIL ON 691181; ..r ..... .....
EVERYWHERE ELSE.
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GLUE AND NAIL ALL WSTYRDI-FLOOR PLYWOOD
SUB-FLOOR SHEATHING Wl 8d COMMON WIRE
NAILS @8n O.C.EVERYWHF
IL -RE,INSTALL SOLID
ING BETWEEN FLOOR JOISTS AT ALL
BLOCK
BEARING WALLS AND$HEAR WALLS&TOE NAIL
OUBLE PLATE&JOISTS&SINGLE
BLOCKING TO D
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OVENWAMIRIM Wl 3x
PbOOF"ATWM
SO,
NAILS 3'or
AIL R ING NAIL ROOF SHEATHING TO
H G)l WORTING TKUSSW RARM
SUPP RVNO,TRUSSES?RARERS wd ad RINK SHARIS:MASS ON
W/OdRNKSHANKNAMON 2912FDOrEJOENA1.70FACH 4,jrc,.cwUMM 'At OF
4"14'O.C,WnHIN St OF IK GEL HIPS.EDGES,AND
HIP W1(10�12d TOE KARS,
MHP TOE NAIL TO
2KI21ROMI ROGES.HIPS.EDGES,AND STAGGERNAILS ON EACH FACE CORNEIMANDALL 2 x 12 bYP.V LECIGER
EACH 2XIO RARER W/181 12C CORNERS.AND ALL IV, TYR,
TOO NAILS.STAGGER NAILS ON TO AVOID WOOD SPUTTING ch EIHANM NAIL ON syr FASTIEN L500"TO PROOP
OVERHANGS.NAIL ON e/r EVI IRYWHEP ELSE
EACH SIDE TOAVOID WOOD EVERYWHER9 WE KYWDM PECK W
PUTTING ?4)MO X$-,SW WOW SCIMM
SIT
W2HIP Z112HP
r(s)Od COPI'VN NAILS
MWH RAMR TO LZISGIER
LOAM FROOP:
p 2cSYP#2RAFMS,SIZ;& RAMR 0 24"OZ.
PACING PER SHES S;3 CO
z
CD
RIDGE OR HIP[RAFTER,TOE NAILING RIDGE/ HIP CONNECTION TOE MIUNG TOE NAILING DETAIL
.............
NIS i NTS NTS
J.- LE12�ER - DETAIL AT QYEWRA FTER u
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6=2) 2 9 12
05 PAM CONL
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05 Smar PARI;WALL N pt Lt.$ 'ry p �010 14 ON 807"SIDES.
nV CRAU UNTEL
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Sm LAW
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BOTTOM Rml;.
USE ROWS
Ows
USE (I
9 OM"ON OFI COWEN
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NAILS 0 12' D.C. STAGGIER MAU
9
ON EIGTH SIDM.
.......... o
fkElAv. ' cmuHEAD�R Su.'Tiom
2,0'7YP. l=jC4 PLY K W 1-�&: PLY WIL
24'7YP. DOWEL
DOWEL
J,
SEE OPENINGS
LEGEND FOR 1/2-0 A307 MACHINE
REINFORCDOENT AND�
BIL ZASH
Malt
j
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Mi:2/�Ky a
rL rt-,,
MULTIPLE ME9
Py""42
F7
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ell
DETAIL 8 OPENING IN BEARING Tl ON., D-E-T,&IL M -
0.0
WALL 53TEEL DOWELING
OLT&)
SHEET NUMBER
A
15 1 OF 'rt
NOT TO SCAIR*
v
q
I. Llya Loads MU fivid2o JIM-LeLE192M
2. Roof..._...20 Pat,Floor........40 psi 6. The following minimum concrete covVT shall be provided is
for rainfora�14tz FASTENING SCHEDULE"B"(UNLESS NOTED OTHERWISE ON PLANS)
2. RM L22dG Iftr Sedun 110 9f FBIC 20121
Bottom of floorjpists....5 Essf, CONNECTION FASTENER ___�UMELER OR SPACING
Footings....... . ...... ..... ... 3 inches
Top offloarjoists...._10 psi 3.2 MWFR Spliam Design Wind Pressures Par Simplified Slabs SAND IOSY TO SILL OR TOP FLAT TOE NAIL ad 8, D.C.
Bottom of mot rafters...._3 pelf, MMhod 2 of ASCE 7-2010 Edition JOIST TO BAND JUST, FACE NAIL led COMMON 3
on Grade...... ....... .....
Top of roof raftere........�.12 DO . ... .. .Centered JOIST TO BILL OR GIRDER, TOE MIL Ed COMMON 3
Top of calling joists.........5 pef 7. Rorisontal be= end footing �bars �olmll be berst 11-o- ly ]moms BRIVOING TO JaST, TOE NAIL EACH END Ed COMMON 2
Bottom of calling joists....5 PSI OOD
Around corners or 9 0--r bouce �ith 2-01, lap shall be provided. Truss manmbftmr shall submit shop drawings ludieaftg Actual t I min Layout, LEDGER STRIP
16d COMMON 3 AT EACH JOINT
3.Wind Wadig l2gr Segigin lLqtgLEBC 2012 daigi� 1*9 G"OR'LESS SUMOOR ad COMMON 2
a. Contractor oba3l, provide spacers, chairs, bolsters, wind viallift st bearing locations,number and types Of trassees,etc�shop drawings and, TO EACH JQST,FACE NAIL
Ul*cmft Design Wind SOW,Valt=132 mph,Wind Exposure"W', calculations shall be signed and sealed by a registered professional engineer,Truss OVER I' .0' SUEFLOOR TO EACH JONT, FACE NAIL ad COMMON
ifink,Cusapeary all"Struschare,OCPN+)Cr(-)O.I8(Enclosed etc. necessary to support reinforcing steel. Support 3
manufacturer sbufl coordinate and vergy all truss dimensions and drakes w1h aroddres,Is r SUMFLOOR TO MST OR GIRDER.MIND AND FACE NAIL
Structure),Roof Pitch Is mom than 7 degrees but 1"9 than 27 items which hour, an exposed concrete surfaces shall led Comm 2
degrees,Structure IBRH Is less than GO fL have onds'which aris plastic tippeel Or stalinIgics si,,,j. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL led COMMON W D.0
.1 Roof framing plan and tmsi types Arediagrammatic and Alm intended to trullicatedesign TOP OR $QLE FLAT TO MO.END NAIL
3.1 Components&Cladding Design Pmsums concept only for mof configuration. lad COMMON 2
Roof: a-3' Transit Shall be chalgood,fabricated,and created in accordance with ANSMI1"national STUD TO SOLE PLAM TOE RAIL ad COMMON 4 LLL-Li
om Lf kgft Wind Art-a Ng.f Ll Pressure Elf 1. The latest edition of the following ACI Standards apply- design standards for metal-plat�nnftUd wood truss constrecticaLl, DOUBLED MOS. FACE NAIL lad COMMON Re D.0 Pan
1 10 30.7 -40.7 ACI 318(CODE) TemPOmtY trum bracing$hall be Installed In accordance with"rmammded elmill IMAIRED TOP PLATS, FACE MAIL led COMMON is' ox.
1 20 28.1 47.4 ACI 304(PLACING); specifications for temporary bracing of Eaton plate connected wood tmsaee,(TPI-DSH)
Rod 0commentary Rod remmmendedons he haodffug,Inflailling,and bracing metal ptate v TOP PLATES, LAP AND INTERSECTIONS FACE NAIL (2)led OR(3)106 COMMON
I so 23.7 -45.6 0
1 100 21.7 .44.2 ACI 306(WINTER CONCRETING) connected wood trimmis"(TPI-1118).Install all web bracing respairad by the truss dzajgam,� CONTINUOUS HEADER, TIM)PIECES 166 COMMON Is- 0.0, ALONO EACH EDGE :3 :3
2 10 30.7 4KO ACI 315(DETAUJNG) Temporary bottom chord and web bracing Slog)rmWm permanently in place.The lirlottme CIDUNG JOBTS TO PLATE, TOE NAIL ad COMMON 3
AC1305(HOTWEA7HER CONCRETING) chord bracing shall not exceed IOF spacing for transit where no oblealbing Is attached to the CONTINUOUS HEADER To STUD, TOE NAIL so COMMON 3 k,
2 20 2111 -78.2 ACI 347(FORM WORK) truss bottom chord or with truss bottom fifler.Provide 2x4 lateral bracing g 36"under
2 so 23.7 49.1 ACI 211.1(NM piggyback truna.All bearing shall be nalled with 2-16d amills to t�&
2 IGO 21.7 -62A COfidPMWE) CHUNG JUM. LAP OVER PARITIONS, FACE NAIL. (D)16d OR (4) 10d COMMON Z
At trussesi requiring web larsdall,provide 2x4 dingonal bear 9 Di 6
3 10 3o.9 .125.0 ACI 301(SPECIFICA nONS) a(appear 45 degmes)&201 CEIUNG dOISTS TO PARALLEL RAFTERS,FACE MAIL (3) led OR(4)led COMMON
maximum spacing.Nag one end of diagonal towels oftrass atrallfmad middloof diagonal RAFTER M PLATE R)E NAIL
3 20 211.1 417.6 2. The required concretestremida based on age of 28 days for elements in the structure to truss web&I lateral bracing location and the other end of dkpuW to bottom of web at 8d COMMON IZI
3, 00 2V -106.7 illeall not be has than.3000 MIX third truilff, zAAm. 0 �
3� 100 21.7 .98,5 3. INfix proportions and desigm proportion cables complying with mix design J_ I' .8.OR LESS SHEATHING TO EACH BEARING.FACE NAL ad COMMON 2
Roof Overhang: a=31 Panic I edwas spedillhad to ACI 301. 1. The hillowing codes and specifications apply: OVER 1'-S" SHEATHING 70 EACH SEM11% FACE NAIL ad COMMON 3 to
a.,Limit blast furnace slog(ASTM C989)(NEW CHEM)to not exceed M
zm ffffiestbafflnull AndaJoal.JIL) Pressure(Do 2) ACI 5301 ASCE 3 building code requirements for Awarmary stressurft BUILT-UP CORNER STUDS 10d COMMON 24� O'C' 0
2 10 -121.5 50%of content by weight. b) ACT 530.11 ASCE 6 sPecificlatIONA for masonry structures. BUILT-UP ORDERS AND BEAMS, OF THREE MEMBERS god COMMON 32'O.C, AT TOO AND CQ C\2
IIA Limit use of fly ash(ASW C619 TYPE C OR F)to not armed 25% BOTTOM AND STACGERED
2 20 -121.5
2 100 .121.6 of Portland emu ere(ASIM C150 TWE A OR 2)content by weight. 2. Concrete masonry units sbaD be lead bearing type conforming to ASTM C_ 2 ENDS AND AT EACH SPUCE. I
3 10 -167.2 DO not am flymals in conjunction with blast furnace slog. 90,Type 2,having a minimum compressive strength of 1900 PSI(DO am). r PLANKS led COMMON 2 EACH BEARING
3 20 -150.8 c, Design mixes to provide normal Weight concrete with the following See architectural drawings for in*rating requirtments.fm-1500 PSI. SMOS TO SOLE PLATE, END NAIL led COMMON 2 EACH END LO
P4 C\2
3 IGO .113.0 properties: 3. FIX!cells as noted on drawings with coarse grout conforming to ASTM C476 WOOD smucnaa PARIS.suaruxBoNcl
15/32*, 112`� AND 7/16'
1) wak"mentratio, OM MMMMUM having a slump range of 9" !Ad COMMON. ANNULAR OR SP D.C. EDGES AND
SPIRAL THREAD 12' oC. INTERMEDIATE Z
Wells. OR W 2) Airentn!inment(ASTMC260)i3%+/-I% 4. Provide galvanized whil truss type harimatid Joint reinforcing at 16"GC.(9 19/32'. AND 3/4' Do COMMON OR Ed COMMON S'D.C.EDGES AND i-t
ZEOe Eftlives W!W Area sq.It.) REARESUM I age Gage dumovall minimum)unless noted otherwise.Provide prefebricated he, OR SPRUIL MUD W OC INTERMEDIATE E-
1-� AND 1-1/8- 10d COMMON OR a,C.C. EDGES AND
d. Slump Illmits:pt iparthas and dealing arlien to r"ult in concrete slump "Mariolatminforeing. �D
4 20.0 50.9 4510 Ed ANNULAR OR SPIRAL THREAD 6" O.C. INTERMEDIATE
4 BRIG 47.7 4$.0 at point of place meat as follows: S. The beams east on masonry wails shall be constructed so to key and bond U
4 100.0 63.3 .41.0 1) Ramps ai d sloping surfaces;not more than 3 inches, into fallack mile.The use offorilding paper or Shea Plinstic to don to voids 15/32-, 1/2-. AND 7/16- 16 Co. CALVANIND AM STAPLES, 3/a' 4' Ot. EDGES AND 1_4 6
5 iilo 60.9 -9.7 2) Other ON ever:4 inch"+/-V below is not allowed. 10/3r� AND 5/8- MINIMUM CROW I-Sle"LENSTH 7*D.C. INTERME014M Z _C4
5 20.0 47,7 401,8 a. Fine and course iggregates shall be per ASTM C33. AD masonry wells shown on the structural drawings have been designed to 10 G.. GALVANIZED WRE STAPLES, 3/8' 2-t/2'OC EMS PRO
MINIMUM CROWN I-SIS'LENGTH 4" D.C. INTERMEDIATE P4
6 50.0 5&3 49.6 4, Site added water is permitted I rings the IM 15 minutes that the truck arrives an the resist the require code vertical and lateral furced In the flaid constructed
0 co
5 10010 50.9 45.6 WOW SINMTURAL PANEL ROOF WALL SHEATHING AND U C)
job site provided that the were-cement mile and the slump Unnits are not exceeded coullffurAdOO Only-It is the mPDmibUkY Of the contractor to brace the wails PARTICLEBOARD WALL SHEATHING r4
1/2'OR LESS
plus and inhass storm Indicate acting toward and sway from however list more than one P[kna of water per cubic ya rd of concrete may be slid for vertical and lateral loads that could possibly be Applied prior to led COMMON(WALL) III OC EDGES AND
U COMMON(Row 12*OC
the building surfaces mspoc&4e'y I INTERMEDIATE
to adjust the mix at the jobalte, cOmPlieflon Of connections at floors or roof framing loveh. f4
J913r OR GREATER Ed COMMON - 6'D.C.EDGES AND
"Mag Starmaturil notes� 5. Consolidate all concrete,other than slabs an Grade win established vibrating 7, WAR reinforcing is candamous from foundation to top etwon VN0. 12' D.C. INTERMEDIATE
9 _41
1. it is the intent Of, li�, Shiginamr, that this mark 0quiPmellt� 8, Utf ASTM C-270 type M or 6 wortgr. 15/16' 1/2" 16 Go. GALVANIZED ARE STAPLES, 31V 4'OC.EDGES AND (10
;eIli requieme�t6 of the 6. Do not place concrete during rain arof rain is likely to occur Prior to concrete MIK CROWN. LENGTH OF I' PLUS S'D.C. INTERMEDAM -
be in� conformance with WOOD STRUCTURAL PANEL ON
Authorities having 5uriadilatipds ovor this two of hardening. PARTICLEBOARD THICKNESS "ZirI
CIS E"
rlicticia and OCCOPILnCY I jal constrgust6re shall do 7. Th ve 10 Gd,GALVANIZED ARE SlAPLE1.3/8- 2' O.C. EDGES AND
const e contractor Risen engage a testing agency acceptable to the architect to perform CO
their voDric in conformance !with all appIlicablu, madve LAMM_RS MIN, GROW. LENGTH OF 1*PLUS V D.0 INTICAMMIATE
for each 50 cubic yards or met I days pour of each type of concrete. WOW STRUCTURAL PANEL OR
Ezilimilon bolts sha:'be MLTY XWIK SOLT 3 or approved equal.Embedment In
PARTICLEBOARD THICKNESS
and regulations. a. A slump tot(AE TIME C143) concrete orsollsd granted masonry shall be?bolt dismaters minimum,U.N.O. ? 0
FIBERBOARD SHEVITNG' Z
1/2'REGULAR
The Contractor shall �,aczLfy all c t1ons and Is. An air entralems cat test(ASIM C173) Eposy,adhesive than be MLTI MT-BY 150max cauntridgesystims(HILVIFIT-RE 500"ur DALY. EDGING NAIL 1-1/2'LONG AT 0114ER MARINE ME
2, Od COMMON NAIL OR 11 Go, V D.0 AT RDM% 12*CC
=9 work. hole Is cored Instead of drMed)or approved equal,UND.embedment shall be 12 bar AS'
dimensions at the job site firicze to counwas Compressive air oagth tots(ASTMI C39),p*rovkle one set of 4 cylinder WIN 7/18'14EAD
specimens per A 5-f.M C31.One specimen IS to he tested at seven days, shimarters,VNO.Hole diameter shall be no greater than recomommided by madak hole llr STRUCTURAL i Ed COMMON NAIL OR 11 Do. 3- MC.AT EDGES, 6- D.C.
Shall be brushed out with bottle brush and than blown out with air wing a w
3, contractor shall supPly, � locate 8.12111 build into two Specimens a, 28 days,and one specimen retained If later testing Is COMOM"or DAM ROOFING NAIL 1-1/2' LORD AT OTHER VEMENO AREAS P-I
the imanhors, angrion, platwa, a foxestimaid oil tv*p.butagetim&bell be in accordance with manufacturers printed WITH 7/15-HEAD
R"i, all ,inserts, , I required.Submil t copies of testing to Architect.
openings, oilleaves, hangers I slab depac Mosinee, ES/327 SIRW,,flAL ad COMMON NAIL OR H Go
3*CO. AT EDGES, S' O.C.
d. Concrete densit) for Ilghtwelght concrete. power Actuated Drammen(PAF)shall be RILTI X.DN1 CAM ROOFING NAIL 1-3/4-LONG AT OTHER BEARING AREAS
Pitches as, supy, be leciVired to attach drawings and 0,145N
&Ocoaob"to other mark� MUGU CARfE= min 1-114-late concrete&ad emu-do W PlwwMiB I-Ofealu mortstrjohit.PAF shall WTH 7/10' HEAD
"SUM SMKTHINn
1. Design,fabrication,handlisX.and arection of prefabricated woo I Of in�shall compkielyimndmtedm.1m I Atod.
1 11 RK, 1-1/2'GALVANDCU 4' D.C.AT EDGES
.4, Ail details and sections! shown on the 412FAVOLngs 7/16- HEAD S'MM AT OTHER SEARINDS
I strused to comply with applicable requirements and recommendlitions of the truss plate va. 11 go.1-3/4" CALYANIZED 4'Mt AT EDGES
are iritanded to,,be typionj end shell be! carN ad Cc AT OTMER SEABIRDS
work institute,Design and crftdom drawings shall be signed and Sealed by a professional 7/10-HE".
ispiply 1 1. imi
P Uoy 0 jar sitanstion elserwherial r in the OYP
in shown. r engineer registered in the state of Florida,retained by.1he manufacturer.Submit for SUM WALLODARD
AgarmilaiD titace, a different diablai 1/2' 1-3/8'DRYWALL NAILl 7'D.C.ON CCIUNGS
review prior to fabrication. a, or ON WALLS
is 1-1/2*DRYWALL 7' or CIN COLINGS
Subsurface soil mnlaitipn informs'tion at a. Design calculations to support dead,live,and wind loads. NAIL'
eveilubl" Foundations airs daiiigmad for 12000 Pff soil, It. Breeden drorwhavissball show sit lateral and diagonal bracing as required In V 0.0, ON WALLS
capacity,: . Contraistor shall report MY the truss system.
Suit
diffatin; the Designer prior to c. Truss to truss connections shall be designs
conditions to it blethe truss manufacturer and
0=�S:icing Work. shown on the erection drawings,
6 it in the Cantractxg�ls Role reap asibility to 2. All sawn lumber shaff he visually needed No@ 2 Southern pine @ 19%max moishare,
des isizinp Ice to inam"
texamine, arection procedure land I "elect.
the safety of ehe buildi 6d its CN31SIArmunt Goatee 3. Provide Hot gauge metal ftskosen Indicated.Secure per fastening schedule publish
darilso araction. in the MFG.catalogue for the maximum capacity U.N.O.Feffieners expolord to
ambient conditions sling be si sinless sted Bud secured:wkb stainless Alm nails.
n
N" FASTENERS: "SIMPSON" FACEMOUNT
Fasteners at all other locatim a shall be galvanized steel.Substitutions are permitted SIMPSO
Coast LOU-Notoo,
provided that they have an equal or greater capacity then the specified fasteners
SCHEDULE "X' MODEL No. NUMBER AND TYPE OF FASTENERS
and catalogue data is submiti ad for appinival by the architect HANGERS SCHEDULE "IV'
�Foun"tiona
LSTA36 124)IDdCOMMON NAILS,USE HALF Of THE NAILS I-SINGLEM,2XIO,2XI2JOISTS-USE LUS2B
4. Install rough carpentrywor*to complywith N.F.P.&V"Matruld forwood frame
Al�l concrete shall Iilqcva� a min" or 3000 psi ROOF RAFTERS STRAPPING FOR IN EACH MEMBER BEING CONNECTED 2�DOUBLE 2X8,7XIG.2)02 BEAMS,USE LUS21L2 U)
JEB 4ya stomp for, slab on coustruction,"Fenn F30-,-A RA DesWeomtmetion Guide-Residential and LSTA24 08)Too COMMON NABS.USE HALF OF THE WAS 3�TRIPLE 2X8.2X1U2XI2 BEAMS-USE LUS28-3
compressive strength at commercial,"and the record allegations of engineered wood produces womfodum. BUILDING WITH MAINLY EXTERIOR CONCRETE IN EACH MEMBER BEING USED 4-DOUBLE FLY 117187 LVL BEAMS,USE HGUS41 0
Grade vloich may be conatruntims Rich 2300eiRsi. L %a I
LU 28
5. live pressure treated lumber with water borne preservatives to comply with AWFA MASONRY BEARING�WALL4 (8)10d COMMONNAILS TO HEADER
oil or Ulpors for all members In cantse�with masmary or concrete,exposed framfor,and all (6�1 Od X I 1/2.'TO JOIST 5-DOUBLE PLY I It'&I r LVL BEAMS-USE HGAJS41 A
2. atingo shall beer �POTI iandisturbs� I HU210 (Ol 16d COMMON NAILS TO HEADER 6-THREE FLY 11 7/6'LVL BEAMS�USE HGUSS,5110
di to a "neity!of at 93p, of ALL TRUSS ENDS EXCEPT UPPLIFT TRUSS TO I.OF
starmotural fill compact , curbs and blocking used In a Dinection roofing and wat rproolling. (4)10d x I 11TTO JOIST 7�THREE PLY 14!'&16"LVL BEAMS-USE HGUS5,S/I 4
Standard Procissur Nmism P�7 !Density ti*m OiSS-1) fox a, THE ONES OUTLINED SUPPORT H2.SA (5)Ed TO RAFTER
, 2 1 L 6. Provide continuous wood fee laing members of size and spacing Indicated.Do not BELOW 8-FOUR PLY 14"&16'LVL BEAMS-USE HGUS72,5114
it dapth of at least one fact i(j.) belaw:the bottom of Splice Structural Member$be Won Supports. 15)Ed TO TOP PLATES 7-SINGLE 164 TJI/JOIST OR OPEN WEB JOIST-USE THA2
55 L
-44 1-3 141 Ed TO RAFTER
the footing. H3"SIMPSON"NAIL TO TOP 29B P.T.
(4)Ed TO TOP PLATES 6
PLATE&TOT LISS W/I8)ad
R R NAILS IN MSTAM36 (13)1 Od COMMON NAILS TO WOOD
era shown, core', of iblock masonry 'Shall be COMMON NAILS(I.E.FOU %N0
Into EACH) (8)114`0 x 2 111V ITTEN SCREWS TO CAGI KOCK
filled lot I" gravel ;Concrete With SPH (10)MOIR 1 112'70 STUD
HGUS7.24/14 (66)16d COMMON NAILS TO SUPPORTING GIRDER
minimum compressive strarsolth of 2500 Pei at 20 days. <910 DOUBLED(I�E.ONE ON EACH
OPPOSITE CORNER)ES,NAILED 122)16d COMMON NAILS TO SUPPORTED BEAM
infaming steel 0 0,11 be ASTM ALIBIS ,Grade do
SIMILAR TOMOVE HGUS7.25/ID 146)16d COMMON NAILS TO SUPPORTING GIRDER
steel congoreing to ACI 31ill *1 jJ5, ACt 318 amt COf (16)Idd COMMON NAILS TOSUPPORTED BEAM JOB NUMBER
0 , latest satiass- HTT16
Kennel of standard RZKOt16 <2350 J21 HTSAA 2Q"SIMPSON'TWIST STRAPS, (181 16d COMMON NAILS TO SUPPORTING GIRDER as. -3.
NAIL EACH�EACH ONE W1 10d Ijr 0 x 9'LONG EPDXY GROUTED BOLT
hoorixontal HTE22 132116d COMMON NARSTOSUPPORIDIG GIRDER
5� All cmatievoclux 1 vertical COMMON NAILS VO VRUSS&FASTEN
I id,94 shall be lap spliced 0 EACH ONE�O CN4'IWI(4)Y4�'O X I VrOX Ir LOW EPDXYGROUM DOLT
reinforcing steel in fast V4"CONCREIESCREWi SHEET NUMBER
taidge or 3011,; whichever Is
of 48 bar disivie
i,"Ji,= I noted. S-4 oF
VdMstMrT unions otherwise -1
-51
%rill
L105B
=mom=
mirm mv,owAaama;
117s 1�