Paradise Court 610 DATE:
09116101
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APPROVED
CiTy. OF ATLANTIC BEACH
APPROVED 13UIL.DING OFFI"
CITY OF ATLANTIC BEACH 2001
PLANNING It ZnNINr OFFICE
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PERSPECTIVE �AGE
DUILP SET SELF RESIDENCE
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51',3 1/2 DATE:
716 21' 11'31/2 09116101
91112 22 drZ 06 > -
00
00 NOTE5:
LIVING AREA GARAGE DOOR. OPENER 2
1267 i5o[ ft
TOILET PAPER HOLI)ER
IN MA5TER 5ATH TO 13E
NO 5A5E CA13INETS a) u
42" m
W KNEEWALL �D KNEE DAR TOP ONLY T ANP E
12 1/2 V6 DETWEEN TOILE
I -j WICOLUM WALL t zL�
6
VANITY ON WALL 0 U)
UMN TO
CElJ*
PORCH
71 x 07 QUT51PE 5HOWER CIQ
LOCATION
03 62 361/2 371/2
E Ky 2 7a
66 1/2 - - - - 11
HALL
67 x 211
b
DATH ATTIC ACCESS-MCK KOM CF
79 x V, ATTIC WffM PLYWOOD
72
HALL 110112
LAUNPRY
73 x 610
J
)
GARAGE
16'DEEP FLAW SHELF- �4 1/2 1'1/2 167 X 194
TO?AT ff-'5 5/ty APF ------------------
22
MA5TER 131)RM MASTER DATH
Ea: 1111 x LA 2' CO <
DED OOM 17
5EDROOM TZ3 IM ME
911 x 117
C9
'7!1
210 02 2'ro 1/2 ol 22 e,2
--------->
12'4 t*1/2 10'4 24 19'31/2
ME
PAGE
FLOOR PLAN
DUILD SET SCALE: 1/4" 1 FOOT
F7-
DATE:
09116101
Lo
TID
WF' CENTER FAN 13ETWEEN WALL5 LIVING AREA
0 1267 5aL ft U2
32, ICNIJ
42" NO BA5E GAINNET5
30"KWEWALL KNEE 13AR TOP ONLY LL
WMUMN s__
WALL
wr
COUMN TO
FORCH
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1 0 00
0
ENTRY 0
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- - - - - - - - - - - -
her
HALL
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T
DATH
CENT LIGHT FIXTURE 17==
-o- HALL uj
LAUNPRY M 1/2
$ GARAGE
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CENTER LIGHT FIXTURE I I 3EPROOM EPROOM\�
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FIRST FLOOR ELECTRICAL PAGE
13UILI) SET SCALE.- 1/411 = 1 FOOT
610 P&gAbISE Cl�
FRONT & RIGHT ELEVATIONS DATE:
1 FOOT
5CALE: 1/4"
11 - 11111 fill
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DUILP SET 6
REAR & LEFT ELEVATIONS DATE:
5CALE: 1/4" 1 FOOT 09116101
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13
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OAGE
13UILP SET 7
(C)10 Iq 5
12 1/2 76 32'3 1/2
— — — — — — — -- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --
F — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR �ONSTRUCTION
PROFESSIONAL THAT IS FAMELL4,R WITH THE HISTORY OF THE SPEClFIC
CONSMUCT70N SM OR THE GENERAL AREA OFTHE CONSTRUC17ON SITE,THE
UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST MVO)-25 Fr.DEEP
SOIL BORINGS BE PERFORMED AT THE CONSTRUC71ON SM FOR THE PURPOSE
OF EVALUATING TEE DEEP SOIL CONDMON AND TO INSURE THAT THE SOJIL
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOEL (I.E. ORGANIC SOEL
UNCONSOLIDATED CLAY, ETC ) THAT MAY CAUSE FUTURE DETRIMENTAL
STRUCTURAL SETTLEMENT.
nowEvER,(6).Fr.DEEP SOIL BORINGS SHOULD BE PERFORMED'TO ESTABLISH
THE DEPTH OF SOIL EXCAVA11ON A14D BACKMI,NUMBER OF IsORINGS SHALL
BE RECOMMENDED BY THE SOIL ENGINEER.
IF NO DEEP SOIL BORING INVESTIGATION ISPERFORMED,(I.E.2$Fr.D.EEP SOICL .1 ,7
F BORINGS)THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:-
FKCNT THE UNDERSIGNED(LE.ENGINEER)HAS NO KNOWLEDGE OF ANY SUBSURFACE <
SOIL CONDITTON REPORT;THUS,ALL F0071KGS ARE DESIGNED AS SHALLOW
PORCH (4 FOOUNGS BEARINGON SOIL THAT POSSESSES A MAXPAUM BEARING PRESSURE
OF 2000 PSF . IF CONTRACTOR FOUND ANY DIFFERING CONDMONS EffHER
LOWER) THROUGH SOU, REPORT OR SOIL ' REMOVAL , THEN FNGINEER OR L
UNDERSIGNED SEAM BE NO'11FIED A"POSSIBLE FOOTING DESIGN REVISIONS
(I.E.MAT FOUNDA17ON ORPILE FOUNDATION)MAY HAVE TO BE IM[PLEMENTED
PRIOR TO COMMENCING WITH FOOTINGS WOM — — — — — — — — — -- — — — — — --
MAIN HOUSE 'SLAL3
_4
r — — — — — — — — - -- GARAGE (411 LOWER)
Or G-r4c R6r-mal-, Rao;-Poy-cJ
JAS-f Poo
?*or O-K, pof, pex j
W/ 4 *2 1&*ros-r,
1-7-1011 If
— — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — -- - -
L
-- — — — — — — — — — — -47-
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — - — — — — — — — — — — — — — — — — — — — — — - -
4T
FOUNPATION PLAN
SCALE: 1/4" 1 FOOT
LOT 16 PaKqmjsE7 cove CAD rU NAM
Lo E 0 LE N"
F
NG No.
C
IPTL�jJLTIf FL.
WAVA Wn ORA NG N(X
ROWD
APPROYED w. LJG Loul
7�1_� -iHEE7 Na
30 LOUIS GAtR�jo �
P.E.
C Z)Z'XI z--
_f)WFLAT CEILI�G
-Sec aekr4- of-
.......... ...................
0 COY- b*.
CATHEDRAL CATHEPRAL
CEILIW7 CEILIN57
LIVING AREA
1267 5ol ft
10�
KNMWALL
WIC(UMN
FLAT CEILI
=VMN To
PORCH -CELW
GATHE ALCEILI�*
&FA V"_ 0 A GO*0-C' Cffi'WU)
F-NTK
see�
tW-epo
PLANr 5HELF
HALL
&FLAT CEILIW;; L
0/ J.11
CAl-HEPRAL CEILIWi &FLAT CELING 8 FLA'r CEILI�G
)jC'A-
vault;continuc5 over
bath arJ cbect CATIEDR& L__ �AU
MUNG
NPRY
MA5TER 13PRM KASTER DATH FLAT CEILIW-7 FLAT CEILI .6–
CATWORAL
CUM
13EPRWM 13E
CATHEPRAL
CEILJ�*
0
t?)2
— — — — — — — -- - — — — —— — — — — — — — — — — — — — — — — — — — — — -- — — — — — — —
TABLE FOR SHEAR WALLS FRAMING 45140011L WAU4 &,*Y*)=
(GROUND FLOOR)
THE SHEAR WALLS TABLE WAS ESTABLISHEI) ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE .0
NOTED IN THE TABLE: .0 1 00
A� WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS.
8 GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLIER NAILS FOR 1/2' & 5/8- THICK BOARD
RESPECTIVELY.
C) SOLE PLATE—CONCRETE SLAB ANOiORS SHALL BE IltOx 10* LONG OJ—BOLTS" (A.307 STEEL) FOR EXTERIOR WALLS
OR 11/2"0 x 7* ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS.
REQ'D. SINGLE L OR - SHEATHING TO STUDS FLOOR TO FLOOR
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING General notes�
0 7/16m OSB SINGLE 60 12' 60" O.C. 1-.,_ Roof pitch shall be 7: 12 , overhangs shall be 2411 wide (max.).
(BLOCKED)
L Roof trusses shall be preengineered prefabricated SYP#2 wood trusse
7/16- OSB SINC41 12N 600 O.C. see sheet # 10 for lumber specifications, nailing requirements, etc.
(BLOCKED)
ADD17IONAL NOTES:
1) FOR LOCATIONS CLOUDED AS 01 INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE
BOLTED PER DETAIL 'B* ON SHEET # 10
2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL
IDE 014,SHEET ft 0
3) ROOF TRUSSES SHALL BE STRAPPED To Top PLATES OF BEARING WALLS AS SHOWN ON
SCHEDULE 'A" ON SHEET #10 - STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES
ACTING SIMULTANEOUSLY WITH UPLIFT FORCES.
4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR a INTERIOR WALLS
HAVE BEEN REDUCED BY 18X TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT 5,E CT
CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18X FOR THE SAME REASON MENTIONED
ABOVE. LOT 16 Pj%jt'qMjSe C
'0VC CAD FLE NAME
5) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED jqTLANTiC , J&COGH . F L.
AT TOP & BOTTOM AS SHOWN ON DETAIL 'As ON SHEET #10. 1------ ORA G NCL
er.y%% JM APPRMCD 2%
aogjuto fV5 D o* LJG
SHEET 0 SHEET N06
411 30 LOUIS AEIR P.E.
l'it q t� 'Ijd I q
ROOF TRUSS---\, ROGIF U Haudots W roof
DESIGN CRITERIA S CHEDULE "c- Par shoet#
LIVE LOADS; ....................201/sq. ft. RECWN0ED SM-SIZES AND SPACING 4
R60F...................I..................................................... WALL PLATE HEIGHT STUD SIZE SPACING
WIND�LOADS' 0 M.PA. 111,-Or THRU 91-1107 20 18
WLONELOCRY (PER SBC-1997 EDITION).............................10' 11OW THRU 14'-G" 2X8 is, 20 go 24' Ibng
SEISMIC LOAD (PER SBC-1997 EIXTION)�............. EFFECTIVE PEAK ACCELERATION,Aq<0.06
IEFFECTIVE PEAK VELOCITY.Av<0.03 14'-1"THRU W-41" 24 SV14 twisted strup
GENERAL STRUCTURAL NOTES. MA VSTAV i
19'-Ow THRU 22W NO (wt
1) IT IS THE iWENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 200 12" oe 1/2"111 GA7M BOLT 0
FC)UIREMENTS OF THE AUTHORITIES IJAVNG JURISSOICtION OVER THIS WIPE OF PER SMT#1 009 SdQi%L
CC 4STRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL Do THEIR WORK IN CONFORMANCE THE PLATE MIGHT REPRCSENTS THE VERTICAL
WITH ALL APPLICABLE CODES AND REGULATIONS. UNNTERRUPIED SPAN LENGTH OF THE STUD-
I�
IF HORIZ, CONTINOUS BRACE CAPABLE OF 7RANSFERINO
2) THE CM.RACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS 70 SWAR WALLS DOES EXIST,
THEN THE SCHEDULE SHOM A13OVE DOES NOT -rat ELT
TO COMMENCING WORK. APPLY. ou
3) CoNTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERrS, ANCHORS,
AN)LES. PLATES, OPENINGS, SLEEVES, HANGERS. SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE V
BE REQUIRED BY ATTACHED DRWINGS AND TO ACCOMMYE OTHER WORK NOT SHOWN ON THE ORAWINO& FRAMING SCHEDULE FOR OPE100 SKAILL BE 4 FOLLOWS FOR A LOAD ffAU WALLIS
4) R ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAVANGS)
RE�ROOUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET
UP TO 3-..W X-1-THRu $--e W-11 THRU 101-0" (2)141'rlL&
5) AeL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SH�LL 13E CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK Houum
EXCEPT WHERE.A DIFFERM OCTAL IS SHOWN. LINTEL (3)-2xB'S (3)-200's (3)-2xlrs SUPPORT GIRDER EXTERIOR WALL OPENINGS E. CONIMETE mm
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED JAMB USE M(*SW OF THE SM SIX A TIIESE OF THE VIU BEIM EXTERIOR WALL OPENINGS STRAPPING 9 TOP & BOTTOM EXCEPT,AT I\� CONCRETC
FOR A 2000 PSr SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING GARAGE DOOR & OTHER
C0401TIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, TWO&PLATES WITH A 1/2N PLYWOOD FILLER WAY BE USED WSW OF
THE E (3) PLATES MENTIONED AM. STRAPPING 0 TOP BOTTOM ON SHEET #91 OF THE DRAWNGS
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. CKT3.) OLTZ)
SEMENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PAM DURING x
ER�CTION.
CON STRUCTION NOTES: ROOF TRUSS NOT ROW MISS Detail "B", Jamb strapping t
rONQRE SHOWN FOR CLARITY PREENGINEERED ROOF IRUSSES
GATOR NUT 0 top & Bott.
1) CAST IN �LACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 Psi TOP PLATES
\, D e
COM ESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. ja� Detail slc�j
V' w , Jamb strapping
THER THE SURFICIAL SOIL OR UPON LATORx=R
FO
2) ITINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON 0 ((N.T.S.))
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEM 951 OF STMDARD PROCTOR MAXIMUM 0 t(4p & Bott.
DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT(i fL) BELOW THE BOTTOM OF THE FOOTING. hr.041L wivowA PER
0 32' O.C. mills HURRICME STRAPPING
3) BEARING MATERAL: THE F0071NOS SHOULD BEAR IN EMER THE EXISTING FINE SANDY SOILS. SM "A" ON SHUT If 10
MICH %VLL REQUIRED PROPER COMPACTION. OR IN COMPACTED SIRUCTURAL FILL. THE BEARING
LEVEL SOIL$. AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EGUAL TO 95X OF THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557)
4) FO NG STEEL SAALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, —11r GATOR BOLT
1 4
31 CACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EWIONS. PER ISHEET 041 11ro GATOR BOLT
5) CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE PER SHEET 4'j
SPLICED A MIN. OF. 36 BAR DIAMETERS OR 24.WHICHRU IS GREATER UNLESS '"SitqS
OTHERWISE NOTED. SPACE 0 32" O.C.
6) THE MIN, CONCRETE COVER FOR FOOTINGS SHALL BE 3 In. MIN.,FOR REINFORCEMENT. (MAX.) GATOR COUPLER
F007INGS (10 MAIN REINFORCEMENT)....................3 inches
SLAB ON GRADE.....................................................CENTERED TOP PLATE
7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0*AROUND CORNERS OR OF WALLS
CMNER BARS WITH T-O" CAP SHALL BE PROVIDED. SKOIE PLATE RIIM AST OR BEAM
8) CONTRACTOR SHALL PROVIDE SPACERS, CHARS, BOLSTERS, LrC. NECESSARY TO SUPPORT
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPE0 OR STANLESS STEEL.
REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SUPPORT BEAM OR $ZZ
9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR GIRDER PER SHUT 0
I)ETAILING REINFORCED CONCRIETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED EXTERIOR WALL OPENIIAG�dl�' USE LSrA 3&.*rjjKtj#4 S-flut?
OTIIERWISE ON,THE STRUCTURAL DRAWING& STRAPPING 0 TOP & 80 I-11VO CATOR BOLT
10) ALL CONCRETE WORK SHALL BE W ACCORDANCE WITH 'THE BUILDING CODE REOUREMENTS DETAIL rD PER SHEIET f
FOR CONCRETE"ACI 318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL WNCRETE
kOR BUILDINGS* ACI 301. STUD TO STUD STRAPPING GATOR COUPLER
(N.T.S.) CORNER DETAIL 29ST Rupelug 0 Top-
(N.T.S.)
MASONRY (hLTW I
1/2'0 GATOR BOLTS SPACED 1/2-0 GATOR BOLTS SPACED EXPANSION JOINT S
10* WIDE i
1) CjNCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE PER SHEET ADDITIONAL STUD WALL PER SHEET IQ . ADDITIONAL RECESS SLAB 3/4'a
'IA'
R ,
'i
MASONRY UNITS. TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH ExP. BOLTS MAY BE NEEDED PER 6"9 G' OR 4*x 4* POST
EXP. BOLTS MAY BE NEEDED PER #4 RODS CONT. SH A AT GARAGE DOOR GATOR BOLT SYSTEM
OF 2000 PSI ( I ' m a 1500 PSI SHEAR WALL TABLE ON SHEET fq 0 CONIQ.SLM W`/6xGx1O/1O W.W.F. SHEAR WALL TABLE ON WET f-I OX500/10 1111,11I.F. EPDXY GROUT INSTALLATION INSTRUC71ONS um i4su POST
T, /"-
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S.
1)MWM4 THE STARTING POKY AND MARK E17HEIN W
T:5 STUD WALL .J..�- DRILL 6" INTO CONCRETE
SS-TYPE WITH BOLT LOCATIONS Pma To coucaM pCAj
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRU Foot-04 AM USM OR BOLT LOCAIMA OIRWLY
8 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE. MAX. i B In. O.C.. ON V4 HAROENEID COMCAM IF~NOICIR BMIS
axuio/lo W.W.F. AK USM POST S rRAPPING 0 BOTTOM
WL
WELL COMPACTED TREATM FILL
V.B. OVER CLEAN. TING
WOOD FRAMING T. HOOKED CONCRETE FOOTING
2)CORNER LWAMNS MALL K M DETAIL V DO TM
dME (V CORNERS
12-_� MIN. 1Ir
I) ALL OOD FRAMING SH41. BE SYP 12 AND INSTALLED PER AITC AND TPI AND NATIONAL 14 RODS VERT. ON 48' 0,11 & AT MNER&
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. NS1 U. LM WASHERS&NUTS*01 RECUMED POST STRAPPIN
Vol. RODS SHALL BE HOOKED 6'INTO 3)1 R4
DeT2tf
K 'r ON US SHEET AM P0t M~ACIUMS
2) Af STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: FOOTINGS 0 BOTTOM AND 12" INTO SLAB (2)-#5 CAM. HOOKED TURN DOVM SLAB DETAIL BOLT RUN DETAIL (TYP)
6: T(OP BOTTOM
17 0 TOP. FOR HORIL REINFORCEMENT, USE TIED AT COMERS
9 go. HORZ JOINT REINFORCEMENT M
41, e'. MIN. le 0 GARAGE
SAWN LUMBER LAM. VENEER LUMBER
Fb - 1120 PSI Fb - 2,600 PSI 116- O.C. (MAX.)
ry - 90 PSI Fv - 285 PSI
rel. a 565 PSI E - 1.900,000 PSI 48' (MA)L)OR -.-4-; 1-20-�
Fc - 1,455 PSI J.xj,
E - 1,600.DOO PSI CONSULT ENGINEER :.# or-BLOCKING REQU V\
TURN DOWN SLAB DETAIL ft7v1EEN
3) ROOF & WALL SHEATHING SHALL BE 7/16- ORIENTAL STRAND BOARDS (OSS) OR DEFTER, 20"(W)X 11r(H) CONCRETE FOOTING 2X4 BLOCICING 0 SHEATHING JOINT 2"OUTRICIDER,
SPAN RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-15 RODS Cow. EXCEPT 41-GARAGE! 0 4r AM 20 ROM TOP TO
'r nM GABLE END U-HANW) OR EQUAL 0.4W.O.C. 10 AS NAILER
711ir WMNM&ROW No I
20 MOM RAM CMT. FOR X- 0 e O.C.
F — ——
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN COWACTED,Wffh MASONRY, CONCREIE 'TYPICAL FOUNDATION DETAIL 71 PROVIDE UP FOR 4w
OR SOIL SHALL BE PRESSURE-TREATED. 6xGx1OAO W.W.F.
BOnW CHORD OF COMMON OF LATURIA1.SWIIAR
SHIN=37W TRUMS 0 W O.C.
5) CON17RACTOR SHALL PROVIDE ALL FASTENING OEMCES NECESSARY AND SUITED FOR EACH 1 8* .. R,�W_. . . a
2W ..., 1 , 1 FASCIA 80TTOM CHM Or OAa
.;t. '.. i2d NAILS*A'OLM END TRUSS
APPLICATION. FASTENING SU13JECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED To ASTM
%
A-153-80. 2x4 X-BRACINO
SCHEDULE "A" 04 �'—TOP CHORD OF GABLE END (S)12d MALSI t
6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH SPECIFICATIONS, (2)-#5 RODS CONT. TRUSS PROP N--I/r DOUBLE TOP PLATE
-DIPPED'GALVMIZED TO ASTM A-153-80.
FASTENING SUBJECT TO MOISTURE SHALL BE HOT ROOF TRU�31ES STRAPPING SCHEDULE TO TOP PLATE
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. OF BEARINC WALLS (PRE-ENQNEERED FRAMING) 2*4 SW CONT.70P 70 MAX.
BOTTOM CHORD 0 8& GINNING
8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF 12 TRUSS No. OR UPLIFT TRUSS TO TOP INTERIOR�STEP DOWN DETAIL FROM GABLE > I I
IN 7EAD OF SYP 12, DESIGNATION* (Ibs) PLATE OR TO STUD TOP PLATES TO FOOTINGS - — —— — — — — --- — — — — — — — — — — - OONT.20 900 FROM TOP 70 \1-2x4 BLOCKING Is 41r O.C�BETWEEN
GATOR BOLT SOLE PLATE SHALL BE 007TOM CHORD 0 X W�R�
ALL TRUSS EMS ANCHORED TO SLAB W/ 2x4 SCM IF WRT 6PR v ADDITIONAL 2x4 a AT GABLE END TRUSS AND FIRST
OKL
4 4 ICAL OOWM0N.jRUSS
EXCEIFT ONES o-Ij% 1415, SVAf10N,, GAWR DOLTS SPACED AS 2X4 STUDS WM 6 NOT PRESENT or mKHM 7Hm 4ir
SCH DULE "B" - MISCELLANEOUS FASTENING SCHEDULE ovum SELOW ON SHUT 01 0 16" O.C. 0 GAYOR BOLTS SPACED TO FORM AN'V SHAM CONY.2x4xW
C up PER $NET #111 . ADDITIONAL -0 5W, LATERAL
EXP. BOLTS MAY BE NEEDED PER (3)124 MAILS DRAM 0%4r D.C.
CONNECTION FASTENER NUMBER OR SPACING 6440/10 W.W.F. AT X-BRACINC BOTTOM CHORD;Of
T11T2_/-r5t . (7,)1 JA45,&fVffifKCIq aLGATOR BMTS SPACED AS SHEAR WALL TABLE ON SiEET #4 GAME END IN= (3)12d NALE ISOMETRIC MEW
TOP 0? SOLE PLATE TO STUD, END NAIL 16d COMMON 2 (Gifiw L154-qoc ON SHUT#1 Hz SHOWING LATERAL BRACE TO
STUD 0 SOLE PLATE. TOE NAIL 8d COMMON 4 C LLPS 7 NI (2)-2x4 TOP PLAX' GABLE END TRUSS
DOUBL� STUDS. FACE NAIL 10d COMMON 24'O.C. I _E: EM--r -PLATFORM FRAMING-
-f COW. 2x4xt#2 SW-J
UOUBL: TOP PLATES, FACE NAIL 10d COMMON 16" D.C. LATERAL BRACE Is 'S41m 2*4 STUDS 0 is,O.C.
-16d OR 3-10d COMMON
"TA 314 rt)I Iro 0AIM Pat Loom IMTM KUM GAKE&rIRST TAIUSS
TUP P�ATES, LAP AND INTERSECTIONS FACE NAIL 2 2x4 BLOCKING 0 2,C QQ
COWIJUOUS HEADER, TWO PIECES 16d COMMON 16*O.C. ALONG EA. EDGE T- A-Tk CAD FILE NAME
-;,I - . OF CENTERUNE OF TRUSS BEAM$ (2)-#5 RODS CONT. LOT. I P(V K40 I SE COUE
3,-55 C&i f4 STIZAP5 CUP 0 4Ir
20" PROVIDE A CIF SHE#.%
PLYWO)D & PARTICLEBOARD SHEATHING: 1r,69:11bMUST
ROOF - 7/16" OR GREATER 8d COMMON 6' O.C. EDGES & PTLANTIC: 19 ff 1%0 14 F L�.
8' D.C. INTERMEDIATE INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING DRAWNG NO.
WALL - 7/16" OR GREATER 8d COMMON 6' D.C. EDGES & 0 NOV GABLE END DRAWN WA APFOMU ft r_>I�
12' O,C. INTERMEDIATE UNBRACED LENGTH OF X-000mr.MAY CKT&) -
MISC. FOUNDATION DETAILS NOT EXCEED 10 1L. V LEWIN DOES APPRovEo sr. LJG SHEET Na
FLOOR 3/4" T&G PLYWOOD ad COMMON 6" D.C. EDGES & Sir TRUSS INGNMINO ey ALPINE FOR 7RUSS DEWKATICK EXCE00 10 ft� AW10NIAL scA&iq ReVO.
12' D.C. INTERMEDIATE w's.)- DAM LOUIS R P.E.
I I j 1130 10
12E I SCALL* AS NOTED I OF
AL2iLA.&�Ial SHEETS J9.