Paradise Court 608 DATE:
05/24101
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APPROVED CITY' OFL)ATLANTIC BEACH
CITY OF ATLANTIC BEACH BUIL ING OPPICE:
PLANNING& ZONING OFFICE
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FY. 201-4jo 0
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BY OV39 011N IV Allo
rERSPECTIVE PAGE
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10'FL,�T CEILING:,,
ALL, INTERIOR PITCHES ARE lo'FLAT CEILING
MAXIMIZEp.
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POOR 50F�V—ULE DATE:
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FIRST FLOOR ELECTRICAL PAGE
DUILPHT SCALE: 1/4" - 1 FOOT
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FRONT & RIGHT ELEVATIONS DAT�:
5CALE.- 1/4" - 1 FOOT
05/24/01
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5UILPSET
REAR & LEFT ELEVATIONS DATE:
5CALE: 1/4" 1 FOOT 06/24/01
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-- — — — — — — — — -- - — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
POO
q #11SIA6 o-K fj(^Jtl
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eour ftlf td'*fA" -;�L
w 16 k4 #u-&v at 4'r 6&m i*c T&MA
c6A% sOr t;
AREA
126 5ai ft
1 725 T-
1/2 41&
1V 1/21
- — — — — — — — — —
MAIN SLAD 1� W�m -mono=& mrop"= I
1520 5q ft
Ltl'/l 2
C
GARAGE
'589 5q ft
L=-- - - - - - - - - -
- . . :3 - - --t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4- Rim' -
-- — — — — — — — — — — — — — — — — — — — — — - —— — — — — — — — — — — — — — — — — —
k- - 4,9Y9
2a SD 4w
64�
TOTAL SLAD AREA
NOTE: 2172 5q ft
UNLESS RULED OTHERWISE BY THE SOIL ENQNEER OR CONSTRUCTION
PROFESSIONAL THAT IS FAMILIAR NTH THE HISTORY OF THE SPECIFIC CONSTRUCTION
SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP
SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE FOUNDATION PLAN
OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, SCALE: 1/4ti 1 FOOT
UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL
STRUCTURAL SETTLEMENT.
HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH
THE, DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL
"BE RECOMMENDED BY THE SOIL ENQNEER.
IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL
BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:
THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE
SOIL CONDITION REPORT; THUS. ALL FOOTINGS ARE DESIGNED AS SHALLOW
FOOTINGS BEARING- ON -SOIL THAT POSSESSES -A MAXIMUM BEARING PRESSURE
OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER
THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED
SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS
(I.E. MAT FOUNDA11ON OR PILE FOUNDATION) MAY HAVE TO 13E IMPLEMENTED og P/?�? Iq 7-.
PRIOR TO COMMENCING WITH FOOTINGS WORK.
LoTlIq PAJZtqqjSG COVC &C, NO.
ATLAiv -Ft(, &e6qCH, pl .
DRAVANG NO,
APPFAM BY; �;�
APPWoED BY., LJG SHEET NO.
DAM IL/0% LOUIS GABRIEL E.
SCAL AS NOTED F
L FOR SHEAR WALLS FRAMING
4 7e).tx M
5LOFE IC7 LJV V (GROUND FLOOR)
ev FROM 6 FROM 7 0FFMDEWL3ElXXM
TO 10, To 101 KITCHEN, THE SHEAR WALLS TABLE WAS ESTABUSHEd ASSIAMG THE'FOLLOWINS CRITERIA UNI E OTHERWISE
NOTED IN THE TABLE-
IGAT�HEDIZAL CEILIN5 A� WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS.
CATHEMAL CEIU�G 8 GYP. BOARD TO STUDS NA11JNG SHALL BE 5d & 6d COLLER NAILS FOR 1/2- & 5/8- THICK BOARD
RESPECTIVELY.
7_1 0 SOLE RATE-w"ETE SLAB ANCHORS sHALL, BE wrox io- LoNc -j-ixxTs- ou;D7 sxEL) FOR wmaoii wALLs
< PORCH OR 1/2'0 x 7' ADHESIVE ANCHOR BOLTS FOR INTERIOR WALL&
—T,
it.Xx I
REQ'D. SINGLE,OR SHEATHING TO STUDS FLOOR TO FLOOR
LANAI DESIGNA71ON SHEATHING DOU13LE SHEATHING NAIL SPACING ANCHOR. SPACING
5LO?E Itj + A St Mft Tif REs9EZ A . - -i====
FROM 7/16- OS8 SINGLE 6" 12o 60" O.Q
TO 10, rtdv^ (BLOCKED)
A
0
r To 7/16m OSS
SINGLE 4" 12" 60' O.C.
XY FLAT CEILI�C- (BLOCKED)
FOYER
7/16- OSIS
10'FLAT CEJLIW Q (BLOCKED) SINGLE 3* 12' 36' O.C1
*to V FLAT CE3LIWP
&FLAT
r4
L4 F-
WADI) FPW CIROUT0 BOLTS
101 FLAT CEILINS TO GATOR EXX7S TO ACHIEVE REQUIRED BOLT SPAaNr,
;�7LAuN Y ADDITIONAL NOTES:
1) FOR LOCATIONS CLOIJOED AS
FLAT INDICATE LOCATIONS 1AHERE HEADER 19EAM SHAM BE
BOLTED PER DETAIL 'B" ON SHEET #10
GARAGE
&FLAT 2) ALL D(TERIOR WALL OPENINGS OTHER THAN 7HOSE MENTIONED ABOVE SHALL
19 FLA
?V V2 r CBLIIG
41 C130 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON
MASTER DPP\M '/ SCHEDULE 'A' ON SHEET 0 10 - STRAPFING VALL BE ADEQUATE TO RESIST SHEAR FORCES
ACTING SIMULTANEOUSLY WITH UPLIFT FORCES.
xi
-,(- — — — -- 4) THE ALLOWABLE SHEAR VALLIES OUTLINED BY SBC-91 FOR BOTH OCTERIOR a: INTERIOR WALLS
V HAVE BEEN REDUCED By 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
6FLAT1 " 11 \
8 FLAT WALL CONSTRUCTION- ALSO 1HE ALLOWABLE UPLIFT CAPACITY OF ALL METAL
&FLAT STRAPPINGS THAT
TKU56a5 f%.i 00 CONNECT STUDS 70 TOP PLATES. SHOE PLA1F, SHEAR WALL HJLIDDOWNS AND TO STUDS OF
15A FLOOR ABOVE OR BELOW HA\C BEEN REDUCED BY 18X FOR THE SAME REASON MENTIONED
PESIGNEP
FM ATTIC BEWOOM MA6TEK OATH ABOVE.
5TOKAGE CATHEMAL CEILING 5) FOR LOCATIONS CLOUDED A.% (D2 . INDICATE LOCATIONS YMERE WOOD POSTS SHALL BE STRAPPED
N, AT TOP & BOTTOM AS SHOWN ON DETAIL W ON SHEET #10
FLAT CENTER VAULT IN ROOM
(3)'\ -not
FLAT 6) Lot* is cuoa"
Ser A SweeT vo
ew VP
SU"t *110 Aw cof*^r
5LOPE
FROM a isoLt, %-ft
0')'At
— — — — — — — — — — —— — — — — — — — — —
— — —LhIIW,7 AREA- -— — — — - -
1523 sq ft
W44 ej %q4J4 1/t, fiENEML NOTES:
1. Roof Pitch shall be'T: 12,overhangs shall be 24"wide(maximum�
2. Roof trusses shall bie designed and fabricated by a certffied lumber products
comp"y.
. 3 8w sheet#0 for[lumber specti naffin&ew.
0
tLorlq PACASISF, COVE A.C. NO.
Ft
DRA%"NG NO.
APPROWD BY;
DRAW W.
N"wvm ey. LJG SHEET NO.
DAM. A LOUIS GABRI P.E.
SUM AS NOTED OF
DESIGN CRITERIA SCHEDULE "C- ROOF Headws pw sheet f roof headers
truftx per Sheet#
LIVE LOAM RECOMMENDED STUD SIZES SPACING
fL 4
WALLPLATEHEOIT STWSIZE SPACING
FLOOR.—---------- -40#/gq. fL Af 3
WIND:LOOM IV-r THRIJ 2x4 Ir
WIND.VaMW (PER SBC-1997 EDITION) ---100 M.PA
IO'-W 7HRU 14'-T 2xS Is,
SEISMIC LOAD(PER SBC-1997 EDITION)—— EIFFECrIvE PEAK ACCEItmm.Au<O.Od 20
iEFFECIK PEAK MDCIrY AKOO5 14!-1*7HRU Itr 2%8 ur 24" long
G ERAL STRUCTURAL NOTES: irmed WOP
iol-Wow 22!-.(r 2x8 ir V4
I Is 2XIO 12
5 THE INTENT OF THE ENIANEER THAT THIS WORK BE N OWMANCE WITH ALL 4
mu
I]RffE VIEMEMM OF THE AUTHORITIES Kwm ansmom OVER THIS TYK OF 0o 1/2"ll GATIOR BOLT 0
AND OCCUPANCY.ALL CONTRACTORS SHALL DO THEIR WOW IN oowommmm THE PLATE HEIGHT REPRESEINTS THE VERTICAL PER SHEET fq Oft 940AL
WITH AM APPLICABLE CODES AM REGULATIONS. UNINTERRUPTED SPAN LENM OF THE SYM
IF HORIZ 0ONTINICIUS BRACE CAPA131E OF 71RANSFERING
LACrI
2)THE CONTAWFOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR IATERAL LOADS 70 94EAR WALLS DOES EXIST.
70 03604CING VIORX. THEN THE SCHEDULE 3140VM ABOVE DOES NOT
APPLY.
3) 0 INTRACTOR SMALL SUPPLY. LOCArE AND BUILD INTO THE WORK ALL INSINM AMCHM 0GAVIR XXT
AN IM PLATES. OPENIINGS. SLEEVES. K44M SIM DEPRESSIONS 40 KOES AS MXY SCHEDULE V
BE REQUIRED BY ATrACHM DRAWMIS"TO ACOOMMOBATE ODIER W=NW SHOWN ON THE DRwMM FRMW 9119M FOR MOM%U BE AS FOLLOWS FOR ALL LW MAW IIIAUS
4)D ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND IW NOT BE USED OR (EXCEPT AS OTHERNISE NOTED ON THE DRAWINGS)
RE PRODUCED WITHOUT EXPRESSED WRITTEN =MIT OF THE UONEM OPENING WIDTH IN FEET R
5)ALL DETAILS AND %mmNs sHow ON THE mwAm ARE Kmm To BE TvPm AND UP 70 1*7HRU W-r $'-I'THOU
SHALL BE C06MED TO-APPLY TO AWSWUM SULYM ELSEWHERE w THE WORK EKE-VE '(4 LTT 141
EXCEPT WHM-A DIFFEREINT DETAIL 15 SliOWN. LINTEL (3)-2ilfs 0-2003 (3)-2xl2'3, IS
0) SUBSURFACE SOIL COMM INFORMATION 6 NOT ANAILABLE, FOLINDKRoNs WERE oESIM JAMB ** 'tM7W(*MMOFIKMESMMDMQFXWLLM EXTrErAx'OR WALL OP'ENINGSAEN, CONCRE71t SLAB
FOR A 2000 PSF SOIL BEARING CAPACITY CONTItACM sHA1U. RUM ANY DIFFERING; STRAPPING 0 TOP & BOTTOM EXCEPT AT �� t
CC 01TIONS TO THE DESIGNER PRIOR TO COMMENCING WORIL T#o (2) PLATs wrM A 1/2' PLYWOOD FILLER MAY BE USED INSTEAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN CONCRM
7) IT IS THE CONTRACTORS SOLE RESPONSSIBILITY TO DETERMINE ERECT" PROCEDURE AND THE 11HREE (3) PLATES MENTIONED AWE ON SHEET #91 OF THE DRAIMNGS
SE MNCE TO INSURE THE SAM OF THE BUILDING AND ITS COMPONENT PAM DURING STUDS SHALL BE CONTINUOUS FROM TOP PIATES TO SOLE PLATES.
ER'CYM.
C06 STRUCTION NOTES:
QMCRE PREENGINMZED ROOF TRUSSES Detail "B", Jomb strapping
1)AqL CAST IN RACE CONCRETE (EXCEPT SLAB ON GRAIDE) 94ALL HAVE A MIN. OF SODD PSI GATUR NUT 0 top & Bott.
S Detail
"B"' Jomb
to & ac
COMP"VE STRENGTH AT,2a DAYS. SLABS ON WAX MAY BE CONMOEID W/25OD PS! CONCREM p
2) FOIDTINM SHALL BEAR MW DISTURBED*OWM SOIL AND UPON 000 THE SU*Xk SOL OR UPON 3% rx Ile T S Detqil "C", Jamb strapping
' ZR
STRUCTURAL FILL CWAM TO A DENSITY OF AT LEAST = OF SrMOM PROCTOR MAXIMUM GATIOR WASHER 0.T.S.))
DRY DENSITY WM D1557)FOR A DEPTH OF AT LEAST ONE FOOT(I fL)OEM THE qDrW OF THE FoMa 0 top & Bott.
3) BEARING hIA7ERAJL' THE FOOTINGS SHOULD BEAR IN EIM4ER THE CNISTIND FINE SANDY SOILS. HURRICANE STIRAPPINCO PER
WHICH Va REGURED PROPER COMPACTION. OR IN CumpAcTEo STRUCTURAL FILL THE BEARING SM ON SHEET#10
LEVEL SOIM A"ER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL To 95X OF THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY(ASTM D1557) ((N.T.S.))
4) RI INFORCING STEEL ShALL BE ASTM A-615 GRADE 60 STEEL CONIFORMW To ACI 301,
AC'' 315.ACI 315 AN.D CRSI MANUAL OF SIANDARD PRACTICE. LATEST ED0mXc6
5)At L CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL 13E 1/rO GATOR MT
LAI I SPLICED A MK OF. 36 BAR MMErM OR 24*.wHICHE60 Is GREATER UNLESS PER SHEET 4 91
OT IERWISE NOTED.
6) Tr E MIK CONCRETE COVER FOR FOOTINGS SHALL BE 3 kL MIN.-FOR REINFORCEMENT.
FOOTINGS (TO MAIN REINFORCEMENT)..--.---3 kx:hes GATOR COUPLER
SLAB ON TOP PLATE
7) HIRIZONTAL BEAM AND FOOTING BARS SI-IALL BE BENT 1'-�r AROUND CORNERS OR
CORNER BARS WITH X-O* LAP 94AU BE PROVIDED. OF WALLS
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS. EFC. NECES!�ARY To %"w RIM JOST OR BEAM
REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE sUWACES
SHALL HAVE ENDS MICH AIR E PLASTIC JIPPEID OR STAINLESS SML
9)ALL REINFORCING DETAILS SHALL CONFORM TO MMUAL OF STANDARD PRACTICE FOR
DETAUNG REINFORCED CONCRETE STRUCTURES ACI 315 LATEST MMOK UNLESS DETALM
OTYERWISE ON-THE STRUCTURAL DRUMM USE LSTA 34."Stmfs 0Z mof
10)ALL CONCRETE WORK %JALL BE IN ACCORDANCE WITH -rHE BUILDING CODE REQUIREMENTS 1p'*QATOR BOLT
FOR CONCFUE'ACI 318 LATEST EDITION. AND VECIFICATIONIS FOR MACTLUM CONCRETE PER SHEET f4i
FOR BLILDINGS'ACI 301. GATOR COUPLER
MASONRY CORNER DETAIL POST STRAPPING 0 Top
1) C41NMETE MASONRY UNITS SHALL BE ASTM M-75, HOLLOW LOAD��G CONCRETE 1/2'0 GATOR BOLTS SPACED 1/2"0 GATOR BOLTS SPACED EXPANSION JOINT MTW (N.T.S.)
PER SHEET#j . ADDITIONAL. S7UD1 WALL
MAONRY UWM TYPE 1. GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRE STI EV. TS MAy BE K P PER SHEET#,q . ADDITIONAL RECESS SLAB 3/4'x jo*VAI)E i
OF 2000 PSI ( f m - 1$00 PSI )L SK RENGTH SIX EEDED ER -#4 RODS CONt EXP. BOLTS MAY BE NEEDED PER AT"PAGE DOOR 6'x 8" OR 4Vx 4' POST
SHEAR WALL TABLE ON SHEET ri je CONCL.SLAB W/fixBxIO/10 W.W.F. SHEAR WALL TAeu ON SHEET fq r GX6XI0/10 W.Wy. EPDXY GROUT .9ATOR BOLT SYSTEM USE pOST
2) MORTAR SMALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. r . 1, , . INSTALLATION INSTRUCTIONS
t7f 00
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRLISS-7ypE WITH STUD WALL
1)wommNe THE SIARM0 PONT so MW umm INE G* INTO CONCRETE
6 im LAP AT ALL SPLICES AND PLACED AT EVERY OTHER RM COUM mAx IS kL Or_ FUN MAN BUT LOCATION PRIOR TO CONCRETE POUR
IF'j-8mrr ARE USED an&xT LocAmm owsrmy
WOOD FR.AMINO 6 MIL V.BL OVER CLEAN, 6x5xIO/1O W.W.F. ON INE HARDENED CONCRETE IF IBIOXY MOM INXTS
- . I AF4 USM POST STRAPPING 0 BOTTOM
VIELL COMPACTED TREATED FILL (2)-jS OONT.HOOKED CONCR
&TIED AT CORNEAS
ALL WOOD FRAMINIO %IALL BE SYP 12 AND WALLED PER AITC AND TPI AND NATIONAL 2)CORNER LOCAIMMS SHALL BE PER MAL V ON THIS
#4 ROOS VERT. ON 48" OLC. & AT CORNERS. -12" MIN. lir SHI:ET.
DESIGN SPECIFICAT06 FOR WOOD owsmcnw i'll
VERT. RODS SHALL BE HOOKED 6*INTO
2) STRUCTU;4AL WOOD MEWBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: FOOTM 0 BOTWM AND 1Z* INM SLAB 3)MM WASHERS k WTS W*RE REQUIRED POST STRAPPING
.%.,*'.. (2)-#5 CONT. HOOKED TURN DOW4 SLAB DETAIL BOLT RUN DETAIL (TYP) 'IHS SHEIT AND PER MANUFACIURM
0 TOP. FOR HORa REINFORCEMENT, USE &71ED AT CORNERS RECOMMENDAMONS.
SAWN LUMBER LAM. VENEER LUMBER 9 ga. HORIZ, JOINT REINFORCEMENT (N.Ts.) TOP & BOTTOM
Fb - f 120 PSI Fb 2,600 PSI ON 1C O-C, (MAX.) wN. 0 GARAGE W.S.)
Fv - 90 PSI Fv = 285 PSI
Fc1 = 565 PSI E - 1,90D.000 psi 48' (MAX 14.
OR
Fc - 1,455 PSI CONSULT ENGINEER
E - 1.600,000 PSI
3) R" & WALL SHEATHING SHALL BE 7/16- OME14TAL STRAND BOARM (4XB) OR BOTER, 20'(W)x 10*(H) CONCRETE FOOTING TURN DOWN SLAB DETAIL BLOCKING REM
SPAIN RATED AS 94OWN ON THE DRAWING& REINFORCED W/(2)-g RODS CONT. EXCEPT 0 GARAGE 2X4 BlOCMQ 0 SHEATHING JOINT 2x4 OUIRIGGER BETWEEN.OUTRICGERS Ln
e FROM CAME 00 0 4Ir O.C. /-HURRICANE CUP H-2.5 CONT.2x4 SCM FROM TOP TO ——
4)ALL WOW MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE 7/16'STRUCTURAL ROW No u- OR EQUAL 0 48"OG. BOTTOM C4ORD TO SEIM AS 61�,
OR SOIL SHAUL BE PRESSW-7REATED. TYPICAL FOUNDATION DETAIL 294 BARGE RAFIER CONT. FOR X-BRACM 0 if QLQ
6XSX10/1O VILW.F. PROWX CLIP FOR 400 bl,
SHINGLE S7RP BOITOM CHORD 0FC?OMMON OF LATERX SIHEAR
5) CONTRACTOR SKALL PROVIDE ALL FASTENING DEVICES: NECESSARY AND SIJITEI) FOR EACH TRUSSES 0 24'0.1
APPUCATION. FASTENING SUBJECT TO MOISTURE SHALI. BE HUr-DIPPED GALVANIZED 70 ASTM FAMA eonw CHORD OF GAME
12d MAILS 0 Ir OQ
SCHEDULE A 2x4 DID TRUSS
6)ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AJ.S.C. SPECIFICATION& (2)-05 RODS CONT. 00 a I O.C. TOP 04MD OF SABLE END (3)12d NAILS
FASTENING SUBJECT TO MOISTURE SRALL BE NOT-OPPED-GALVMIZED TO AsTM A-153-ft ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE TRUSS DROP�-112- DOUBLE 70P PLATE
7) SOLIO BLOCK'ALL JOIST AND RAFfERS AT POINT OF SUPPORT. OF BEARLNG WALLS (PRE-ENGINEERED FRAMING) 214 SCAB CONT.70P 70 r-or -
aOTTOM CHORD 0 8 IL MAX
8) GRADE OF LUMBER TO BE USED FOR T14E FABRICATION OF STUD WALLS MAY BE SPF 12 'MUSS No. OR URNT 'MUSS TO TOP INTERIOR STEP DOWN DETAIL FWW"ELF QKNING
DESIGNATION (lb$) PLATE OR TO STUD TOP PLATES TO FOOTINGS -— —— — — — — — — — — — — — — — — — —-
S
16— .011
10 y ±L- -
7
OU
AN
*0 / ON ALI
"r
2�4 a
CL T
T
'NTEQ OF syp 12' CONT.2"SCAB FROM TOP TO
ALL TMM EMS CATOR BOLT SOLE PLATE SHALL BE MmommM 0 X-BRACHO 2x4 BLOCKING 0 48"mC, BETvCEN C)
ANCHORED TO SLAB W/ 2x4 SCAB IF VOT 04AL 2X4*$AT GAAE END TRUSS AND FIRST
EXCEPT ONES a-Sn PRODUCT CODE HCPLR =0 CCA
-SEMOCr SMAP 0 �WTSJPACED AS a4 STUDS Vry cAtoR Bous spim VEB IS 1401 PRESENT VE"Ck IF HIGHER THAN 4C COMMON'7Rm
SCH DULE "B MISCELLANEOUS FASTENING SCHEDULE OUTLINED BELOW PER SHEET#91 . ADDITIONAL TO FORM AN v SHAPE) S
EXP. BOLTS MAY BE NEEDED PER (3)12d NAILS oo CONT.21 e I
-CTION BRACE SW LATERAL
CONINE FASTENER NVMBEj? OR SPACING 6xSxIO/1O W. MP
SHEAR WALL TABLE ON SHEET#9f AT X-BRACING BOTTOM CHORD OF
TOP 0 1 SOLE PLATE TO STUD. END NAIL 16d COMMON 521-820 �IURCDLCT HCPLR A BOLTS SPACED AS W-F, CABLE EW TRUSS; (3)12d NAILS ISOMETRIC VIEW
STUD TO SOLE PLATE. TOE ML 8d COMMON 2 Co.rjSjy%TNAP =CA M#10 SHOWING LATERAL GRACE TO
4 (2)-2x4 Top PLAw GABLE END TRUSS
DOUBLE STUD& FACE RAIL 10d COMMON 24'D.C.
UOUBL- TOP PLATM FACE NAIL I Od COMMON 16" O.C. COW. 2%4x8'#2 SYP-J -PLAVORM FRAMING-
LATERAL BRACE 0 'X4'mQ 2x4 STUDS 0 16'OLC.
TOP PIATES, LAP AND INTERSEMONS FACE NAIL 2-1 6d OR 3-1 Od COMMON Ty
CGNTI�IUOIJS HEADER. TWO PIECES I 5d COMMON 16*Ot ALONG Ek EDGE A(-,ASAq, 2x4 OLMING 0 2r CLC-/
HDPT2 PLV)ON (ONO 11r0 CAUR 9MT M=TED WT)IN f -
Aw HOPM OW KY) 6'OF C04MUNE OF TRUSS BEARING %2)-#S ROOS CONT. BETWIDEN CABLE A FIRST TRLISS CAD FILE NAME
I
jELnLO LD_LfLAIDCL�EEL NAILED me)ad CUP 0 48"O.C-CLIP MUST LOT, 1q PNZ4*�D"SF, C V E
WILSHEATHING; COMMON NAAS 20" PRCUCE A MIK 400 bs Of SHEAR_
Roof - 7/16- OR GREATER 8d COMMON 6'O.C. EWES -rL Iq to T1 c C-iqc H
8' O-C- INTERMEDIATE SCP3'SMCO'14ALED BOLTS TPREAWD INTO INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING,(!)� t,
SW3*SDOW HOLDDOWNS FL.
1916-4= ?ISS wA'4)-led COMMON-m 9WIrd"m - . DRAWING NO.
VIAL' - 7/16' OR GREATER 8d COMMON 6'D.C. EDGES NALS EAW&WXTEV'M TOP CABLE END
PLATES w/1/^CATOR NXTS NOTE.
12" O�C. INTERMEDIATE I DRAWN BY'
.. I I I UNeRACFD LENGTH OF X-BRAONG MAY (N.T,&) APPROVED BY6.
FLOORI- 3/4" F&C PLYWOCD 8d COMMON 6' O.C. EDGES & MISC. FOUNDATION DETAI NOT EXCEED 10 fL.IF LENGTH DOES APPRovEo sv6 LjG
*-SEE TRUSS ENGWMMG By, ALPINE -FOR Vaim DESMA7fcu EXCEED 10 ft� ADDRIONAL SCAB IS ReQO. SHEET NO.
12' O.C, INTERMEDIATE CUT.SS
DAM, LOUIS GABRIE E.
-OR SqE SHEtk WALL TAj5LE.S.-01E-SHEETS SCALE; AS NOTED 10 OF