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NUMBER 317 bF-5C%F1'ON CODE Rf MARKS Doo I EXT. HINGED-GLA55 15
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UNLESS RULED OTEURWISE BY TIM, SOIL ENGINEER OR CONSTRUCTION 24'1 1 J/2 k_j cv. lza
PROFESSIONAL THAIF IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC
-5TEF, UP u
CONSTRUCTION SITE(DR THE, GENERAL AREA OF=1 CONSTRUCTION SITE,T11E
UNDERSIGNED ENGIN(EE R RECOMMENDS THAT AT LEAST(TWO)-25 FT.DEEP
SOIL BORINGS BE PERIFORMED AT THE CONSTRUC`TION SITE FOR THE PURPOSE 4
OF EVALUATING THE DE EP SOIL CONDITION AND TO fNSURE THAT THE SOIL 168 1/2
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (LE. ORGANIC SOIL
UNCONSOLIDATED CJLAY, ETC ) THAT MAY CAUSE FUTURE DETRIMENTAL
STRUCTURAL SETTLEMENT.
ARAGE (411 LOWEP�
HOWEVEP,(6)-FT.DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH
THE DEPTH OF SOIL EXCAVATION AND BACKFILL,NUMBER OF BORINGS SHALL u
BE RE,COMMENDED BY TIIE SOIL ENGINEER.
IF NO DEEP SOIL BORING INVESTIGATION IS PERIF ORMED(LE.25 FT.DEEP SOIL u
THEN THE(jNDERSIGNED 0
BORINGS) -ENGINEER ASSUMES THE FOLLOWING:-
3'
THE UNDERSIGNED(I.E.ENGINEER)HAS NO KNOWLEDGE OF ANY SUBSURFACE 10-
PAGE
SOIL CONDITION REPORT;THUS,ALL FO OtINGS ARE DESIGNED AS SHALLOW
TOTAL 5 AD FOOTINGS BEARING.ON SOIL THAT POSSESSES A MAIXIMUM BEARING PRESSURE, 3925
OF 2000 PSF . 111-7 CON17RACTOR FOUND ANY DIFFERING CONDITIONS EITHER
A R 54 TILROUGH SOIL REPORT OR SOJL �'�REMOVAL , 711EN F-TIGMIER OR
2 172 sl fl; UNDERSIGNER SHALLVE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS
(I.E.MAT FOUNDATIONT OR PILE FOUNDATION)MAY RAVE TO BE IMPLEME NTED CASE: I - INTERIOR SHEARWALL TO ROOF CONNECTION
PRIOR TO COMMENCENG WITH FOOTNGS WORK.. PRE ENGINEERED FRAMING (WALL IS
BETWEEN TWO TRUSSES)
ad NAILS
v 0 ROOF SHEAT�VNG
WOL�
L -168 1/2—
BOTIr
rRIUISSEISIRI �4)-12d NAILS
Typ) �2)-12cl NAILS
4a Typ) TOP CHORD
4 2'3 112 2 P8 1/2 N-12d NAILS CABLE TRUSS
2x4 SCABS LAID
- ----------- Cop)CIRETE fooTo (rl PLAN 114# � I# 0 FLAT 0 24" O,C.
I IRw
vo L__ -(—?I)L—At z 2x4 SCABS LAID
30' (MAX) FLAT AS SHOWN CEILING
Typ. BOtTOM CHORD
F9- CATHED'R�_-�G TABLE FOR SHEAR WALLS FRAMING INTERIOR SHEAR WALL DIAPHRAGM
SLO TOP PLA%S, AR WALL
J_ =17� INTERIOR SHE L
TO CATHEOM CEILING (GROUND FLOOR) PLAN VIEW rOP PLATES ELEVATION �IEW
rlITcHffN OFFICVBEDROOWDINING CASE 11 - INTERIOR SHEARWALL TO ROOF CONNECTION
131 x I(Y4 ROOM THE SHEAR WALLS' TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE PRE ENGINEERED FRAMING (TRUSS FALLS ON ONE SIDE OF WALL)
I It x 194 NOTED IN THE TABLE:
f ri INTERIOR EAR WALL (N.T,S,)
Ll — A� WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. TOP PLATfu ad NAILS ROOF SHEATHING
PORCH I a GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2" & 5/8" THICK BOARD �2)-12d NAILS 0 4' O,C.
o-7 x 104 1, 4)-12d NAILS
RESPECTIVELY. Typ)
C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2"Ox 10" LONG "J-BOLTS' (A307 STEEL) FOR EXTERIOR WALLS NP) . .
SLOPE PORCH u OR 1/2"0 x 7" ADHESIVE ANCHOR E30LTS FOR INTERIOR WALLS. 2x4 SCABS LAID
FRO 77 x 147 24- TOP CHORD
_(FMAX) FLAT 0 24" D.C.
�7- Ty (MAX.)
TO rN TO STUDS FLOOR GAOLE TRUSS
I cy IAMILY ('L) REQ'D. SINGLE OR SHEATHING TO FLOOR BLOCKING �4)-12d NAILS
115 1, :1 DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING TYP)
287 x 1914
p)-12d NAILS-/ (2)-12d NAILS
ENTRY TYP) (TYP)
97.44 0
FOYrR 7/16" OSB SINGLE 6" / 12" 60" D.C.
ICY FLAT CEILING 7-&A 5-1 1 (BLOCKED) 0 2x4 SCABS LAID CEILING
PLANT SHELF PORCH B %CHORD ; BOTTOM (',HORD
B15.5a OF U SES FLAT 0 24' 0Z DIAPHRAGM
(MAXJ INTERIOR SHEAR WALL A_
I O'FLAT CEILING 7/16" OS13 SINGLE 4" 12- 60" O.C. TOP PLATES
PLAN MEW
(BLOCKED) vrt-:vq
CATHEUM CEILING STARTS AT FLAT
OUTSIDE 013 MA5TER 512DROOM c 7/16- OSa SINGLE 3- 12- 36" O.C.
WALL AND OUT51DE OF (BLOCKED)
13ATHPOOM WALL
CENTER VAULT AT I 9-CY'FROM
OUT510E WALL5 LAUNVKY +
5111 x G'2 ADDITIONAL NOTES:
&FLAT
1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE.HEADER BEAM SHALL BE
FLAT BOLTED PER DETAIL "B" ON SHEET # \J
V)0 112 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL
13E BOLTED PER DETAIL "E" ON SHEET #1
-— -—-—- GARAGE
2 P4 x IT4 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON
t,�_o, (i) , L J_ SCHEDULE "A" ON SHEET #9 . STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES
FLAT ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. CAD FILE NAME
4'1 1.47
jai I -v C-
LOT PPrV-n5)\SlE, Co
BATH 4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS
4'11 x 124 HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
N WALL CONSTRUCTION. ALSO THE ALLOWABLE: UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT JAX. BEACH , FL. DRAWNG NO.
*.o CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF I�Z -
&FLAT FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED DRAWN BY: APPROVED BY:
TRU55E5 DE516NED FOP
6'FLAT ATTIC ABOVE. SHEET NO.
7'1 54 1 5TORAGE APPROVED oy. LJrj
5) FOR LOCATIONS CLOUDED As INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED DATE: (0/01 LOUIS GABRIEL P.F
SCALE: AS NOTED ol
-Mz, G) 1 6 t to, I or
AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET #
\1 Ij L---- 'cLouge -a 5 -r S) e "l)
_o As L iz, IL
#I �zj
IS'vi 1E. U�� LRYO Wy-, 5 V�0,`
ROOF RUSS Headers per sheet f roof 00ders
_T truss Per sheot#e
SCHEDULE "C"
DESIGN CRITERIA RECOMMENDED STUD SIZES AND SPACING InJ
i 4
LIVE LOADS: vm P,
................209/-,Q. ft, WALL PLATE HEIGHT STUD SIZE SPACING
ROOF..................I............................................. ........ al-V THRU 9'-110" 2x4 16,
W�ND:LOADS; S, 20 go. 24" long
WND!VELOCITY (PER SBC-i997 EDITION)..................-,............100 M.P,H, 10'-G" THRU 14'-0" 2x6 15" twisted strop
-1997 EDITION)................ EFFECTIVE PEAK ACCELERATION, AO<0.05 14'-1" THRU 18'-G' 2x8 16. (q) 71NOUS L 5-r A
SEISMIC LOAD (PER SEIC �EFFECTIVZ PEAK VELOCITY, Av<0.05 124 IUDS 1,slffif'.6"s 1..
ERAL STRUCTURAL NOTES: 119'4' THRU 22'-0' 2x8 AI 0
2X10 12' 1/2-0 GAIOR DOLT
PER SHEET ff
1 IT IS THE INTENT or THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL
T)REUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE Or THE PLATE HEIGHT REPRESENTS THE VERTICAL
Co ST� NCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE UNINTERRUPTED SPAN LENGTH OF THE STUD,
C STRUCTION AND OCCUPA
WITH ALL APPLICABLE CODES AND REGULATIONS. IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING
LATERAL LOADS TO $HEAR WALLS DOES EXIST,
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR THEN THE SCHEDULE SHOWN ABOVE DOES NOT 0GATOR BOLT
To COMMENCING WORK. APPLY.
3) CQNTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, SCHEDULE "D"
ES;, PLATES, OPENINGS, SLEEVES. HANGERS. SLABS DEPRESSION$ AND PITCHES AS RAY
BE EoviRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS
(EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS)
4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR k
7,,
OPENING WIDTH IN FEET
RE IRODUCED WITHOUT EXPRESSED WRITTEN (2)
CONSENT OF THE ENGINEER,
U-PTO S-O"1 SY-1 j�RU=5'-O"F,61'-I" THRU 10'-D"
5) A L DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND XIO., HOLOUL)fvN
SHALL BE CONSTRUED 'To APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN 'THE WORK (3)7 202's EXTERIOR WALL OPENINGS CONCRETE SLAB
LINTEL (3)-243 (3)-2XIO's E.
EXCEPT WHERE.A DIFFERENT DETAIL 13 SHOWN. JAM13 USE IWO(2)SWDS.OF j THE SAME SIZE AS THESE Of THE WALL BONO CONSIDERED STRAPPING 0 TOP (3c BOTTOM EXCEPT AT CONCRETE
GARAGE DOOR & OTHER LOCATIONS SHOWN /SLAB
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED at,
RING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING USED INSTEAD OF i —-I 1 11 11 1
FOR A 2000 PSF SOIL BEA TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE ON SHEET #g OF THE DRAWINGS
CO,IQITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. THE THREE (3) PLATES MENTIONED AEIOVE�
R
7) T 1.5 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDU E AN STUDS SHALL HE CONTINUOUS FROM TOP PLATES TO SOLE PLATES.
SE)LIENCE TO INSURE THE SAFETY OF T14E BUILDING AND IT'S COMPONENT PARTS DURIWI
ER'CTION. PREENCINEERED ROOF TRUSSES Detail "B", Jamb strapping
COI\STRUCTION NOTES: PRIINGNIERED ROOF
gONCREIE' BATOR NUT @ top & Bott.
De
S'E'
1) AIjL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN, OF 3000 PSI 3% 3"x 1/13" Detail C Jfomb strapping
V
AY BE CONSTRUCTED W/2500 PS;I CONCRETE, OR WA ER
COMP�ESSIVE STRENGTH AT. 28 DAYS. SLABS ON GRADE M GATOR WASHER ((N.T.S.)) @ top Bott.
TINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM HURRICANE STRAPPING PER
I SHE 'I
DRY DENSITY (ASIM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (I fQ BELOW THE BOTTOM OF THE FOOTING. SCH. "A' ON SHEET #*q
3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, ((N. T.S,))
WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE OEARINO
LEVEL SOILS AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF 7HIE; MODIFIED
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557)
4) R OR STEEL SAALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, 1/2"o GATOR BOLT
'15"NO ST EDITIONS. SHEET #
A ' ACT 318 AND CRSI MANUAL Of STANDARD PRACTICE, LATE
5) CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE:
PLICC
A
LA S D A MIN. OF. 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS
OR ERWISE NOTED, GATOR COUPLER
6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN.'FOR REINFORCEMENT.
FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches TOP PLATE
SLAB ON GRADE.......................................................CENTERED OF WALLS RIM JOISTr OR BEAM
7) H RIZONTAL BEAM AND FOOTING BARS SHALL 13E GENT V-O'AROUND CORNERS OR
CO NER BARS WITH 2'-0" LAP SHALL BE PROVIDED,
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS. EIC, NECESSARY TO SUPPORT x
REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL.
HALL CONFORM TO MANUAL OF STANDARD uap
9) ALL REINFORCING DETAILS S PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED 1/2"0 GATOR BOLT
OTHERWISE ON-THE STRUCTURAL DRAWINGS. PERSHEET #'8
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS GATOR COUPLER POST STRA PING TOP
AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR CONCRETE" ACI 3)5 LATEST EDITION, CORNER DETAIL (N.fT-
FOR BUILDINGS" ACI 301. (N.T,S,) I S.)
9ASONRY 1/2-0 OATOR POLTS SPACED EXPANSION JOINT r
1/2'10 GATOR BOLTS SPACED PER SHEET #1.) . ADDITIONAL
IONAL STUD WALL RECESS SLAB 3/4*x 10' WIDE (6"x 6- OR 4% 4" POST
I) �NC E MASONRY UNITS SHALL BE ASTM 090-75, HOLLOW LOAD-SEARINO CONCRETI� PER SHEET ADDIT N
M STUD 111,ALL EXP� BOLTS MAY BE KEDED PER AT GARAGE DOOR CATOR BOLT SYSTEM UusE A&V "5 rYL?S 0 01,
F jj , S
RE UNITS, TYPE 1. EXP. BOLTS MAY BE NEEDED PER #4 RODS CONT. SHEAR WALL TABLE ON SHEET ff POST
C 0 6x6xlO/10 W.W.F. EPDXY GROUT INSTALLATION INSTRUCTIONS
MA MRY GRADE N-1, NORMAL WEIGHL WITH A MIN. COMPRESSIVE STRE.NGIH 19 1
H IN LL I EILE C( C.
OF 2000 PSI R1 = 1500 PSI SHEAR WALL TABLE ON SHEET 4" CONC. SLAB W/6x6xlO/10 WW.F.
STUD WALL 1)DETERMINE THE STARTING POINT AND MARK EITHER THE DRILL 6" INTO CONCRETE
S. 7- FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR IF'i-SOLTS' ARE USED OR BOLT LOCATIONS DIRECTLY
0 TRUSS-TYPE WITHI rz__ ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZE 6XOXIO/10 WW.F. ARE USED. POST s,rRAPPIING 0 BOTTOM
0 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 In, 10,C.. I M
6 MIL, V.B. OVER CLEAN C
(2)-#5 CONT. HOOKED CON (N.TT.S.)
WELL COMPACTED TREATED FILL 2)CORNER LOCATIONS SHALL BE PER DETAIL 1'ON THIS
TIED AT CORNERS $HEEL
WOOD FELAMING 2`� MIN, 18"
i) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL #4 RODS VERT. ON 48" O.C. & AT CORNERS. 3)INSTALL COUPLERS, WASHERS&NUTS WHERE REQUIRED POST STRAPPING
PER DETAIL'J" ON THIS SHEET AND PER MANUFAOIURER'S A
DESIGN RECOMMENDATIONS.
FOOTINGS 0 BOTTOM AN BOLT RUN DETAIL (TYP)
SPECIFICATIONS FOR WOOD CONSTRUCTION. VERT. RODS SHALL 13E HOOKED 6" INTO
D 12" INTO SLAB (2)-#5 CONT. HOOKED TURN DOWN SLAB DETAIL TOP & IE30TTOM
2) AT STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: 0 TOP. FOR HORIZ. REINFORCEMENT, USE T TIED AT (N.T.S,)
I o CORNERS RAGE (N,Tf.S,)
jl @ CA
JOINT REINFORCEMENT
LAM. VENEER LUMBER 9 go, HORIZ MIN. 18'
SAWN LUMBER Fb - 2,600 PSI ON 16" O�C, (MAX.)
Fb = 1120 PSI 285 PSI
Fv - 90 PSI Fv -
E = 1.900,000 PSI 48" (MAX.) OR
FCI = 565 PSI
1,455 PSI
CONSULT ENGINEER BLOCKING RED'[).
Fc TURN DOWN SLAB DETAIL BETWEEN OUTRIGGERS
E - 1,600,000 PSI 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUIRIGGER
- ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20"(W)x 10'(H) CONCRETE FOOTING 4"FROM GABLE END a 48'O.C, /--HURRICANE CLIP H-2.5 CONT. 2x4 SCAB FROM 'TOP 10
3) ROOF & WALL SHEATHING SHALL BE 7/16 REINFORCED W/(2)-#5 RODS CONT. EXCEPT 0 GARAGE 7/16- STRUCTURAL ROOF 5HEAIHING U-HANGER OR EQUAL 0 48*0.0, BOTTOM CHORD TO SERVE AS NAILER
SPAN RATED AS SHOWN ON THE DRAWINGS. 7 A 2x4 BARGE RAFTER CONT, FOR X-BRACINO 0 8' O,C. -PROVIDE CLIP FOR 400 Ibs.
4) ALL WOOD MEMBERS EXPOSED 10 WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAIL 6x6xlO/10 W.W.F. BOTTOM CHORD OF COMMON
OR SOIL SHALL BE PRESSURE-TREATED. x S14INGLE STRIP TRUSSES 0 24' O.C, BOTTOM CHORD OF 0ABILK
FASCIA
FAC:H t2d NAILS 0 8* OC. END TRUSS
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUrr9D FOR
TION -DIPPED GALVANIZED TO AsTm T
2x4 X RACING
APPLICA - FASTENING SUBJECT TO MOISTURE SHALL BE HOT M (I O.C. TOP CHORD OF GABLE END (3) t?d NAILS
2,1 TRUSS DROP 3-1/2-
A-153-80. SCHEDULE A #5 RODS CONT. DOUBLE TOP PLATE
6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.LS-C, SPECIFICATIONS,
-153-80. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE 2'-0'
FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVANIZED TO ASTM A 2x4 SCAB CONT. TOP TO MAX,
OF BEARING WALLS (PRE-ENGINEERED FRAMING) 801TOM CHORD 0 0 it. OPENING -
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. INTERIOR STEP DOWN DETAIL FROM GABLE
LLS MAY BE SPF #2 TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATES TO FOOTINGS — — — — — — — — — — — — — — — — — — — - __—CONT, 2x4 SCAB FROM TOP TO 2K4t BLOC91NO 0 48"0 C, BETWECH
8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WA DESIGNATION* (lbs) PLATE OR TO STUD BOTTOM CHORE) 0 X-BRACING OA 'FIRST
IN Of SYP #2, GATOR BOLT SOLE PLATE SHALL BE (PROVIDE ADDITIONAL 2x4's AT 22LE END TRUSS AND
Tw ANCHORED TO SLAB W/ 2x4 SCAB IF VERT VERTICAL IF HIGHER THAN 48" COYMMON-'.TRUSS
ALL TRUSS ENOS WEB IS NOT PRESENT 70 FORM AN -L' SHAPE)
EXCEPT ONES 0-520 PRODUCT CODE HCPLR 1/2'0 OATOR BOLTS ;PACED AS 2x4 STUDS 1/2"0 GAtOR BOLTS SPACED CONT. 2x4xB'PZ 51P. LAIERALL
OUTLINED BELOW 'SEMCOr STRAP SHOWN ON SHEET a is" D.C. OLT PER SHEET # 0 . ADDITIONAL BRACE 0 D.C.
SCH MISCELLANEOUS FASTENING SCHEDULE EXP. BOLTS MAY BE NEEDED PER (3) 124 NAILS(T!�v BOTTOM CHORD OF (3) 12d NAILS ISOMETRIC VIEW
CON�I-C,Tl FASTENER NUMBER OR SPACtING 521-020 M pRooucT CODE 14CPLR ly�2,1 GATOR SOLIS SPACED AS 6x6x1O/1O W.W.F. SHEAR WALL TABLE ON SHEET #g AT X-BRACINO CABLE ENO TRUSS SI`kO%NG LATERAL BRACE TO
sEMOO'TWISTED STRAP' WN ON SHEET (2)-2x4 TOP PLATE GABLE END TRUSS
16d COMMON 2 A I .!AYA A 6, -DILATFORM FRAMING-
TOP O� SOLE PLATE TO STUD, END NAIL
ad COMMON 4 CONT. 2X48' #2 SYP (N.T.S.)
STUD '0 SOLE PLATE, TOE NAIL LATERAL BRACE:0 .1,4O.C. 20 STUDS 0 16' D.C.
iOd COMMON 24' O.C. TT.
DOUBLr STUD% FACE NAIL
TOP PLATES, FACE MAIL 10d COMMON 161, D.C. TT 2x4 BLOCKING 0 24"0,C, CAD FILE NAME
UOUBL Liss cc)\1
TOP PIAJIFS, LAP AND INTERSECTIONS FACE NAIL 2-16d OR 3-10d C%MMON HOPT2 JSINOLE PLY)OR (ONE)1/2'0 OATQR BOLT LOCATED WINN (2)-#5 RODS CONT. BETWEEN 0ABLE &FIRST I LOT Z AF0�3)IS
D.C.. CLIP M ST
CON11,NUOUS HEADER, TWO PIECES I Ud COMMON 16* O.C, ALONG EA. I EDGE DOUBLE PLY) 6'OF CENTERUNE OF TRUSS BEARING CLIP 0 4W' D.C.. CLIP M
PROVIDE A MIN. 400 Ibu OF SHEAR.
NAILED W4(16)8d 20"--A
COMMON AILS JAX. BEACH, FL.
,P.LYWO L PLATFORM FRAMING DRAWING No.
ROOY - 7/16" OR GREATER ad COMMON 6' D.C. EDGES & (2)SGP3 IS5MCO*NAILED 10 �T%VO)ill"OATOR BOLTS THREADED INTO INTERIOR THICKEN SLAB DETAI
8" D.C. INTERMEDIATE 1916-45QO TRUSS W/(14)-18d COMMON TWO)S-11'SENCO'HOLDDOWNS CABLE END DRAWN SYt APPROVED BY;
NAILS EACH&UQLTEV 10 TOP NOTE;
OR GREATER ad COMMON 6" O.C. EDGES PLATES W/1/2-0 OATOR BOLTS UNBRACEO LENOTH OF X-BRACINO MAY APPROVED sy.. LJrj SHEET NO.
WALL 12" O.C. INTERMEDIATI NOT EXCEED 10 It., IF LENGTH DOES
7/10" E MISC. FOUNDATION DETAILS G.�11 EXCEED 10 ft., ADDITIONAL SCAB Iq REQ'D.
SEE TRUSS ENCINEERING BY' At P111c -FOR TRUSS OES[GNATION4 DA7E: LOUIS GABRIE P-E,
SCALE; AS NOTED ?,6t to[ 9 or