Camelia Street 780 ROOF TRUSS "e- Headem per shefit 49 A� roof Per Sheetj9
SCHEDULE IC'. *** - _'�
DESIGN CRITERIA RECOMMENDED STUD SIZES AND SPACING
LIVE LOADS;
�OOF.................. ..... .... ft. WALL PLATE HEIGHT STUD SIZE SPACING
.............................. STRAP
5'-0' THRV W-10" 2x4 15'
WIND:LOADS:
WINID-VELOCITY (PER SBC-1997 EDITION) .......... M.P.H.
10*-0* THRU 14'-0' zx6 I
20 go� 24* long
SEISMf LOAD (PER SBC-1997 EDITION).................JEFFECTIVE pEAK ACCELI�R,00N. Ao<0.05 twisted St
EFFECTIVE PEAK VELOCITY,Av<0.05 14*-1' THRU 20 1
E E RAL STRUCTURAL NOTES: 191-0.
2X8 12'
THRU 22'-U'
L 'IU
111 �' THE I, 2x1O 12' 1/2'A GATOR SOLT twisted
I �4 THE iNTtNT OF THE ENGINEER THAT DIIS WORK UE IN CONFORMANCE WITH ALL PER 5HEET #1 strop
NTtNT OF THE LNG
E UiaEMLNIS
THO �TI�S�'
RE UiREMLNTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF THE PLATE HEIGHT REPRESENTS THE VERTICAL
CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE UNINTERRUPTED SPAN LENGTH OF THE STUD,
WITH ALL APPLICABLE CODES AND RECVLATIONS. If HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT, THE JOD SITE PRIOR LATERAL LOADS To SHEAR WALLS DOES EXIST.
THEN THE SCHEDULE SHOWN A30VE DOES NOT
TO COMMILNCING WORK. APPLY. 9 GA704 SOLT
C PPLY, LOWE AND BUILD INTO THE WORK ALL INSERTS. ANCHORS,
AW ES, PLATES, OPENINGS. SLEEVES. HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "00
BE REQUIRED 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 SGP2,`SAIvIC0',NAILED
�EXCFPI AS OTHERWISE NOTED ON THE DRAWINGS) HOLIA111M
4) TI-ESE DOCUMENTS ARC THE PROPERIY OF THE ENGINEER AND MAY NOT BE USED OR
-IOUT EXPRESSED WRITTEN CONSENT OF
RE DRODUCED WIT THE ENGINEER. OPENING WIDTH IN FEET
SGPI
ED TO BE TYPICAL AND UP TO S—v 3'-1*THRU W-0, -I*THRU 10'-0' *SEMCO*
5) ALL DETAILS AND SECTIONS SIHOWN ON THE DRAWINGS ARE INTEND I
SH&L BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK LINTEL (*2xs's (3)-2xio's (3)-2x12's
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, EXTERIOR WALL OPENINGS E, CONCRETE SLAE1
JAM3 USE TWO(2)STUDS Of THE M WE AS THESE Of THE WALL BONG CONSIDERED STRAPPINQ 9 TOP & BOTTOM EXCEPT AT
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED WNICRETE
FLRING GARAGE DOOR & OTHER LOCATION,
FOR A 2000 PSF $OIL BEARING CAPACITY, CONTRACTOR SHALL REPCRT ANY Da TWO 12) PLATES WITH A 1/2" PLYWOOD FILLER UAY BE USED INSTEAD OF 'ril ,
C04DITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. O'C stow sumuti ON SHEET #4 OF THE DRAWINGS
THE HREE (3) PLAM MENTIONED A80VE,
124 NAILS
TO DETERMINE ERECTION PROCEDURE AND **4 STUDS SHALL BE CONTINUOUS FROM TOP PLATE$ TO SOLE PLATES.
7) 11 is THE CONTRACTOR'S SOLE RESPONSIBILITY
SE)UENCE TO INSURE THE WETY OF THE BUILDING AND IT'S COMPONLNI PMTS DURING
ER_.CTION. usrlp � 7W cAav
CCI�STRUCTION NOTES: _7) Detail "B", Jamb strapping
----------------- 4)-12d NAILS gall TRIJISS PREENGINCERED ROOF TRUSSES
CQN�RET < GATOR NUT (9) top & Dott.
1) RADE) SHALL HAVE A MiN. OF 3000 PSI 2A4 SCASS LAID
CAST IN PLACE CONCRETE (EXCEPT SLAB ON C
SSIVE STRENGTH AT 2d DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W12500 PSI CONCRETE. FLAT4 2e O.C. Detail Jamb strapping
COMPyE 2) 124 NAILS 3*X X1/8"
CATOR WASHER ((N.T.S.)) 0. top. & Bott.
2) FOOTINGS Si,LALL BEAR BELOW DISTURBED k ORGANIC SOIL AND UPON EITHER THE SURIFICIAL SOIL OR UPON
STRUCTURAL FILL COMPACTED TO A DENSITY Of AT LEAST 95% OF STANDARD PROCTOR MAXIMUM 30- (MAX) 2x4 SCABS LAID
DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (11 ft.) BIELOW THE BOTTOM OF THE FOOTING. FLAT AS SHOWN 001101111 C1401110 HURRICANE STRAPPING PER
I SCit 'A' ON SHEET#10
3) BLARING MATERAIL� THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, 'IMT&W �JR�V'JWAFI*ALL
'M,IICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STkUCTURAL FILL THE BEARING FILM VZW V4w ((N.T.S.))
LEVEL SOILS. AFTER COMPACTION, SOIDULD EXHIBIT DENSITIES EQUAL TO 953 OF THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) CASE A — IWTERIOR %iEARWALL TO ROV COMECTION
4) STEEL SHALL BE ASIM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, PRE ENGINUM FRAMINQ (TRUSS FALLS ON ONE 909 OF WALL?
313 AND CRSI MANUAL Of STANDARD PRACTICE. LATEST EDITIONS. 1/2"0 GATOR SOLT
ad ROOF VEATAWO /—PER SHEET
URZI .INIAR*A4L
5) OUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHAUL BE
=A MIN� OF 36 BAR DIAMETERS OR 24*. WliICIIEVER IS GREATER UNLESS KiO-12d NA4LS J2)-12d INAILS
OF Tyr) r&)
—1-:4 2A4 SCABS LAID_111I TOP Qio1Q GATOR COUPLER
6) TI E MIN, CONCRETE COVER FOR FOOTINGS SFIALL BE 3 in. MIN. FOR REINFORCEMENT. 24�' (M"� FLAT�V 24" O�C. '%�' I —
IFOOTINGS (TO MAIN REINFORCEMENT)....................3 inches TIP. (MAX) TOP PLATE
SLAB ON CRAIDE.......................................................CENTERED J4)-12d NALS
0 OF WALLS
Tye)
R;J �USTIIOR BEAM
7),WIRIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0'AROUND CORNERS OR
Op - - LAP SHALL 14E PROVIDED.
ER BARS WITH 2-0 )-12J tiA4.S../111 )-12d UAL$
a) CONTRACTOR �HALL PROVIDE SPACERS, C-1AIRS, �JOLSTERS, ETC. NECESSARY TO SUPPORT .*�" N . 0)
RLINFUHCINO STEEL, SUPPORT ITEMS WHICO ULAR 0114 EXPOSED CONCREJE SURFACES CEILIN3
SHALL HAVE ENDS WHICH ARE PLA500 TIPPED OR STAINLESS STEEL, 2A4 SCC� P Born*Chm
L AAT Or 44 vA - . _q_. ..'.
9) ALL REINFORCING OLIAILS SHALL CONFORM TO MANUAL Of STANDARD PRACTICE FOR (MAX.) 71079TEN
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION. UNLESS DETAILED USE PRODUCT CODE RTPGA836,
"SEMCO*. TIE
OTHERWISE ON THE STRUCTURAL DRAWINGS. MM VIEW ELEVAIM AW 1/2"91 GATOR BOLT
10) ALL CONCRETE WORK SHALL 13E IN ACCORDANCE WITH "THE 13UILDING CODE REQUIREMENTS CASE I — WTMW %"WAU TO MW CONINECTION PER SHEET jdj
T e". �D CATOR COUPLER
FOR CONCREV ACI 313 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE P9 WWUU MWW (WAU I$ KTKM TWO VUSSES) POST STRAPPING 0 TOP
FOR BUILDINGS* ACII 301, CORNER DETAIL
W lk INC- u--r. S
MASONRY 1/2-0 GATOR,21OLTS SPACED EXPANSION I JOINT, _j\_
1/2"o GATOR E30LIS SPACED
1) C NCRETE MASONRY UNITS SlIALL BE ASTM C90-75. HOLLOW LCAD-BEARING CONCRETE PER SHEET # 9 . ADDITIONAL STUD WALL PER SHEET 19 . ADDITIONAL
AONRY UNITS, TYPE 1. QWE N-11, NOR" WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PER EXP. BOLTS MAY 13E NEEDED PER RECESJ SILAS 3/4"x 10' WIDE VA 6" OR 4"x 4* POST
OF 2000 PSI ( f ' M a 1500 PSI SHEAR WALL TABLE ON SHEET 4'j J4 RODS CONT, StiCAR.WALL TABLE ON 5VEET I Ar.GARAGE DOOR EPDXY GROUT GATOR BOLT SYSTEM USE PRODUCT CODE FAPGA
4" CONCo SLAB W/64x`10/10 W.W.F. 6&10/10 W.W.F. INSTALLATION INSTRUCTIONS
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S.
TUD WALL 1)DETERMINE THE STARIINO POINT AND MARK FAIHCR IHr ORILL 0' INTO CONCRETE
FORM BOARD BCL7 LOCATIONS PRIOR TO CONCRETE POUR
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SNALL BE GALVANIZED TRUSS-TYPE WITH
ON IHE kiARDLNEG CONCRETE IF LPDXY ANCHOR BOLTS
If*J-SCLTr AR9 U=OR BOLT LOCATIONS DIRLCTLY
0 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX, 16 in 6440/10 AW1, i; itiff
A4 USED. POST STRAPPING OBOTTOM
6 MIL V.B. OVER CLEAN. I
WOOD FRAMING WELL COMPACTED TREATED FILL (2)-#S CONT. HOOKED CONIC
TIED AT CORNERS
2)CORNER LOCATIONS SHALL 89 PLR DETAIL*V ON THIS
12._� MIN. la" SHEET.
J4 RODS VERT. ON 48' O.C. & AT CORNERS.
T ff=,F 3)INSTALL COUPLER% WASHERS&NUTS WHERE REQUIRED
1) ALL WOOD FRAMING SIIALL BE SYP 12 AND iNSIALLED PER NTC AND TPI AND NATIONAL
DESIGN 5PLCIFICATfONS F013 WOOD CONSTRUCTION. VERT. ROD$ SHALL BE HOOKED So INTO POST STRAPPING
DETAIL',r 09 THIS$1,U1 AND PER IMANUUACTVIRUI-S
TO SLAB
3 0 aOTTOM AND 12" IN
FOOTING BOLT RUN DETAIL (TYP)
N (2)-j5 CONIT. HOCKED TURN DOWN-SLAB DETAIL TOP, & E30TTOM
2) Af STRUCTURAL WOOD MEMUERS $HALL HAVE THE FOLLOWING MIN. DESIGN VALUES: FOR 110RIZ. REINFORCEMENT. USE TIED AT CORNERS
9 1) go. I-IORIZ. JOINT REINFORCEMENT 0 GARAGE (N.T.S.)
MIN. Ilil"
SAWN LUMBER LAM. VENEER LUMBER ON I r D.C. (MAX,)
F4 - 1120 PSI Fb - 2,600 PSI
7-
Fv - 90 PSI Fv = 285 PSI
rC1 - 565 PSI E - 1,900,000 PSI 4e (MAX,) OR 4d i. .
Fc - 1,455 PSI CONSULT ENGINEER
E - 1�600,000 PSI TURN DOWN SLAB DETAIL OETMEN OUTRIOGERS
3) ROOF & WALL SHEATHING SHA_L BE 7/10- ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20"(W)X 10"(H) CONCRETE FOOTING 2X4 BLOCKING 0 SHEATHINO JOINT 2x4 OUTRIGGER
SPAN RATED AS SHOWN ON THE DRAWINGS� REINFORCED W/(2)-#5 RODS CONT. EXCEPT 0 GARAGE 4*FROM GABLE LNID 0 41r D.C. /—HURRICANE CLIP H-24 CONT. 2A4 SCA13 FROM TOP TO
I U_HANGER OR EQUAL 0 4W C.Q BOTTOM CHORD TO SERVE AS NAILLIR
F — — — — — — — — — — —— — 71jr STRUCTURAL IROQF SHFATHINO 2x4 BAIRGE RAFTER Ca4T. FOR X-BRACiNO 0 B!D.C.
4) ALL WOOD MEMBERS EXPOSED TO WEATIILR OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAIL PROVIDE CLW FOR 409, R's.
W 0)j S�i,�LL VE PRESSU&t-7REATED. 6x6x1O/10 W.WF. SHINGLE STRIP 930TTOIA CHORD OF COMMON OF LATERAL SH�AR
TRUSSES 0 24* 0-111
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH BOTTOM CHWO OF GA"
FASCIA
12d NAILS 0 8' at END lRuSS,
APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE 11OT-DIPPED GALVANIZED TO ASTM
A-153-80, 4-
W. . I RAC4NO
SCHEDULE A TOP WORD OF GMLE END (3) 124 NAILS
(2)-15 ROOS CONT,. TRUSS DRW DOU BLE TOP PLAJE
6) ALL METAL CONNECTIONS AND FABRICATICINS SHALL COMPLY WITH A1S.C. SPECIFICATIONS. T
FASTENING SUBJECT "TO MOISTURE $HALL BE HOT-DIPPED'GALVANIZED TO ASIM A-153-80. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE
OF SEARING WALLS (FIRE-ENGINEERED FRAMINC) 2x4 SCA13 CONT, lop To
7) �OLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 1307TOM CHORD 4 3 ft.
IN TERI OR STEP DOWN DETAIL, FROM GABLE
8) GRADE OF LUMBER To BE USED FOR THE FAORICATION OF STUD WALL$ MAY BE 5PF J2 TRUSS No. OR UPLIFT TRUSS TO TOP
INJIEAO Of 5YP 12. IGNATION (Ibs) PLATE OR TO S-FUQ TOP PLATES TO FOOTINGS
2ESIGNATION — — — — — — — — — — CONT.Zx4 SCAR FROM TOP TO *% 2x4 BLOCKING 2 40"O.M BETWEEN
GATOR J30LT s0LE PLATE SHALL BE BOTTOM CHORD 0 X-BRACiNg CABLE END TRUSS AND FIRST
ALL TRUSS ENDS ANCHORED T9 SLAB W1 2A4 SCAR If VLRT (PROVIDE ADDITIONAL 2x4's AT COMMON TRUS$
EXCEPT ONES 0-520 PRODUCT CODE HOPLR 1/2"0 CATUR SOLIS WAQED AS 2x4 STUDS 1/2'0 CATOR 0LT3 SPACED WEB 13 NOT PRES VERTICAL If HIGHER THAN 43r-
SCH"DULE "B" — MISCELLANEOUS FASTENING SCHEDULE OUTLINU MLOW "SEMC(r SIW SHOWN ON SHEET#10 0 15" Ole. ENV TO FORM NJ"V SHAPE) CONT.2x4ABJ72 Sir.LATERAL
PER SHEET #9 ADDITIONAL BRACE a 4f Q.r. . .
EXP. BOLTS MAY BE NEEDED PER 124 NAILS(IYPV BOTT04 C�HQRD QF ISOMETRIC VIEW
CONNECTION FASTENER NUM13ER OR SPACING A&sft t3r" 64XIO/10 W.W.F. SHEAR WALL TABLE ON SHEET jej 'AN X-BRACiNG GAUL&END TRUSS. (3) 12d NAILS
521-490 PRODUCT CODE HOPLR 11:rO GATUR UULIS�PALW AS 4-- �;'t� SHOWING LATERAL BRACE TQ
TOP 0? SOLE PLATE TO STUD. END NAIL 16d COMMON 2 MC0*TV4STQ STRAP SHOWN ON SOEEt#10 (2)-20 TOP PLAIII! CADILE END TRUSS
FRAMIl'5-
NAL 8d COMMON 4
7 CE NAIL 10d COMMON
S TU' L' �AI�TE' TOE 24* O.C. CUNT. 2A4xe 42 SYP
0
D UEIL STUDS. J
10d COMMON I B" O.C'
DOUBLE TOP, PLATES. FACE NAIL LATERAL BRA( 44 D.C. 2A4 STUDS ip iol D.C.
TOP PATES, LAP AND INTERSECTIONS FACE NAJL - 2-16d OR 3-10d COMMON 2x4 SION"NO 0 20 OC. i CAJ FILE NAMIF_
CONTI�UOUS HEADLR, TWO PIECES
I 6d COMMON 15'O.C. ALONG EA. EDOE HQFT2�SMGLE PLY)OR (ONE)1/tO QATQR 8XT LOCATED WTHA
i,10PID DOUBLC Pv). 0 Of CLNTLRUNE OF IRUSS SEARINO (2)-#5 03 CONT. 13ETWUN GABLE&FIRST TRU S LOT QF 14$
8211-1915 NAILED W/(I(,)8d CLIP 0 43'O,C.. CULIP WU1S_ T-4 V SP C 14-
PLYWO)D PARTICLEBOARD S ING: COMMON NAILS 1— PROVIDe A MIN. 400" OF SHEAR.
Sal COMMON S' D.C. EDGES & JAX. Et, H ` F
OR GREATER s 0 NO.
8* D.C. INTERMEDIATE NAILED To j1\Wt0))15/;20 t�TE09CP33 IMEADED NTD INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING
(2)SGP3'SEMCCr 1 0 '1 3 M Ho
1916-4500 TRUSS W/(14)-I&d COMMON DRAWN 2'� AP
WALL 7/10' OR GREATER 8d COMMON 6* O,C. EDGES NAILS EACH&BOLTED TO TOP CABLE END
12' D.C. INTERMEDIATE PLAT0 W/1/;rg G4108 BOLTS NOTE: (NJ.&)
1 .1 1 1 LINBRACED LENCTO OF X-BRACING WAY APPROVED Sr LJ5 SHEET NO,
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