Main Street 1395 57'
3A5 1/2
ZY3 1/2
— — — — — — — — — — — — — -- - — — — — — — — — — — — —
— — -- - — -- — — — — — — — — — — — — — — — — — -
— — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — —
STEP UP-4"
-- — — — — — — — — — — — — - -- — — — -- — — — — —
UNLESS RULED OTHERIVISE BY THE SOIL ENGINEER OR CONSTRUCTION I h'9112
PROFESSIONAL THAT IS FAMILIAR IVITH THE LUSTORY OF TIM, SPECrFlC
v CONSTRUC-I*ION SITE ORTHE GENE,RAL AREA OF THE CONSTRUCTION SITE,TffE
UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST(rWO)-25 FT. DEEP GARAGE (4't LOWEK)
SOIL BORINGS BE PERFORMEE 1)AT THE CONSTRUCTION SITE FOR THE PURPOSE 50[ ft
OF EVALUATINGTHE DEEP SOIL CONDITION AND TO INSURE THAT THE SOJEL
r/
IEK)
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL
UNCONSOLIDATED CLAY, ETC ) THAT MAY CAUSE FUTURE DETRatENTAL
STRUCTURAL SErrLENTENT.
HOWEVER,(6)-FT.DE,EP SOIL BORINGS SHOULD BE PERFORNLEDTO ESTABLISH
f L> THE DEPTH OF SOIL EXCAVATION AND BACKFILL N-UMBER OF BORLNGS SHALL
BE RECOMMENDED BY THE, SOIL ENGINEEIL
IF NO DE EP SOIL BORING INVESTIGATION IS PERF ORMED(I.E.25 FT.DEEP SOIL
BORING)THENTHE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:- — — — — — — — — — — — — — — — —
..........
RSIGNED(LE.ENGINEER)HAS No KNOlVLEDGE OF ANY SUBSURFACE '�7
SOIL CONIMON REPORT;TffUS,ALL FOOTINGS ARE DESIGIVEDAS SHALLOW
F N IIEARING-011 SOILTHAT POSSESSES A MiVCWUAl I BEARING Put SSUIRE
01��2TO'0 0 F - IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EIT.flr.,R
THROUG SOIL REPORT OR SOIL REMOVAL , 'r,,IEN TiNGENEER OR MAIN HOUSE SLAD 1 12'
1490�50[ ft
UNDERSI D SMALL BE NOTHilED AND POSSIBLE FOOTING DESIGN REVISIONS ri ,
(I.E.MAT OUNDA'17ON OR PIU I FIOUNDATION)NIA Y HAVE TO BE LVIPLENIE4 fNTE,D
PRIOR T OMMENCING WITH FOOTINGS WORK.
'�7
Pow �-A/ �j 4'1/2
It
r
rilco(l,
0
�_�1/2
4-1
Co-Atirs-Q
PORCH
(4"
LOWER) .......=�=--
24 oq ft
- — — — — — — — — — — — — — — — — — — - - — — — — — — — — - -- — —
- -- — — — — — — — — — — — - -- — - — — — — — — — — — — — — — — — — — - TOTAL SLAE3
AREA
1567 50[ ft
v
2t9l/4
164 55 12'31/2 416 16'21/2
1-1 —
'�7 " '�A
551 -- 21y� 1/4
FOUNPATION PLAN
SCA�E: 1/4" - 1 FOOT
A.c. NO.
Lot I UaCtstl WCO: AUL44ir, I&C&I-4
\..Lo J. U 4 DRAWING NO.
DRAYM BY: APPROVED BY:
APPROVED BY: LJG SHEET NO,
DATE: LOUIS GAIBR, ,
I 3CALE: AS NOTED OF
— — — — — — — — — — — — — -- - -- — — — — — —
TABLE FOR SHEAR WALLS FRAMING
7
(GROUND FLOOR)
TOP OF
GLA55 THE SHEAR WALLS TABLE WAS ESTABLISHEb ASSUMING THE FOLLOWING'CRITERIA UNLESS OTHERWISE .
BLOCK AT
NOTED IN THE TABLE:
5411 AFF A� WOOD SHEATING TO STUDS NAILING 'SHALL BE 8d COMMON NAILS.
B
GYP. E30ARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2" & 5/8" THICK BOARD
RESPECTIVELY.
1/2'iOx 10* LONG OJ-13OLTS' (A307 STEEL) FOR EXTERIOR WALLS
eq-A�'MmwAA FfTm kq I SOLE PLATE—CONCRETE SLAB ANCHORS SHALL BE
P.0 aw Z u U'177�77,v OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS.
�3
60"O't, or As REQ'D. SINGLE,OR SHEATHING TO STUDS FLOOR TO FLOOR
A;
71; - - DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING
Is�,o i,'m b,wx 0��,boO
N, %t ti In r rr
X 60' O.C.
rom 8'to 10') OSB
KITCHEN
a 0 7/16 SINGLE 6' 120
(Ceiling Sloped from 8'to lG% gpn* (BLOCKED)
42"kricewill 60* O.C.
7 16* OSB SINGLE 4" 12"
E I
lk E D)
GARAGE
-- — — — — — — — — — — — — — — — —
L (6flat Ceiling)
ADDITIONAL NOTES:
LIVING LANT 5HELF-TOP OF
CL05ET 0 54"AFF 1) FOR LOCATIONS CLOUDED AS 01 INDICATE LOCATIO�S', WHERE HEADER BEAM SHALL BE
BOLTED PER DETAIL "B" ON SHEET # 10
P L Aw 5HELF-TOP OF THOSE MEN.TIONED ABOVE SHALL
CLOSET 0 84"AFF 1(y Flat Ccilimo 2) ALL EXTERIOR WALL OPENINGS OTHER THAN
BE BOLTEED PER DETAIL LV' ON SHEET #.I()
3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON
A- ON SHEET #C1 . STRAPPING WILL 13E ADEQuAT.
SCHEDULE E TO RESIST SHEAR FORCES
L I I
ACTING SIMULTANEOUSLY WITH UPLIFT FORCES.
4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS
10'Flat HAVE BEEN REDUCED BY 189 TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
Ccilin,3 1 WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT
CONNECT STUDS TO TOP PLATES, SHOE PLATF_ SHEAR WALL HOLDDOV AND TO STUDS OF
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED, BY 18% FOR THE SAME REASON MENTIONED
CLOSET ABOVE.
(&Ceiling) DATH
rj 1 5) FOR LOCATIONS CLOUDED AS INDICATE: LOCATIONS WERE WOOD POSTS SHALL BE STRAPPED
DEPROOM e� I G)I
AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET # 10
(Gathcdral Coiling)
C) LOCil-rIONS CLOU�CD AS 514 ALL ISE 5TROffED PC9 0� E'T()(L-
10-
OEPROOM 0
MASTER DDRM (a flat coiling)
N`1j
(b,flat Ceiling)
01
— — — — -- — — — — — — — — — —
10 1 PORCH
MASTER 13ATH .3 (6 coiling) a 0
llino) 9 SCHEDULE "All
(6 flat cc
gWet �-k 10
F
— — — — — — — — — — — — — — — — — — COICI\AeIr �O�t \Y��trdabTA ROOr TRUSSES STRAPPING SCHEDULE M Top PLATE
- — — — — — — — — — — — — — — — — — — OF BEARING WALLS (PRE—ENGINEERED FRAMING)
TRUSS No. OR UPLIFT TRUSS TO TOP
— — — — — — — DESIGNATION (Ibs) PLATEOR TO STUD TOP PLATES TO FOOTINGS
WARS fteow% / T%%ieol.AJ staL, ALL TRUSS ENDS H ":5 IKPS 0 W; C L I
EXCEPT ONES o- q 55 I/Vld GATOR BOLTS SPACEU AS
OUMNED BELQW SHOM ON SHEET #
114 1 0
A'gj 4 Ic)I MpC
'0 N4 JC L
H Vs
1/2"0 GAtOR eOL,TS SPACEO AS
SHOWN ON SHEET #
At , BZt�iA 6
164-Z000 (2.) m-rs?.0 "sjmP50N',' (ONE) 1/2-0 GATOR BOLT LOCATED WITHIN
E-�MCH NAILM �.J/ (1 0) So OF CENTERUNE OF TRUSS OEARINQ
1 0A X012-' NAIL%
H C-rT- sl KF 10,0 1
H ous>-,Dow 0 NIA
SFE TRUSS ENGINEERINIG 13y"ALPINF-
F04 ,TRUSS DIESIGNAT1101N.
LOL07o AILOCV. tIL47 Wgit' A040ML jt4MC& A.C. NO.
Abtow"t;&, (14AA.
DRAWING NO,
DRAWN BY: APPROVED BY. Louijl�,
9610 BrokfrG
APPROVED BY: LJG SHEET NO.
DATE: to /01
P
SCALE: AS NOTED I.J/ 1 9 OF
aA,
I. V-� 73t-
ROOF TRUSS roof
DESIGN CRITERIA SCH tru qs,& r sheet#
RECOMMENDED STUD SIZES AND SPACING
EDULE "C"
LIVE LOADS:
ROOF ............................ .................................................. WALL PLATE HEIGHT STUD SIZE SPACING
Y"
WIND i LOADS; 8'-0" IHRU 9'-10' 20 io, GARAGEDOORHEADER
WINDIVELOCITY (PER SBC-1997 EDITION)..................................100 M.P.H. 10'-0' THRU 14'-0* 2x8 16, (TYP)
20 go. 24" long
SEISMIC LOAD (PER SBC-1997 EDITION)................ EFFECTIVE PEAK ACCELERATION, Ao<O.05
IEFFECTIVE PEAK VELOCITY.Av<O.O5 14'-1* THRU 18'-0' 2X8 is' wis ed s rap
GENERAL STRUCTURAL NOTES: 19'-0' THRU 22'-0' 24 12:
1).IT Is THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 2xio 12 1/2"0 GATOR BOLT &I so'g.
UIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF THE PLATE HEIGHT REPRESEN79 DIE VERTICAL PER SHEET ff
�ISTRUnON AND OCCUPANCY. ALL. CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE UNINTERRUPTED $PAN LENG-41 OF THE STUD.
WITH ALL APPLICABLE CODES AND REGULATIONS, 18/11SIAP ,5L)o"
IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERINO -Top IL
2)THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS TO SHEAR WALLS DOES EXIST.
THEN THE SCHEOULE SHOWN ABOVE OOES NOT
TO COMMENCING WORK. APPLY. aaxiaiR BaLr
3) G PPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS� ANCHORS.
AN GS, SLEEVES, HANGERS. SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE I'D"
BE FOUIRED B ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON PIE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS
4)TI-ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (Excuir AS OTHERWISE NOTED ON DIE DRAWINGS) H THREE (3) STUDS
CONTINUOUS(cmo.)
RE�ROOUCED rr
WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENUINEER. OPENING WIDTH IN FEET
7
UP TO S-O" S-l" T5i��-O� '-0' !E:]o
5) L DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND W-�IHRU 10 h 4
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK LINTEL (3) PA 51, s Mfsoj
EXCEPT INHERE.A DIFFERENT DETAIL 15 SHOWN, -2x8,s )-2XIO,s. (,3)-2xl2's EXTERIOR I N G S CONCRETE SLAB
WALL OPEN E
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED JAMB USE IWO(2)STUDS OF THE SAME SRE AS THESE Of THE MIL 013NO CONSIDERED STRAPPING 0 TOP & BOTTOM EXCEPT AT
FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING TWO (2) PLATES WITH A 1/2' PLYWOOD FILLER MAY BE USED INSTEAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN
CO,IDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, % 6
THE THREE (3) PLATES MENTIONED ABOVE. ON SHEET # OF THE DRAWINGS
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION ]PROCEDURE AND . ;Ir ,. "1.1 1.�.. 4 ....,
J PARTS DURING L.-
STUDS SHALL BE CONTINUOUS FROM TOP PIATES TO SOLE PLATES. 4A. 1.7,
SEMENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONER
ER:CTION.
COI\'STRUCTION NOTES: PREENG)NEERED ROOF TRUSSES DOOR JAMB
CONCRETE:
1)A.L I IN pLACE CONCRETE (EXCEPT SLA13 ON GRADE) SHALL HAVE A MIN. OF 3000, PSI GATOR NUT ANCHORAGE 0 TOP & BOTTOM
CA"E
COMP ESSIV STRENGTH AT 28 DAYS, SLABS ON GRADE MAY BE CONSTRUCT-ED W/2500 PSI CONCRETE. 3"A 3" 1/8" (N.T.S.) Detail "C", Jamb strapping
2) FO;INGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON GATORKWASHER
STRUCTURAL FILL COMPACTED'TO A DENSITY Of AT LEAST 95% OF STANDARD PROCTOR MAXIMUM @ top & Bott.
DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (1 Ill.) BELOW THE BOTTOM OF THE FOOTING. HURRICANE STRAPPING PER
3) 13EARING MA7ERAIL: T14C FOOTINGS SHOULD 13EAFZ IN EITHER THE EXISTING FINE SANDY SOILS, SCH, "A- ON SHEET V
U41CH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL THE BEARING
LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 957. OF THE MODIFIED ((N.T.S.))
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557)
4) STEEL SAALL BE ASTM A-615 GRADE 6D STEEL CONFORMING TO ACI 301.
A 313 AND CRSI MANUAL OF STANDARD PRACTICE. LATEST EDITIONS. 1/2*0 GATOR BOLT
5) OUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE PER SHEET I
A MIN. OF. 36 BAR DIAMETERS OR 24". WHICHEVER IS GREATER UNLESS
OT�IERWISE NOTED.
6) THE MIN, CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN.'FOR REINFORCEMENT.
FOOTINGS (TO MAIN REINFORCEMENT)....................3 inches GATORCOUPLIFIR
SLAB ON GRADE......................................................CENTERED TOP PLATE
7) HORIZONTAL BEAM AND FOOTING BARS SVXL BE DENT V-O'AROUND CORNERS OR OF WALLS
CO?NER BARS WITH 2'-0' LAP SHALL BE PROVIDED. RIM JOIST OR BEAM
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT
REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES x
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL.
9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PR)ACTICE FOR
iNSE
S
JK 1 11V
W=R
DETAILING REINFORCED CONCRFfE STRUC TURES, ACI 315 LATEST EDIT10% UNLESS DETAILED uRF LSTA 3(-."Simes 0�;.S-Titop
OTIIERWISE ON-THE STRUCTURAL DRAWINGS. 1/2'2% GATOR BOLT
10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS PER SHEET f
FOR CONCRETE" ACI 313 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR BUILDINGS" ACI 301. GATOR COUPLER CORNER DETAIL POST STRAPPING 0 TOP
MASCNRY 1/2"0 OATOR 13OLTS (MT,S.) I
1/2"0 GATOR BOLTS SPACED SPACED EXPANSION JOINT
I) C NCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-8EARING CONCRETE PER SHEET ADDITIONAL STUD WALL PER SHEET 9 ADDITIONAL RECESS SLAB 3/4"x 10' WIDE
MAtIONRY UNITS. TYPE 1. GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESS(VE STRENGTH 6"x 6" OR 4"x 4' POST
EXP. BOLTS MAY BE NEEDED PER EXP. BOLTS MAY BE NEEDED PER AT GARAGE DOOR GATOR BOLT SYSTEM USE
OF 2000 PSI f M = 1500 PSI ), /—#4 RODS CONI. SHEAR WALL TABLE ON SHEET ff EPDXY GROUT x
SHEAR WALL TABLE 0 SHE%#' F 4" CONC. SLAB W/6x6xlO/t() W.W.F. 6x6xIO/IO W.WF, INSTALLATION INSTRUCTIONS
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE Or TYPE M OR S. �RR�
JP
STUD WALL 1)DETERMINE THE STARTING POINT AND MARK OTHER THE DRILL 6" INTO CONCRETE
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH PC M BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR
IF J-9OLTEr ARE USED OR BOLT LOCATIONS DIRrCTLY
6 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MO. 16 In. D.C.. BxBxiO/10 W.W.F. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS
::4 ARE USED. POST STRAPPING 0 BOTTOM
T 8 MIL. V.B. OVER CLEAN,
WOOD FRAMING WELL COMPACTED TREATED FILL (2)-95 CONT, HOOKED CONCiETE FOOTING (N.T.S.)
2)CORNER LOCATIONS SHALL BE PER DETAIL'L-ON THIS
& TIED AT CORNERS
1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL J_L1 12'�- MIN. 18, SHEET,
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. #4 RODS VERT. ON 48" O.C. & AT CORNERS.
VERT. RODS SHALL BE HOOKED 6' INTO 3)INSTALL COUPLERS,WAsHERS&NUTS WHERE REQUIRED POST STRAPPING
_(. A
T� PER DETAIL"J'ON IHIS SHE�ET AJID PER MANUFACTURER
TOP. FOR HORIZ, REINFORCEMENT. USE
IN HOOKED TURN DOWN SLAB DETAIL BOLT RUN DETAIL (TYP)
FOOTINGS 0 130TTOM AND 12" INTO SLAB (2)-#5 CONT. RECOMMENDAIRON5, TOP & BOTTOM
2) STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES .. TIED AT CORNERS
LLA (N,T.S.) (N.7,S.)
SAWN LUMBER LAM, VENEER LUMBER 7 9 go, HORIZ. JOINT REINFORCEMENT MIN. 18, @ GARAGE
Fb = 1120 PSI Fb - 2,600 PSI -,_u1,_th ON 16" D.C. (MAX.)
1�-L M.
FV - 90 PSI ry = 285 PSI lfl�H
Fel = 665 PSI E - 1,900,000 PSI 4B" (MAX.)
Fe = 1,455 PSI CONSULT EN INEER
E = 1.600,000 PSI BLOCKING Rm'D.
3) ROOF & WALL SHEATHING SHALL BE 7/16- ORIENTAL STRAND BOARDS (OSS) OR BETTER, 2010 101H) CONCRETE FOOTING TURN DOWN SLAE3 DETAIL 2X4 BLOCKING 0 SHEATHING JOINT 20 OUIRIGOER BETWEEN OUTRIGGERS
SPM RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-#5_RO0S CONT. EXCEPT 0 GARAGE 4' FROM GABLE END A a 4al ac --HURRICANE CLIP H-2.5 CONT. 2x4 SCAB FROM TOP TOr
7/t6' STRUCTURAL ROOF SHEATHING U-HANcER OR EQUAL 0 48'O.C. BOTTOM CHORD TO SERVE AS NAI
2x4 LIARGE RAFTER CUNT. FOR X-EIRACING 0 El' O.C. /-PROVIDE CLIP FOR 400 lb%
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY. CONCRETE TYPICAL FOUNDATION DETAIL r — — — — — — — — — — — — — Or LATE
OR SOIL SHALL BE PRE$SURE-TREATED, 6XBX1O/lO W.W.17. x SHINGLE STRIP BOTTOM CHORE)OF COMMON
C.0
TRUSSES 0 24'
FASCIA BOTTOM CHORD OF GABLE
APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED To ASTM I?d NAL, END lRuss
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH
:% as, 0
F,1 I BRACI 0
A-153-80. SCHEDULE A O.C� TOP CHORD OF CABLE END (3) 12d NAILS
&OLFOT EEN OU
"'RRICANI
OR COU AL
2.,4 El.
(2)-#5 RODS CONT.
6) ALL METAL CONNECTIONS AND FABRICATION$ SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. IRUSSOROP 3-1/2- DOUBLE TOP PLATE
FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED*GALVANIZED TO ASTM A-153-80, ROOF TRUSSES STRAPPING SCHEDOLE TO TOP PLATE 2'-o*
OF BEARING WALLS (PRE:-ENGINEERED FRAMING) 2" SCAB CONT. TOP 10 MAX. I
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 130TTOM CHORD 0 8 ft, OPENING
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 D ETAf L FROM GA13LE
INS EAD OF SYP #2. DESIGNATION (IDS) PLATE OR TO STUD TOP PLATES TO FOOTINGS - — — — — — — — — — — — — — — — — — — — - CONIT.2x4 SCAB FROM Top 70 2x4 BLOCKING 0 48"04, BETWEEN
GATOR BOLT SOLE PLATE SHALL BE BOTTOM CHORD 0 X-BRACINQ GASLE END TRUSS AND FIRST
ALL TRUSS ENDS ANCHORED TO SLAB W/ 2x4 SCAB IF VERT (PROVIDE ADDITIONAL 2x4's AT COMMON,TRUSS
EXCEPf oNes 0-520 PRODUCT CODE HCPLR 1/2'0 OATOIt BOLTS SPACED AS 2x4 STUDS 1/2'0 GAtOR 13OLTS SPACED WEB IS NOT PRESENT VERTICAL IF HIGHER'MAN 48'
OUTLINED BELOW 'SEMCO-SIRAP SHOWN ON SHEET 010 TO FORM AN 'L" SHAPE)
SCHTDULE "B" - MISCELLANEOUS FASTENING SCHEDULE a 16" O.C. PER SHEET ADDITIONAL CUNT. 2x4xM'02 SYP, LATERAL
FASTENER NUMBER OR SPACING EXP. BOLTS MAY BE NEEDED PER (3) 12d NAILS(TYFI) 7 CHORD OF BRACE 0 2,yt O.C. ISOMETRIC VIEW
CONM�CTION Bx6XIO/10 W.W.F. SHEAR WALL TABLE ON SHEET # AT X-BRACING 80 TOM (3) 12d NAILS
52t-820 �2)PRODUCT CODE HCPLR 1/2-6 OATOR BOLTS SPACED AS GABLEEND TRUSS SHOWING LATERAL BRACE TO
TOP 01 SOLE PLATE TO STUD, END NAIL 16d COMMON 2 SEMCO-TWISTED STRAP SHOWN ON SHEET#10 -2x4 TOP PLATE GABLE END TRUSS
STUD '0' SOLE PLATE, TOE NAIL 8d COMMON 4 (2)
-PLATFORM FRAMING-
DOUBL-_ STUDS, FACE NAIL Iod COMMON 24'O.C. CUNT. 2x4xB' #2 SYP-J (N.T.S.)
LATERAL BRACE 0
UOUBL. TOP PLATES, FACE MAIL 10d COMMON 16" D.C. 14 0.C- 2x4 STUDS 0 16" O.C,
TOP PATES, LAP AND INIERSECTIONS FACE NAIL 2-16d OR 3-10d COMMON 2 4 BLOCKING 0 24" D.C. CAD FILE NAME
x
(2)-#5 RODS CONT. EIFTNEEN GARLE &FIRST TRUSS LOT Z &OC,�- 27.7 ft.,�o OH
CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C, ALONG EA� EDGE HOPT2(SINGLE PLY)09 E)1/211 GATOA BOLT LOCATW YATHIN
HDPrD(DOUBLE PLY)
821-IDIS POF CENTERLINE OF TRUSS BEARING
HAILED W�[10) Bd CLIP 0 45' D.C., CLIP MUST 4.6
PLYWO)D & PARTICLEBOARD SHEATHING: MON AILS 20' PROVIDE A MIN. 400 lbs OF SHEAR.
j--,7------------ iqR A N TI C, 9 En G H
ROOF _ /16 OR GREATER 8d COMMON 6" D.C. EDGES &
8" O.C. INTERMEDIATE AtSGP3�SEMCO'NAILED TO gn).1/2'0 GAIOR BOLTS THREADED INTO INTERIOR THICKEN SLAB DETAIL MING I(A,�1,
1916-4500 �2 )-led COMMON TWO)SOP3'SEMCO,HOLDDOWN3 PLATFORM FRA q r I , . DRAWING N0.
8d COMMON 6' D.C. EDGES & SS W/ BOLTED TO TOP NOTE: ND DRAWN BY1 AFFIR
WALL - 7/16" OR GREATER NAILS EADN4 GABLE E Own BY:
12" O,C. INTERMEDIATE PLATES W/t/2'd 0AICR SOL75 UN13RACED LENGTH OF X-EIRAONG MAY �N.T.S.)
MISC. FOUNDATION DETAILS NOT EXCEED To f1L. IF LENGTH DOES APPROVED BY. LJG
SEE TRUSS ENGINEERINO BY FQR TRUSS DEsirNAllOrL EXCEED 10 fI., ADDITIONAL SCAB I�REO-D.
to/ok LOUIS BRI
kl�v Ix �3r- SCALE- AS NOTED
I3_W6U_jt9j S 0 SHEETS fl-A o
DATE:
09/27/0'1
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APPROVED
CITY OF ATLANTIC BEACH
APPROVE: D BuJL-E)ING OFFICE
CITY OF ATLANTIC BEACH
PLANNING & ZONING OFFICE
OCT 2 6 Z001 C\�
By cs-uia,
FEKSPECTIVE PAGE
13UILI) SET
DATE:
21'11112 12 M 112 1916 09/27/01
—------ 23:
1/2 3'9 1/2 5'2 1/2
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09/27/01
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