Paradise Court 611 (2) DATE:
12!12/01
C)
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City of Atlantic Beach
Planning and Zoning Department
This approval verifies compliance with applicable
Zoning, subdivision aind other local land
development regulations, but does not constilute
approval for the Issuance of permits. Compliance
with Florida Building Code and all other applicable
local, State and Federal ipermitting requirements
must be verl,fied by SIV. tr�,Oe of the City of Atlantic
'no Offir, .",
Beach Build r to the issu e of a
Building Permit—. I/
Approved - - :Zr�
NVr Date, o3nont Dire or
NOV38 01INVIV jo A113
FER5FECTIVE PAGE
DUILP SET K\EENE RESIDENCE
17
56 DATE;
< 7- --- 981/2 2,4 la4 1/2 13111/2 ------ 12/12/01
T- 514 571/2 41 41
1 114 5'8
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1-4 z 2.. 4 A A
f W,�LL TO CEILI�*
3-
QD
GATHEWAL GEILJ�G
0FFlCE/13EPROOM/F)iWG KITCI-IEN
ROOM 15'x 104
17,!�x 104
WALL TO 8-5 5JV(USE
FORCH
PRE,�W STUPS AW CkF WITK SCREEr EP LANAI
2X4 LKE PLANT SHELF)
67 x 167 31 ?1/2 211 1/2 24 �-21 — — — — -- — — — — -- — — — — — 77 4 147 u-
in P05 n
5'8 42"KNEEWALL
cl LIVING C) �n
PO4 T 3068
177 x 19'4
1'4 [ \j/
2111/ 210 1/4 j �'l 3/4 119 2Y11 9/16
71/2
FOYER
78 x 5�il
�D PLANT SHELF 110 1/2, 1
Y 1/2 10, 3112 6'a 1013 1/2
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P 1. 710 3171/16
Q
LAUNPKY
STEP UP LfL
It V03 'f
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(NJ 4'1/2
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179 x 14'
17
7,11
cj
GARAGE
2T4 x 174
1101/2
1'61/2
cli GLA55 SHOWER POOP,
�CKM,kt cz CL05ET
(INSTALL F'LYW"Of
AT11C) DEPROOM x4?
411 CN
121 x lo'll P03
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21'b 1/2 54 12'6 54 65 681/2
=-.I< - >1<__5 ........
58'
CONSTRUCTION NOTES: CONSTRUCTION NOTES-
SHOWER POOR IN MASTER 13ATH CULTUREP MAR13LE TOPS IN 13ATHROOMS PAGE
\KIGATION CADINETS OVER WASHER AND PRYER
FULL IP FLOOK FLAN
DUILP SET MICROWAVE FRENCH DOORS GOING INTO OFFICE IN FRONT SCALE: 1/4" 1 FOOT
FULL SEcluKL[y-- CAST IN KITCHE
-ROWSM N WITH WHITE FAUCET
(�?// 4
DATE:
12/12/01
C\l
7or 1
CATHEDRAL CEIW�G F .117"
SLOPE
FROM 8'
OFFICE/L3EPROOM/PINING KITCHEN TO 10,
ROOM
SCREENED LANIAI
CATHEORAL
CENTER VAULT IN
ROOM SLOPE
-FROM 8'
(s)
LIVING TO 10)'
sz
FOYER 10'FLAT CEILING
10'FLAT CEILING
10'FLAT CEILING
r7-
+
LAUNDRY
6'FLAT
MA5TEF W
DORM
HALL
6 FLAT (�ATHEPRAL
GAKAGE TIO 1/2 CEILING
CENTER VAULT IN
ROOM
CLOSET
4- 8'FLAT
BEPROC
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BATH 8'FLAT <
6 FLAf
TRU55E5
DESIGNED <
FOP,ATTIC f
STORAGE I
BATH
b'FLAT DATH
&'FLATT
5LOPE
Ll FROM
----,-TO 10'
LIVING AREA
ROOF FLAN PAGE
13UIL[) SET SCALE: 1/4" 1 FOOT
D AT ff:
12/12/01
D L."
ELECTRIC NOTES: Q-K X, 3
to
CENTER LIGHTS OVER MIRRORS
OFFICEIPEPROOM/PINING KITCHEN
00
- NoT FAUCET5 IN 5ATHROOM 0 .
NO - MIRROR MOUNTEP 0
5GREENED LANAI
OUTLET5 IN DATHROOMS 7L &12
INSTALL GAPAGE POOR
0
OrENEP
MICROWAVE IN KITCHEN i-z n
$$ LIMG
0 $
FOYER
0
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GARAGE W 112
13EPROOM CL05ET
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X\
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LIVING AREA
13,10 5q ft 0
POOR 5CHEPULE--' WINPO T-5-C-HE-D—ULE
N--DER -OT-Y -777—F -7.77—
UM NUW0-ER--Q-TY-- SZE 777—
Poo 1 5068 MARK 50-WRFE MONIAL woo 1 5606 11-6"X 6"i7,LA5513LOCK
Dc—)l i 606a MARK 50-WH-Tff-U0-LONJAL wol 5 3060 MARK 50-MITE COLONIAL
1 16070 PANELEP STEEl,e3-ARAGE POOP,WITH JN5EKT5 W02 2 40-20 " MAKK 50--INH-TE COLONIAL oi3scupE-TEMPERED
P03 2 20458 6- PANEL iNTF-pT6-R---- W03 1 --4368— 6a STEEL O-PANEL 5TEEL W/51DELIGHT
PO4 2 2868 16- PANEL IN-I-ERJOR FIOCKET 80015 12-a"GLA55 3LOCK --
P05 2 2068 6- PANEL INTE�-JOR—FOCKET FW-05 1 2 2060 MARK BU- HTE COLONIAL
P06 3 2868 6-PANEL INTD�—IOR
4068 --—206510-LrrE INTERITRTRIENCH
T6-6-,5—-3--?—A
NEL INTERIOR
PANE-L—SFEEF Df3L—i3opE - PAGE
565 FIRST FLOOR ELECTRICAL
13UIL[) SET SCALE: 1/4" - I FOOT
6� F
FRONT & RIGHT ELEV/\TION,5 DATE:
SC/�LE: 1/4" 1 FOOT
12/12/01
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UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR C0NSTRUCON /� L /���
PROFESSIONAL THAT IS FAMILIAR Y0TH THE HISTORY OF THE SPECIFIC CONSTRUCTION " +v ." ~, 14
SITE, THE' UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2 25 ft' DEEP '
SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE
OFEVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL
DO-- NOT CONTAIN POCKETS OF UNSUITABLE SOILORGANIC SOIL,
UNCONSOLIDATED CLAY, E70.\ THAT MAY CAUSE FUTURE DETRIMENTAL
STRUCTURAL SETTLEK1ENT,
HOWEVER, 0 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH
THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BC}R!NQ5 SHALL
BE RECOMMENDED BY THE SOIL ENG/NEER'
IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED E' 25 ft. DEEP SOIL
B0R/N--~ THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:FOLLOWING:
THE UNDERSIGNED /|.E. ENGINEER) HAS N[) KNOWLEDGE {}F ANY SUBSURFACE
SOIL CONDITION REPORT; l}|US. ALL FOOTINGS ARE DESIGNED AS SHALLOW
FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE
OF 2'000 PSF. /F CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER
THROUGH SOIL REPORT (}}? SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED
SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS
` .E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED
PRIOR TO COMMENCING WITH FOOTINGS WORK. 61"' CAD FILE NAME
J
)�� >
-to I Z.,l 7, TABLE FOR SHEAR WALLS FRAMING
(GROUND FLOOR)
0A f)W, [E-1-11 [HE SHLAR WALLS TAOLE WAS ESTABLISHED ASSUMING 111E FOLLOWING CRITERIA UNLUSS OTIIERWISF
CATHEOKAL CEILING OA
NOIED IN THE TABLE:
:w A� WOOD SHEATING 'TO STUDS NAILING SHALL BE 8d COMMON NAILS.
6(29 FROM 81
ro 10, 6 GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 112" & 5/8" TlIlCK [30ARD
OFFICE/BEPROOM/OINING KITCHEN RESPEC NVELY.
4 t—L L_�r_
C) SOLE PLATE-CONCRETE SIAB ANCHORS SHALL BE 1/2"Ox 10" LONG "J-BOLIS" (A307 STEFL) FOR EXTERIOR WALls
ROOM I I OR 1/2"0 x 7" ADHESIVE ANCHOR E30UTS FOR INTERIOR WALLS.
r 1�j
r-% 2"
50111IIEll LANAI —) I I RE-_Q`D. SINGI-E OR �01FMHING TO SIUDS FLOOR 10 FLOOR
DESIGNA-11ON 9HEATHING DOIJBI.E SIIEAIIIING NAIL SPACING ANUIOR SPACING
CAR-IEPKAL
CFILII,r, OA
CENTER VAULT IN 7/16" OSE3 SINGLE 6" 12" 60" 0,C.
ROOM 5LOrE (Al OCKED)
----FROM a 7/16" OSB SINGLE 4" 12" 60" O.C.
LIVU3 TO 101 (PI OCKED)
Jll
F T
7 41 FOYER 10'FLAT CEILI�G
10'FLATCKll.lW,2 / 'N
10'FLAT CEILING
ZO
cLrum r_:�
ADDITIONAL NOTES:
+ 1) FOR LOCATIONS C[OUDED AS INDICATE LOCATIONS WIIFRE HEADER BEAM SHALL BE
BOLTED P�R DETAIL "B" ON SHIEET #1()
LAUNPRY 2) ALL EXTERIOR WALL OPENINGS OTHER THAN 'THOSE MfNFIONED ABOVE SHALL
BE BOLTED PER DETAIL "E" ON SHEET #10
8'FLAT 3) ROOF TRUSSES SHALL 13E STRAIPPED TO TOP PLATES OF AFARING WALLS AS SHOWN M I
MA51TR PORM SCHEDULE "A" ON SHFEr # 1() .. SFRAPPING WILL BE ADFOUAE TO RESIST SHEAR �ORC�;'S
AcTiNc SIMULTANEOUSLY WITH U)PLIFT FORCES.
6 FLAT CArtiFI)RAL 4) THE ALLOWABLE SHEAR VALUFS; OUTLINED BY FBC--cll FOR ROTH EX-ffRIOR Ac INTFFdOR WAILS
GARAGE HAVE BEFN REDUCFD 13Y 18% FO ACCOMODArE THE U'F. OF #2 sFIF GRADE OF LUMER FOR
110 112 INALL CONSTRUCTION. ALSO THE A[t OWARLE UPL IF T CAPACITY Or At I- METAL S TRAPPINGS THA'I
7 7- AR WAIL HOLDDOWNS AND ro SFUDS OF
CENTER VAULT IN CONNECT STUDS TO 'IOP PLATES;, SHOE PlLAlE. SHE
-LOW HAVE nEEN RMUCED BY FOR THE SA I EA, 0 M- I I D
ROOM FLOOR AROVF OR Bf III E R S N F H I OIN I
ABOVE.
r
e'FLAT Cl OS�T 5) FOR LOCAIIONS CLOUDED AS 02 INDICAlE LOCANUMS INHERE WOOD POSTS SHAtL GE STRAPPED
L
FLAT Al TOP BOT[OM AS SHOINM 0*1 DE TAIL "A" ON SM-l' r
AT
P) &If LAr DATH Ll 13 "k , SIIA�v �1�
T
7`91,1513E5 z I -fv 10
FOP,ATTIC /1" L
5TORAGE
6FLAT DATH
DATH
0 FLAT I I
I I Getieral notes:
Roof pitch sliall be 7 12 0'
vei ings shall be 241"mide (n
FROM a
Z:J) f - I L. Roof trusses shall be pricengineered prefabricated SY11112 wood trusses.
v-
4 `Z) 1 seesheet 910 for Iumber specifications, mailling requirements, c4c.
LIVING AP\EA '-'-'
jv� n /Li"
f)
C-AW'.(FALCLlLJI*
K I F0 N
Imo
r—NX'n i
CANTIV I /`,�—/T-)
(FNTr9VAULTW
store
_�l Y, t
To 1(7
F rl___I
�O R AT GEER6
4 1—1 10,FLAT
7 7—
AL.fliC(
eF;A
mmir.get"
&FLAT
L cvaiz mv in
81 F1 AT
FLAT BATH a,FLAT
CFcv Ep
i-()y i ric
Sl y AGE
&FLAT
a FLAT,
_eLOFE Itch—
FRrm a
T
A-C, NO,
I JVR")ARFA 0 v I'l
-S a 0 v)
_ZYN OY: APFROAD BY'lt7
4._Er-�-0 7
c6v4;v"()tJ APPROVEI) ay: L.JCj
TV P"L4 D tLin f SeAte (N &0�0,0("r
DA rE: I'Ll 0\ LOUIS PIE,
af al SCM.17 AS NOTED OF
�0,ct- IZJ,\ $--I -C)
tl Is(J, SL`e JetzP ejxcv J 0 at-
DESIGN CRITERIA SCHEDULE "C" ROOF RU5 Hooders per sheet roof
trUS5 per Sheet#
LIVE LOADS: RECOMMENDED STUD SIZES AND SPACING
ROOF-1.1- ..................................................200/sq, ft. WALL PLATE HEIGHT STUD SIZE SPACING
W3:LOADS: W-O" THRU W-10" 2x4 I a" k. A.,
WND.VELOCITY (PER SBC-`1997 EDITION).................................100 M.P.H. 10'-0" THRU 14'-D' 2X6 16"
SEISMIC LOAD (PER SOC-1997 EDITION).................�EFFECIIVE PEAK ACCELERATION, Aa<0,05 20 go. 24" long
EFFECTIVE PEAK VELOCITY, Av<0.05 14'-1" 7HRU 13'-6' 20 1 is' twisted strap
GEJERAL STRUCTURAL NOTES: 1LstA'vj'..
19'-0" THRU 22'-0" 2xB 12- 7UD5 Ilis'
1) IT IS THE INTENT OF THE ENOINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 2xlO 12' 1/2*0 GATOR BOLT % IMN14,
R �UIREMENTS OF THE AuTHORITI5S MING JURISDICTION OVER THIS TYPE OF PER SHEET # FCQV8L
CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE THE PLATE HEIGHT REPRESENTS THE VERTICAL
WITH ALL APPLICABLE CODES AND REGULATIONS. UNINTERRUPTED SPAN LENGTH Or THE STUO.
IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS TO SHEAR WALLS DOES EXIST,
THEN THE SCHEDULE SHOWN ABOVE DOES Nor
TO COMMENCING WORK. APPLY.
00ATOR �0(_r
3) C NTRACTOR SHALL PPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS. ANCHORS,
AN LES. PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D"
a[ R[OUIRrD BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS, FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEA NG WALLS
4) T�ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT HE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS)
RE�RODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. JOPENING WIDTH IN FEET
5) ALL DETAILS AND SECTIONS SHOWN ON 1"HE DRAWINGS ARE INTENDED TO BE TYPICAL AND UP TO S-O" J'-I" THRU 6'-Vj 6'-1'�THRU 1('-D" (2)H fT-.4
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK H
LINTEL (3)-249 (3)-2XlO,q
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. (3)-2, 12'
EXTEMOR WALL OPENINGS E. CONCRETE SLAB
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED JAMB USE TWO(2)STUDS OF THE SAVE SIZE AS THESE OF THE WALL BON C:_N�SIDE]RED STRAPPING @ 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 qS'W OF GARAGE DOOR & OTHER LOCAII ILIONCRETE
SLAB
CO IDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. J, C,
THE THREE (3) PLATES MENTIONED ABOVE. ON SHEET #9 OF THE DRAWINGS
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND
STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE P AT:S. .:i
SEDUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING
ER�CfION. , _. , _ ?,e
CO�STRUCTION NOTES: Detail "B", Jamb strapping
M1tLc6_1R_E1_Et PREENCINEERED ROOF TRUSSES De
PREENCINIEIIG ROOF
1) Al� CAST IN PIACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN, OF 300c) PSI GATOR NUT @ top & Bott.
COMP�ESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE,
2) F_ TINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFIC 3,X 3"x I/a" Detail C Jamb strapping
IAL SOIL OR UPON B"R
STRUCTURAL FILL COMPACTED 70 A DENSITY OF AT LEAST 515% OF STANDARD PROCTOR MAXIMUM GATOR WA\S�HER ((N.T.S. top & Bott.
DRY DENSI1Y (ASfM 01557) FORA DEPTH OF AT LEAST ONE FOOT (I ft.) BELOW THE BOTTOM OF THE FOOTING.
HURRICANE STRAPPING PER
I SH
3) BEARING MA7ERAJL� THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, SCH, "A' ON SHEET #1*0
WiIIDI[ WILL REQUIRFO PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING
LEVEL SOIL% AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 957 OF THE MODIFIED ((N.T.S.
PROCTOR MAXIMUM DRY DENSITY (ASTIA 01557)
4) RI INFORCING STEEL SiiALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301,
AC' 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS,
1/2"0 GATORBOLT
5) AIL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE P5R SHEET III
LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS
Of IERWISE NOTED.
6) T!I MIN. CONCRETE COV0 FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT.
FOOTINGS (TO MAIN REINFORCEMENT).....................3 Inches GATOR COUPLER
SLAB ON GRADE........................................................CENTERED TOP PLATE
7) H(RIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0'AROUND CORNERS OR \OF WALLS
00 MER OARS INITH T-O" LAP SHALL BE PROVIDED. RIM JQIS'T OR BEAM
3) CONTRACTOR SHALL PROVIDE SPACERSj CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT
REINFORCINQ STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SHALL HAVE ENDS WHICH ARE PLASTIC-TIPPED OR STAINLESS STEEL.
9) ALI_ Rf.lNrORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR X
DETAILING REINFORCED CONCRETE STRUCTURES Aci 315 LATEST EDITION. UNLESS DETAILED
arHERWISE OWTHE STRUCTURAL DRAWINGS. 1/2"0 GATOR BOLT USE LS1A34:&%tAeS Otis 519hp
10) ALI, CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS PER SHEET #'41
FOR coNcrim"ACI 318 LAIES7 EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR OUILDINGS" ACI 301. GATOR COUPLER CORNER DETAIL POST STRAi�PING @ -rop
MASONR . , 1/2"o GATOR BOLTS SPACED 1/2"o GATOR; BOLTS SPACED I (N-Tr,S,) I (N.T.S,>
1) C NCRErE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-EIZARING CONCRETE PER SHEET #9 ADDITIONAL STUD WALL PER SHEET #C1 . ADDITIONAL EXPANSION JOINT
MAONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN, COMPRESSIVE STRENGTH RECESS SLAB 3/4"x 10" WIDE 6"x 6" OR 4"x 4" POST
OF 2000 PSI ( f ' rn = 1500 PSI ). EXP. BOLTS MAY 89 NEEDED PER #4 RODS CONT. EXP. BOLTS MAY BE NEEDED PER AT GARAGE DOOR GATOR BOLT SYSTEM USE ASU "51fys,
2) MORTAR SHALL CONFORM ED ASTM C270 AND BE OF TYPE M OR S. SHEAR WALL TABLE ON SHEET #9 4" CONC. SLAB W/6x6xlQ W YI.W.F. SHEAR WALL TABLE ON SHEET 9-9 6X6xIO/IO W.W.F. EPDXY GROUT INSTALLATION INSTRUICTIONS
RVE S'
AT GA�
:,'4
STUD WALL 1)DEIE13MINE THE STARIMM POINT AND MARK EITHER 1HE u DRILL 6" INTO CONCRETE
FORM BOARD BOLT LOCA11IONS PRIOR TO CONCRETE POUR
IF'J-DOLTS*ARE USED�OR BOLT LOCATIONS OIRCCTLY
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH
5 in, LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. D.C..
6x6xiD/10 W.W.F. 4 ON THE HARDENED CONIVRETE IF EPDXY ANCHOR BOLTS
a MjL. V.B. OVER CL EAN, ARE USED,
INOOD FRAMING POST STRAPPING @ BOTTam
WELL COMPACTED TFEATED FILL (2)-#5 CONT. HOOKED CONCRETE FOOTING (N.T4)
2)CORNER LOCATIONS SHAL.I.BE PER DETAIL-L-ON -R;IS
TIED AT CORNERS
1) ALL WOOD FRAMING SHALL BE SYP /12 AND INSTALLED PER AITC AND TPI AND NATIONAL #4 RODS VERT. ON 48" 0, '. k AT CORNERS. .- , .--I I . SHEET.
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 12 MIN. a
VERT. RODS SHALL BE H( X"O 6' INTO 3)INSTALL COUPLERS,WASHERS&NUT$WHERE REQUIRCO POST STRAPPING
.z PER DETAIL'J*ON THIS�SHEET AND PER MANVI'ACIM
2) STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: FOOTINGS 0 BOTTOM AND 12' INTO SLAB 13OLT RUN DETAIL (TYP) RECOMMENDATIONS, R's
.. ... I 1 (2)-#5 CONT. HOOKED TURN DOWN SLAB DETAIL TOP & BOTTOM
0 TOP. FOR HORIZ. REINF IRIEMENT, USE & TIED AT CORNERS ..
SAWN LUMBER LAM. VENEER LUMBER 9 go. HOR2. JOINT REfflORCEMENT ty A (N.T.S.) (N.T.S.)
I Fb = 1120 PSI Fts = 2,600 PSI 1!: ON 16" O,C. (MAX.) MIN. 18" 0 GARAGE
Fel = 565 PSI E = 1.900,000 PSI 48" (MAX.) OR
Fe - 1�455 PSI
Fv = 90 PSI Fv - 285 PSI
CONSULT ENCINEER
E = 1,600,000 PSI
.71 ROOF & WALL SHEATHING SHALL BE 7/16' ORIENTAL STRAND BOARDS (OSB) OR OMER, 20"(W)x IU"(H) CONCRETE FOOTING TURN DOWN SLAB DETAIL BLOCKING REO'D.
SPAN RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-#5 RODS CON7. 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUIRIGGER BETWEEN OUTRIGGERS
EXCEPT 0 GARAGE 4' FROM GABLE END LI_ 0 413'QC /-HURRICANE CLIP H-2.6 CONT, 2x4 SCAB FROM TOP TO
7116- STRUCTURAL ROOF SHEATHING HANGER 7 OR EQUAL 0 40'D.C. 80170M CHORD TO SERVE AS NAILER
2X4 8 ANCE RAFTER CONT, FOR X-BRACING 0 8' O.C.
""""`j"
1111VIIN OU
'R
0 ..ICA31
OR EQUAL
2,4 B.
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED W17H MASONRY, CONCRETE TYPICAL FOUNDATION DETAIL — — — — — — — — — — — — —6x6xlO/10 W.W.F.
OR 501L SHALL BE PRESSURE-TREATED. PROVIDE CLIP FOR 400 jos.
TE13 SHEAR
SHINGLE STRIP BOTTOM CHORD OF COMMON
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH TRUSSES 0 24* O.C.
APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPEO GALVANIZED TO ASIM FASCIA UOTrOM CHORD OF OA13LE
A-153-80. 12d NAILS 0 8' O.C, END IRUSS;
4 1 -� ..* .
SCHEDULE "A" , . I 1 20 X-EIRACING
Ir N a 04 TOP CHORD OF GABLE EN0 (3) 12d NAILS
6) ALL METAL CONNECTIONS AND' FABRICATIONS SHALL COMPLY WITH AA.S.C. SPECIFICATIONS. (2)-#5 ROOS CONT. TRUSS DROP 3-1/2'
I I DOUBLE TOP PLATE
FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVANIZED 10 ASTM A-i53-80. ROOF TRUSSES STRAPPING SCHEDIJLE TO TOP PU TE 4-
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. OF BEARING WALLS (PRE-ENGINEERED FRAMING) 2x4 SCAB CONT, TOP 10 MAX.
BOTTOM CHORD 0 8 ft, OPENING
B) GRADE OF W64BER 'TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 IRUSS No. OR UPLIFT TRUSS To Top INTERIOR STEP DOWN DETAIL FROM CABLE
INSIEAD OF SYP #2. DESIGNATION (Ibs) PLATE OR TO STUD TOP PLATES TC FOOTINGS — — — — — — --- — — — — — — — — — — — -
I — - - - -.-- =:— CONI. 2x4 SCAB FROM TOP TO 2x4 BLOCKING 0 48" O.C. REIWEEN
GATOR BOLT SOLE PLATE SHALL HE _,---BOTTOM CHORD 0 X-BRACING GABLE END TRUSS AND FIRST
ALL TRUSS tNDS 1� (PROVIDE ADDITIONAL 2x4's AT
EXCEPT CNES 0 SJ400, 1/2"0 OATOR 13OLIS S AC!D AS VERTICAL IF HIGHER THAN 43-
OUTLINED BELOW 7T5 L 5-r 11, ANCHORED TO SLAB W/ 2x4 SCAD IF VERT COMMON'TRUSS
SCHT.DULE "B" - MISCELLANEOUS FASTENING SCHEDULE TWIST- �Tjzjq , SHOWN ON SHEET 0 2x4 STUDS 1/2"0 GATOR BOLTS SPACED WEB 19 NOT PRESENT TO FORM AN"L' SHAPE)
a 16" O.C. CONT. 200'�2 SI(P. LATERAL
PER SHEET #9 ADDITIONAL BRACE 0�Fq O,C.
CONNECTION FASTENER NUMBER OR SPACING EXP, BOLTS MAY BE NEEDED PER (3) 12d NAILS Of�� CHORD OF
I- BOTTOM ISOMETRIC VIEW
Is 1/2"0 UATOR 13OL IS 5 AC ID AS 6x6xlo/lO W.W,F. SHEAR WALL TABLE ON SHEET # AT X-EIRACING GABLE END 7RUSS (3) t2d NAILS
SOLE PLATE TO STUD, END NAIL SHOWN ON SHEE F j SHOWING LATERAL BRACE TO
SI I 16d COMMON 2 CABLE END TRUSS
0 TE NAIL 4
f9pDot? _n e 0 W P4 S,rvlD�
TO' 8d COMMON (2)-294 TOP PLATE
JU , 0" PP NAIL 10d COMMON 24' D.C.
DOUBL STUDS� ACE -PLATFORM FRAMING-
TOP PLATES, FACE NAIL 10d COMMON 161, D.C. 85 W1 Ll T I C,o". CONT. 2X4x&' 42 SYP
'r IES, LAP AND INTERSECTIONS FACE NAIL - -18d OR 3-10d COMMON LA7ERAL BRACE 0 2X4 STUDS 9 10' O.C.
US HEADER, TWO PIECES 16d COMMON 16* O.C. ALONG FA, EDGE ti SA M &T,' 2x4 BLOCKING 0 24' 0. CAD FILE NAME
BETWEEN OABLIE &FIRST TRUSS
�&T'i I`UO #5 RODS CONT. LOT (o
PLYWC)D & PMTIg�FL0ARjjHEATHING: 71c�bowp CLIP 0 4W' D.C.. CLIP MUST
14 55 PROVIDE A MIN. 400 Ibs OF SHEAR.
ROOF 7116" OR GREATER Bd COMMON 6" O.C. EDGES & -
8` O.C. INTERMEDIATE h G"T-1 A I INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING H S O-A U0 04., FL DRAWING NO.
WALL 7/16" OR C13FATER 8d COMMON 6' O.C. EDGES & ..r GABLE END DRAWN BY* APPROVEDRY
NOTE: L.-
12" O.C, INTERMEDIATE 6485 (N.T.1)
UNBRACEO LENGTH OF X-BRAGINO MAY
MISC. FOU ' A�� APP owo,ov. LJG
4- !iEE IRUSS ENOINErRiNo ey ALPINC FOR TRUSS DESIGNATIOM NDATION DETAILS ,,( c, NOT EXCEED 10 It., IF LENGTH DOES SHEET NO.
EXCEED 10 ft., ADDInONAL SCAB Iq REO'D. OAIE2 A R PZ
(N.T.S,
lu—I CA 4�p SCALE: AS NOTED 0 1 I'D or