00-0147-009 , .
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_-.. 5T RU T U _Aim i \OTE V
5/8" GO EXT-GRADE OB/32) 1/8" X I" ANCHOR STEEL STRAP WOOD TRUSSES
WITH 10d NAILS 6 4" O.G. AT WRAPPED OVER EACH TRUSS 24" O.C.
• _ �x.�-- ---_ EAVES, ad NAILS ip 6" O.G. AT EE FRAMING PLAN) SEE MANUFACTURER
ALL IuORK SHALL COMPLY WITH .AMERICAN GONGPZETE INS7.ITU7E.AC1-318-95 ' . tS
SOIL STATEMENT: - __ v y_
AND ALL OTNUTR APPLICABLE . CODES AND.REGULATION. DESIGN FOR WIND
' EDGE AND FIELD. x'30 FELT SHOP DRAWINGS
COMPLIES U)/ABCE `1.88. - FOOTNG HAS BEEN DESIGNED TO BEAR ON UNDISTUR3ED NATURAL LIGHT I 1 _ TIN CAPPED s6" O.C. 'AND �2
TAN SAND AND LIMEROCK (BASED ON VISUAL INSPECTION), WITH A / ,1
'ALL MANUFACTURES OF REINFORCING AND 5TRUCTURAL STEEL, PRE-CAST MNIMUN SAFE BEARING CAPACITY OF 2000 PSF- /S `C�LYu - R Pfd` LT :�+iI�APPROVED
DADE
(PRE STRESSED) CONCRETE, ANt) PREFABRICATED WOOD TRUSSES SHALL SHALL MEET THE REQUIREf 1ENT5 OF PARAGRAf N 2404.4 (A) SFB.C. AND t>U 1'I-'pl� ` &Tmq- C A OvFD R. 19 INSULATION
SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL BEFORE AT THE TIME OF CONSTRUCTION, ARCHITECT OR ENGINEER OF RECORD `>'l» ti41� l.,�rt� - BATT OR BLOWN-N
COUNTY PPR
FABRICATION. DIMENSIONS AND LENGTHS OF FABRICATED UNIT$ SHOWN ON SHALL COMPLY WITH PARAGRAPI4 2403.1 (D)OF ST-B.C. t�}J`[D 6'�UGw�«J1 ti IZ
( >.r 18" HOOK TO
SHOP DRAWINGS ARE THE SOLE RESPONSIBILITY OF THE,6ENERAL p TIE-BEAM TOP OF CONCRETE
CONTRACTOR AND ARE TO BE VERIFIED BASED ON ACTUAL FIELD FOOT.INC�S:
==�°�_ 1 TIE BEAM
CONDITIONS. IN THE CASE OF REINFORCING BARS, STRICT ADHERENCE TO
THE BAR PLACING DIAGRAMS/LENGTHS SHOWN ON THE STRUCTURAL WF-8: 8"X 8" CONT.MONOLITHIC CONCRETE THICKENED EDGE WITH 1 -`� . ! METAL DRIP 3" X 3"
DRAWINGS MUST BE FOLLOWED UNLESS OTHERWISE SHOWN BY THE ENGINEER PIA. REIN-. BAR, 3" CLEAR FROM BOTTOM.
�' -� �_� ► I6
_. . .
GAUGE NAILED
ONTRCTOR O ARCHITECT MUST ENGINEER-SUCH PLANS. GENERAL C O
FOR FINAL APPROVAL. WF-16: 16"X 12" CONTINUOJ5 CONCRETE FOOTING WITH 2 CGNT. REINF.
BARB, 3" CLEAR FROM BOTTOM.
l � 112" GYP- BOARD ON METAL
ALL CONCRETE SHALL DEVELOP T
,I q� /-il
HE FOLLOWING; MINIMUM 28-DAY - --h �P - ��I FURRING g 24" O.G. SPRAY FINISH
COMPRESSIVE STRENGTHS UNLESS OTHERWISE 5HOUrN ON THE STRUCTURAL f-
PLANS:
PRECAST 5x000 P.S.I. TB: 8" X 12" CONCRETE TIE BEAN WITH 4 � CONT. AND 4 03 TIES a 17"O.G: I".X 2" P.T. !" x 4" P.T. WOOD
ALL OTHERS ; 3,000 P.S.I. AT CO1�EF�- SAL. F 48."O.G, ADD 2 "5 X 5'-O" LONG BENT AT COF; HERS. WOOD I��� FIRE STOP (TYP)
SHEAR OVER OPENNG, WHEN CONCENTRATE LOAD PRESENT PROVIDE 03 1'
II it 8" X 121, CONCRETE TIE BEAM
SLUMP OF CONCRETE SHALL NOT EXCEED 5 INCHES: A MINIMUM OF 7 TIES 0 5"O.C. WIT✓-J 4"5 CONT. AND 403 TIES
CONCRETE $PECIMENS SHALL BE OBTAINED FROM EArH 50 CUBIC YARDS
2" X 10" WOOD'FASCIA TIES m 12" O.C. AT CORNERS.
OR FRACTION THEREOF AND SHALL BE TESTED ACCORDING TO A.S.TM. G-39.
COI-•.uMN5: FASTENED WITH 2 f�cd -
I'i f3AL. m 48" O.G., ADD 2"5 X
USE REGULAR WEIGHT (145) P.CF.) FOR ALL STRUCTURAL MI_MBERS. SIGNED NAILS EACH TRUSS 5'-O" LONG BENT AT CORNERS.
AND SEALED COPIES WITH THE RESULTS OF SUCH.TESTS SHALL BE i
DELIVERED"TO THE ENGINEER FOR REVIEW. ALL AID1`11XTUREB SHALL BE TD: 1 "5 FDIA. VERTICAL IN GROUTED BLOCK CELL FILLED WITH 3000 p_s. .
APPROVED BY THE ENGINEER PEAROCK CONC. SLUMP 9 s1 . - T N ----
�� �� .�` PEN!NCs, WHEN
E
SHEAR OVER
REINFORCING STEEL SHALL BEG TG: 8" X IV' CONCRETE TIE COLUMN WITH 4 05 VERTICAL BARS AND 3 _� ---_--- GONGENTRATE LOAD PRESENT
_
--Lr STUCCO ON SOFFIT PROVIDE •3 TIES is 5" O.G.
LEAN, DEFORMED BARS OP NEW BILLET PROVIDE SCREEN VENT
STlRR1F'S AT 12"O G. [TYPE EVERY 4'-O" 1/2" DRYWALL ON I" X 2°
STEEL, FREE FROM OIL, SCALE AND RUST, AND CONFORMING WITH A.S.TM• . / �
C� (4-185. (4 x 24"L_.) P.T. WOOD FURRING
A-615 GRADE 60. WELDED WIRE FABRIC SHALL COMPLY WITH A.S.TM.A-185. i
SLA55: le��l
30" SPLICE INSULATION
t i p 41 �.� R-3.0 MAN. NSUL
ALL REINFORGING'BNALL HAVE THE FOLLOWING MINIMUM CONCRETE - •� , !�= l.^�
COVERAGE: 4".CONCRETE SLAB WITH 6" X fc" wtOAO W-WM. OVER 6 MIL. VAPOR
STD.PROCTOR) WITH "" 5/8" STUCCO ON S".
FOOTINGS 3' MEMBRANE ON WELL COMPACTED FILL (951. WOO E
SLABS POURED ON GROUND 1-1/2' DOUBLE WZM NG.AT THE PERIMETER OF FOOTI 30" INTO CONCRETE BLAB NOMINAL CONCRETE BLOCK D BAS
STRUCTURAL SLABS POURED ON GROUND 3' (TYPE UL w a DUROwALL g'6" V FOR FINISH FLOOR
GRADE 5EAMS-...... 3' I� ' "r v?
U EXTENDED 4" INTO TIE
UL= 7
BEAMS AND COLUMNS .-.._...._. 1-1!2' U COLUMN (TYPE TRUSS)
SUSPENDED.: STRUCTURAL SLABS � _ 3/4' MORTAR TYPE'` I - ��"'� "M" OR "S"
_
EXTERIOR CANTILEVER 8LA88 -� I' , ,� , a JY HUG�� - �� � U� x Lyl x x x � a• x •
000ll
%� Iac� 1. 1L5 �,,� QA �4 -� �i FINISSH GRADE
STRUCTURAL STEEL SHALL BE NEW CONFORMING WITH A.8.7M. A-36° WELDING � .,:,�,,_, r �..
ELECTRODES SHALL BE TYPE E--1jVXX. /�` • � . U / .
STRUCTURAL STEEL COLUMNS BNALL COMPLY WITH A.S.T.M. A-500 OR A5.TP1. ` G�'` li 4" GoNGRETE SLAB
A•501. ALL STEEL COLUMNS SHALT. BE FILLED WITH 3,000 P.6.1. PEAROCK ' 1' -. �-, �
J 3 II I1. 6 X 6
w/ -10110• w W.M
CONCRETE. t I '
MECHANICAL COMPACTED FILL
STRUCTURAL STEEL BOLTS SHALL CONFORI"i WITH A.3.TM. A•325. - - _ ___ _ - T 3O t)1 �. J�d�� CONCRETE FOOTING ON
O COMPLY I WITH ASTM A-185
_ 1 r
-q 2
WITH 215 CONTNOUS ,
ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE (N0. 2 OR BETTER) WITH
THE FOLLOWING MINIMUM STRENGTHS: Z=�a.• II I
G1
-�% -fi• -1,x,1 .- (1 -n.T w/mil. .�
ALL 8LAF35 ON GRADE SHALL BE POURED OVER A .006 IN. VUBQUEEN
MEMBRANE ON CLEAN, WELL COMPACTED INORGANIC FILL. ALL COMPACTED 1 ' �t�` ' .>I s"'T �J� _ /�Av TYPICAL WALL SECTION
�t
SOIL SHALL ATTAIN A MINIMUM 95X DENSITY AT OPTIMUM MOISTURE A3 `
�� IIL
/� .. '� SCALE: 314"
DETERMINED BY THE STANDARD PROCTOR TEST. _ � � � ,
BOTTOM OF ALL CONCRETE TIE BEAMS SHALL BE DROPPED OVER ALL
•x I ►T'
3 I►, 11 fit! I
MASONRY OPENINGS (UNLESS A STRUCTURALLY REINFORCED BEAM IS
(�) 3/4"o a 6"F101
fiHOWN) WITH A MINIMUM BEARING OF 8 AT EACH END: PROVIDE 205
ADDITIONAL LONGITUDINAL BARS AND 03 TIES * 12' ON CENTERS Iall
THROUGHOUT OPENING. (4) # 51;f PR36"LG,EM13rGEt7 5-5/P"MIN,INFO EXl5f,CVG C,
9AW OW4 EPDXY 5Y51EM.11� OM9 2 ,$ ,
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING I'
ADEQUATE BRACING AND SHORING FOR ALL STRUCTURAL MEMBERS, WALLS
M G
AND NON-STRUCTURAL MEMBERS DURING THE COURSE OF CONSTRUGTIGN. CA}a4'A"A,47.
WRITTEN DIMENSION$ SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS. : ':- .�. 3d"
GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ACTUAL
CONDITIONS EXISTING AT THE FIELD. IF UNUSUAL OR UNFORESEEN f X15T, ,{,: ; ` WN.:�I.10E �� NEWS ?�°_' --
coNC,r3 I
CONDITIONS A N OUNTEREO�N TI ENGINEER BEFORE G EDINCs I !`- .� ZOl1� 3 Wlb
RE E c o EY ENG ER E PRO E � � ` N�ca�t ��� �f t4.S �.�•� -_--_ __-___ _ _______ � �,
WITH THE WORK
s1 t PEE Exisf, Ana ro�E 1z=�► a AT .: 30
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1 ROOF LOADS:
LIVE LOAD-...�._..,25 PSF z: � '. •' • ` ,
Tp 0 = - DEAD LOAD_ _ _ 30 PSF
NET INT. UPLIFT PSF
FRAMING NOTES:
—� - -- i NET EXT. UPLIFT )t PSF, 'c. • ROOF SWEATING SHALL 5E MIN.5/8" '✓0X(19/37) EXTERIOR G�RADI� : �`
,a PLYWOOD NAILED TO TRUSSES AS FOLLOWS,
I I� �i111 I rG � • UPLIFT Us•LGS, ' + ' ` <s <<t.. ° ' -INTERMEDIATE SUPPORTS: 6 INCHES ON CENTER WITH Sd NAILS.
Nx`,11.5
y� -EXTERIOR PERIMETER: 4 INCHE�T ON CENTER WITH lOd NAILS.
�,� ,�► °� 17� • TRUSS MANUFACTURER SHALL PROVIDE K.INGP05T AT MID FOR
-- - __ _1CP! DIAGONAL GECTIOtS. 7
1 • PROVIDE CONT. 2"X4" DIAGONAL BRACING AT MID5PAN OF TRUSSES. -J
NOTE:
NAIL TO KINGPOST OR VERT. TRUSS MEMBER WITH 2-16d NAILS AT EACH 4-- j
• �`• GROSSING. `
TRUSS M�UFACTURER MUST VERIFY EXISTING MEASUREMENTS AND
CONDITIONS ON SITE. ALSO MUST PROVIDE TRUSS HEEL OR DOG LEG IF • F'ROViDE GOVT. 2"x4" PERMANENT E3.G, BRACING PERPENDICULAR TO
NEEDED. TRUSSES AND NOT TO EXCEED 8'-O" ON CENTER I`�v
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