00-0147-010 S�'i�UG`CUi�,4L NOT E5 &TRUCTURAL LEGEND
I 8/8'• GD EXT-GRADE (19/32) WOOD TRUSSES
l/8" X I" ANCHOR STEEL STRAP
"60.0TRUSS O.C.
WITH fOd NAILS �+ 4 AT WRAPPED OVER EACH
EAVES, 6d NAILS s O.C. AT
(SEE FRAMING PLAN)
SEE MANUFACTURER `
ALL UJORiG SHALL COMPLY WITH AMERICAN CONGf`?ETE INSTITUTE AG1-,318-95 ' . SHOP DRAWINGS
SOIL STATEMENT: _� -_
AND ALL OTHER APPLICABLE_ CQDES ANp REGULATION. DE51CsN FOR WEND
EDGE AND FIELD. *30 FELT
COMPLIES W/ABLE 1.88, FOOTIIW, HAS BEEN DESIGNED TO BEAR ON UNDISTUR3ED NATURAL LIGHT �1 11 "
TAN SAND AND LIMEROCK (BASED ON VISJAL INSPECTION), WITH A r) y�Q - TIN GAPPED �6 O.G. 'AND L2
/S 'LY7/4 ....��� s� —__—�_ A�P>� l.T vil*IS DADE
ALL MANUFAGTURE.B OF REINFORCING AND STRUCTURAL -STEEL, PRE-CAFT t'1M1MUN SAFE BEARING CAPACITY OF 2000 PSF. COUNTY APPROVED R: 19 (NSULAT[ON
(PRE STRESSED) CONCRETE, ANC) PREFABRICATED WOOD TRUSSES SHALL SHALL MEET THE REQUIREMENTS OF PARAGRAPH 2404.4 (A) 6F.B.C. AND 11,:pwe—
__.
SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL BEFORE AT THE TIME OF CON5TRJGTION, ARCHITECT OR ENGINEER OF RECORD L7� 6'1�`i-b!._ L�,t1� OR BLOWN-IN
FABRICATION. DIMENSIONS AND LENGTHS OF FABRICATED UNITS SHOWN ON SHALL COMPLY WITH PARAGRAPH 2403.1 (D)OF SF.B.C. ,d}��p F,-n}G�j�ti{�ti1 ; 12
` 18" HOOK TO
`- ` TOP OF CONCRETE
SHOP DRAWINGS ARE THE SOLE RESPONSIBILITY OF THE•(SENERAL ��� TIE-BEAM
CONTRACTOR AND ARE TO BE VERIFIED BASED ON ACTUAL FIELD FOOTINGS: TIE BEAM
CONDITIONS. . IN TI-4E CASE OF REINFORCING BARE STRICT ADHERENCE TO
THE BAR PLACING DIAGRAM&LENGTHS SHOWN ON THE STRUCTURAL WF-8: 8"X_8" CONT. MONOLITHIC CONCRETE THICKENED EDGE WITH 105 �. METAL DRIP 3" X 3"
DRAWINGS MUST BE FOLLOWED UNLESS OTHERWISE SHOWN BY THE ENGINEER DiA. RE11�'F. EAR, 3" CLEAR FROM BOTTOM. `` �_ 26 GAUGE NAILED
ON OUCH PLANS. GENERAL CONTRACTOR OR ARCHITECT MUST ENGINEER
FOR FINAL APPROVAL.
WF-16: 16"X 1?" CONTINUOJS CONCRETE FOOTING WITH 2 GONT. REINF. `' --� --- I - " O.G.
BARS, 3" CLEAR FROM BOTTOM. __`__ -. _- -k I/2" GYP. BOARD ON METAL
ALL CONCRETE SHALL DEVELOP THE FOLLOWING MINIMUM 28-DAY ( !4 FURRING w 24" O.G. SPRAY FINISH
COMPRESSIVE STRENGTH$ UNLE$$ OTHERWISE SHOWN ON THE 6TftCTURAL BEQM5:
PLANS:
1" x 4" P.T. WOOD
` PRECAST 500 p•g•1• T.B.- 8" X 1 2" CONCRETE TIE Bi=A"i WITH 4 � CONT. ANJ 4 V3 TIES 0 l?"O.G. I". X 2" P.T. I
ALL OTHERS f " WOOD I��U FIRE STOP (TYP)
_ 3,000 P.O.I. AT CORNERS. SAL. 48''C•.C, ADD 2 'S X 5'-0" LONG BENT AT GONERS, g" X 12" CONCRETE TIE E3EAM
SHEAR OVER OPENING, WHEN CONCENTRATE LOAD PRESENT PROVIDE #3 i ! j
SLUMP OF CONCRETE SHALL NOT EXCEED 5 INCHES. A MINIMUM OF T TIES a 5"O.C. ' WITH 4+5 CONT. AND 4r3 TIES
CONCRETE SPECIMENS SHALL BE OBTAINED FROM EACH SID CUBIC YARDS � ,� ��
2 X 10 WOOD FASCIA ,.,,TIES,' 12" O.C. AT GOR�tERS.
OR FRACTION THEREOF AND SHALL BE TESTED ACCORDING TO A,S.T.M. C-39. �I` : FASTENED WITH 2s'l�Cd 7JIES1ffi`2" C:OF; 't�'s'Xt
USE REGULAR WEIGHT (.145) P.GFJ FOR ALL STRUCTURAL MEMBERS. SIGNED COLUMNS: I ( l NAILS EACH TRUSS >r _ NT AT GOR�iERS.
AND SEALED COPIES WITH THE RESULTS OF SUCH.TESTS SHALL. BE 1
DELIVERED"TO THE ENGINEER FOR REVIEW, ALL ADMIXTURES SHALL BE T�: 1 '5 DIA. VERTICAL IN GROUTED BLOCK CELL FILLED WITH 3000 p.s.i. If I D LONG BE
f! SHEAR OVER OPENING, it HEN
AI°PROI/EO BY THE ENGINEER PEDROCK CONC. SLUMP S" 11". _._._ --_.�1+� -------- -I_v_�.. —______—.__..-- __-- -----_—_--
CONGENTRATE LOAD PRESENT N
REINFORCING STEEL SHALL BE GLEAN, DEFORMED BARS OF NEW BILLET TG: 8" X 1?" CONCRETE TIE COLUMN WITH 4 'S VERTICAL BARS AND 3 _�
--�� STUCCO ON 50FF1T pROvIDE 03 TIES � 5" O.G. �
6TiRRaP5 AT 12"O.C. (TYP> PROVIDE SCREEN VENT 1/2" DRYWALL ON 1" X 2"
STEEL, FREE FROM OIL, SCALE AND RUST, AND CONFORMING WITH A,3.TM. .
A-615 GRADE 60. WELDED WIRE FABRIC SHALL COMPLY WITH A.$.TM EVERY 4'-O".A-185. (4-"tl�x24"U.) P.T. WOOD FURRING
ALL REINFORCING"6HALI. HAVE THE FOLLOWING MINIMUM CONCRETE --
COVERAGEs � �� " �� � r 1 �_ 30" -SPLICE
FOOTINGS 4 .CONCRETE 5i.AB WITH 6 X 6 '10/10 WWJ'I. OVER 6 MIL. VAPOR R-3.0 MIN. INSULATION
SLABS POURED ON GROUND 3' MEMBRANE ON WELL COMPACTED FILL C55f. STD-PROCTOR), WITH - 5/8° STUCCO ON 8 WOOD BASE
STRUCTURAL SLABS POUREp ON GROUND 3 DOUBLE W.WM. AT THE PERIMETER OF FOOTING 30" INTO CONCRETE SLAB NOMINAL CONCRETE BLOCK
' (TYP> t7�b ^ W/"S DUROWALL 1916" V. I FOR FIN15H FLOOR
GRADE BEAMS � E-' EXTENDED 4 INTO TIE
3'
BEAMS AND COLUMNS COLUMN (TYPE TRUSS)
SUSPENDED STRUCTURAL SLAB 3/4' '' � I MORTAR TYPE "M" OR EXTERIOR CANTILEVER BLABS w 1'
X x x x
STRUCTURAL STEEL SHALL BE NEW CONFORMING WITH A.S.TM, A•36. WELDING ,
FINISH GRADE
ELECTRODES SHALL BE TYPE E--IpXX. I � c-
�-
STRUCTURAL STEEL COLUMNS SHALL COMPLY WITH A.S.t,M. A-5IDID OR A 3.TM. -� �--,...�_`"-�� , "---_.�� I�A� 4" CONCRETE SLAB
e// ,i
A•5(dl., ALL STEEL COLUMNS SHALL BE FILLED WITH 3,000 P,B.f. PEAROGK � W!6" X 6"-10/10 W_W1"t. f
CONCRETE.
1 16" X 10" A ON MECHANICAL COMPACTED FILL
STRUCTURAL STEEL BOLTS $HALL CONFORM WITH AATM. A-325. I-VT 30 W. �
CONCRETE FOOTING a TO COMPLY WITH-'ASTM A-185
Nk, 37 S 12 � �"� :t' WITH 205 CONTfNOUS �
ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE (NO, 2 OR BETTER) WITH _ -� �
HtLTI 'P11.!5 _
THE FOLLOWING MINIMUM STRENGTHS: I�TD�I�,r.�.• _
BENDING tt,,�•
. 1,0�d0 P.S.I. `j'I� ��1� ', � •
1 W�'�' tv
ALL SLABS ON GRADE SHALL BE POURED OVER A ,a06 1N. VISQUEEN �� �Z - �
MEMBRANE ON CLEAN, WELL COMPACTED INORGANIC FILL, ALL COMPACTED t}}L'1- yu S ��� ���� WALL �� ( ®�
SOIL SHALL ATTAIN A MINIMUM 95� DENSITY AT OPTIMUM MOISTURE AS 1 ' }„
7 °� � INTO �Cllzzt, SCALE: 3/4" : 1'-D"
DETERI`11NED BY THE STANDARD PROCTOR TEST. _ r n f
BOTTOM OF ALL CONCRETE TIE BEAMS SHALL BE DROPPED OVER ALL
MASONRY OPENINGS (UNLESS A STRUCTURALLY REINFORCED BEAM 15
SHOWN) WITH A MINIMUM BEARING OF 8' AT EACH END. PROVIDE 205
ADDITIONAL LONGITUDINAL BARS AND 03 TIED * 12' ON CENTERS ��1� � 11 �
THROUGHOUT OPENING. - ---
a
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE BRACING AND SHORING FOR ALL STRUCTURAL MEMBERS, WALLS
AND NON-STRUCTURAL MEMBERS DURING THE COURSE OF CONSTRUCTION.
WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS. ,
GENERAL CONTRACTOR SHALL VERIFY ALL (DIMENSIONS AND ACTUAL ' n
CONDITIONS EXISTING AT THE FIELD. IF UNUSUAL OR UNFORESEEN
CIONDITI WORK ARE ENCOUNTERED NOTIFY ENGINEER BEFORE PROCEEDING �� — -- --�~- — ----- — ��,t�j{• ., i� ±s �,(�•� Za( S Wtd
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ROOF LOADS:
LIVE DEAD LOAD��0 PSF
NET iNT. UPLIFT - P5;= __ _ K FRAMING MOTES:
NET EXT. UPLIFT_ - F';iF, _ • ROOF SHEATIWz SHALL 3E MIN,5/8" COX(19/32) EXTERIOR (SRADE , ) 1
= � PLYWOOD NAILED TO TRUSSES AS FOLLOWS:
fiG ai}l I (III® �� i T-G ? �1 uG�LIFT C.d,LGS,: * ' R r ,'�► -INTERMEDIATE SUPPORTS: 6 INCHES ON CENTER WITH 8d NAILS.
XT R!O PERIMETER, 4 INCHE£� ON CENTER WITH 10d NAILS. fn V
EE R V
To
1 1► 1 ' TRUSS MANUFACTURER SHALL PROVIDE KINGPOST AT MIDSPAN FOR
__ .__.� �.._�� I S _ - DIAGONAL CONNECTIONS. � •U'
10 ' PROVIDE CONT. 2"X4" DIAGONAL BRACING AT MjoSPAN OF TRUSSES.
MOTE: NAIL TO KINGPOST OR VERT. TRUSS MEMBER WITH 2-16d NAILS AT EACH
CROSSING. -
TRUSS MANUFACTURER MUST VERIFY, EXISTING MEASUREMENTS AND
CONDITIONS �-
ON SITE. ALSO MUST PROVIDE TRUSS HEEL OR DOG LEG IF *.PROVIDE CONT. 2"x4" PERMANENT B.C. BRACING PERPENDICULAR TO
NEEDED. TRUSSES AND NOT TO EXCEED 8'-0" ON CENTER
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