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SKIDDING DIMENSIONS SHAUL BE DONE PRIOR TO THE CONSTRUCT ION OF ANY PREFABRICATED OR IN DIRECT CONTACT WITH MAREAURY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE
DBULCONEINTS. CONTRACTOR SMALL COORDINATE AND VERIFY UP SIZE LOCATION,TYPE, AND TREATED TO RESIST DECAY TO A LEVEL FACED FOR THE SPECIFIC APPLICATION PA
DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, FLUXES, ANCHORS, INSERTS, OPENINGS, NOTATE TREATED WOOD SHALL GANDY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE WIND LOADS:
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,A ES TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT OR MASONRY APPLICATIONS. POOR AS TOP OF SLAB PLATES AND LEDGERS WIND SPEED = IF I
REGULAR INSPECTION AND MANTENANCE OF WOOD, WOOD BASED AND METAL PRODUCTS USED AS pE 0 A
THERE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY. CHARLES P IN OUTDOOR OR OTHER CORROSINEE ENVIRONMENT$ OR APPLICATIONS IS NECESSARY FOR WIND EXPOSURE::: AD
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DIGIACOMO ASSUMES NO LIABILITY FOR CONTRACTC)ABUILDER WORK AND INSPECTION DF SUCH CONTINUED, LONG TERM PERFORMANCE LE It U
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COULATRACTORS ARE RESPONSIBLE FORTHE MEANS AND METHODS DF CONSTRUCTION AND SHALL El ZZ g
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DO TMEDR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS ENMINATED VENEER LUMBER (GOLD) SHALL NlVE A EXTREME FIBER STRESS IN RENDING OF 2950 NOT REQUIRED BY CODE. = LA K 9
COUTTRACTOR SHAUL DESIGN AND INSTALL ALL TEMPORARY AMONG REQUIRED TRY STABILIZE PSI MIN. AND 2,10`6 PSI MODULUS OF ELASTICITY MIN. LOD ;IP w
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NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONS INDICTION ISCOMPLETE ATTACH 2 PLY FVL WITH (3) ROPIRE OF 131 G GUN NAILS 12- CAC� EACH FACE. U N 0 BUILDING CATEGORY. II T u,
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PLARW VOID TPELEVE MONTHS AFTER DATE OF SEAL MR UPDATING TO CURRENT CODES AND ATTACH 3 AND 4 PLY PAT WITH (2� ROWS 01 1/2 DIA SULTS 12 0 A U.NP INT. PRESSURE COME IOUENCLOSED 'P F- I
PRACTICES APPLICABLE AT THATTIME U 0 LA
FASTEN BUILT UP BEAMS OF 2 NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN, (2) ROWS
FOUNDATION COMPONENT AND CLADDING WALL OPENING PRESSURES Do
OF 131V3 GUN NAILS 6 0 C DOE ROW NEAR TOP EDGE AND DNE NEAR BOTTOM.
FOUNDATION HAS BEEN DESIGNED FOR A NON-EXPANSIVE MINIMUM SOIL BEARING CAPACITY OF OPENING SIZE (SQ, MEET PRESSURE PAT
2000 PSI. OWNERSCONTRACTFOR ASSUME ALL RESPONSIBILITY AND ASSOCIATED RISKS 0_10 131, 41
REGARDING OBTAINING A SOIL INVESTIGAION. (APPEALED CONTRACTOR DECK AND STAIR HPANDRAILD91TRINGER DESIGN AND ATTACHMENT TO BE 10 so +29, 38
NITUACCOR SMALL OBTAIN A SOIL SUBMITTED FOR APPROVAL ANDSPLUS CHANGES BEFORE CONSTRUCTION.
BEARING CAPACITY AND SAITABLILLIFY GF SUBSURFACE CONDITIONS REPORT FROM A so too +26, -35 u
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REGISTERED GEOTECHNICAL ENGINEER ALL REQUIREMENTS FOR SHE PREPARATION AND SOIL ATTACH 2 PLY 2 NOM WOOD STUID CLUSTERS WITH 131 13' GUN NODDED 6 0 C. EACH FACE
COMMACTION SPECIFIED IN THE SOILE REPORT SHALL BE FOLLOWED ATTACH ADDITIONAL PLIES WITH 131 13A GUN NAILS 6 0 C, UP TO 4 RUES UNLESS NOTED
GRAVITY LOADS
FOROUTINGS AND SLAB SHALL BEAR UPON UNDISTURBED SOIL OR FI-L COMPACIPED TO A DENSITY OTHERWISE ON PLANS MIN CROONING OF ROUGH CARPENTRY SHALL BE PER CODE RECU2 ROOF FLOOR
AT PAPAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY EARTH 1) 1557), FILL qNFATHT" TOP CHORD LIVE 2D PAT 40 ME DIG
SHARD BE TREATED WITH TERMITE POISON BEFORE SLAS IS PLACED OR OTHER MEANS OF WALL SHEATHING TOP CHORD DEAD 7 FUSIF 10 ABC ce z
i!" T PROTECTING STRUCTURE FROM WDOS MUSTBE INSTRALLEDATA 1AHRUATE �XPMURI ARA RATED, ENSURING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD
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AT A- PC EDGES AND 12' PLC, TOO BLOCK ADD PANEL EDPEO GARRAGE DUCH SHALL MEET A MINIMUM DESIGN LOAD Z
He SHAWL BE 2500 PSI IF 28 DAYS REINFORCING STEEL SHALL COMMAND TO ASITH! A615 GRADE 40
�k. LONGITUDINAL REINFORCEMENT IN WALLS AND ROCTINGS SHALL 13E CONTINUOUS AT CORNERS
5/16 UARD[ PANEL MAY BE SUBSTITUTED FOR ARA RATED SHEATHING ON ALL EXTERIOR WALLS OF 25B ME AND -28S ED AC >
AND OFTERVERESHOURS MATCHING CORNER RUNS SHALL BE USED MINIMUM FOR OF REINFORCING ATTACH MARDI PANEL SHEATHING TO ALI WOOD SUPPORTS W/.091 , 225 No LY
10 DEAD LOADS ARE SUPERIMPOSED. ct� U
A SHAUL BE 40 BAR DIAMETERS, BID NOT LESS THAN IRS, RING SHANK, 1.5 LONG NAIL OFFICES AT 4 0 C. EDGES AND S' OT FIELD
A" CONCRETE SLABS ON GRADE SHALL BE 4 MIN. THICKNESS OVER MIN 6 MIL POUTICAPENE BUICK ALL PANEL EDGES
VAPLARESPIRRIER SUCH MAPS SHALLRE REINFORCED WITH FIBER MESH REINFORCEMENTYMPTH
ROOF SHEATHING ABBREVIATIONS AT
A MIN. 2 FIBER LENGTH AT (1) LOAD COMPLYING WITH ASTM-C I U6, IN LIEU OR IN EAMSUR1 ARA RATED, SHEATHRUG OR STRUCTURAL 1, PLYWOOD OR ORIENTED SIDUAND BOARD ARCH. AR(JU I ED I SIMP. SIMPSON STRONG TIE <
CGINHUNTION WITH FIBER MESH REINFORCEMENT ARE W1 411.4 WISH LAPPED 8 AT EDGES AND (SAN) SPAN RATING MGT LESS THAN 24/161 THICKNESS NOT LESS THAN ALL 0 N 0. OR COE, BOTTOM OF FOOTING S IN SHORT WAY
ENDS CONFORMANCE WITH ACTS A 185 SET CENTERED IN SLAB, OTHERWISE REQUIRED BY ROOF COVERING MANUFACTURERS REQUIREMENTS. COURT CONTINUOUS 1 0 C -TOP OF CURB FRO
DIA. DIAMETER T 0 G TOP OF GRADE
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FINISH TWO OR i.OA IMP OF STEEL
SINGLE CUP ALL PANEL EDGES KERNELS SHALL BE INSTALLED CONTINUOUS OVER F.F.E. FINISHED FLOOR TYR-IMPICALL
EXPURSID SCABS OR SCABS TP) RECEIVE FLOOR FINISH. NON SUP BROOM FINISH FOR EXTERIOR MME SPANS WITH STAGGERED END JOINTS. WHERE SINGLE SPANS ARE REQUIRED BLOCK
WALKER, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY I- DEEP SAW CUT CONTROL)OINDS PANELS AT 12' PC ELEVATION UJI 0. UNLESS NOTED D ETE 5 14 2012
ORIGRINATING AT CORNERS AND APPROX 12 BIG' GRID THROUGHT WAR WITHIN 12 MRS OF I W -LONG WAY
OTHERWISE
SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACT 315 DETAILING W-WITH
SANDAL MIN CONCRETE COVER FOR REINFORCEMENT SHALL BE FLOOR SHEATHING MIN. MINIMUM WDOMOGE, DESTROYING SARUCUKAL CONS
f CLONCRETE CAST AGAINST EARTH 3' EXPOSURE I ARA RATED TONGUE ARNO UKUUIC SHEATHING OR STRUCTURAL, I PLYWOOD OR 0 C ON CENTER ORGANISM AND SMITICATICTS
CAREER CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2' ORIENTED STRAND BOARD (OSS). SPAN RATING NOT LESS THAN 4N/24, THICKNESS NOT LESS P.T. PRESSURE TREATED WAS WITH OUT
OMAN 23/32- JAC. OR OTHERWRIEV REQUIRED BY FLOOR COVERING MANUFACTURERS SIM. SIMILAR IS MOM WELLED WIRE FABRIC
UNTERUM SCENE, WALL 3/4' REQUIREMENTS PANELS MAY BE ALLIED TO AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISE 111111G11U,
GUR IS NOT REQUIRED ATTACH WITH MIN Too NAILS AT 6' D.C. EDGES AND 6' OG. FIELD DR kFA INC.INDEX
SI PINURTILIDALNUET,
ASTER ERE �DWJTH END MITCIFIC ATIONS
MARY
MAE ED L BE IN ACCORDANCE WITH AGE 5DVAS(G SPUME 402 MASONRY GANCHORS SHALL BE INSTAL IMPSON STRONG�TE CO HIGH STRENGTH EPDXY
At $NENRY WORK SWAT S-1
BUILDING CODE SET OR 'AT ADHESIVE ALL ANC40RS SHAUL HAVE A MIN. 1 3/4' EDGE OF CONCRETE TO CENTER 11-RUNDSKIN PLAN
l OF ANCHOR EDGE DISTANCE WHO MIN, 7 EMBED U N 0. INSTALL PER MANUFACTURERS WRITTEN V21 PLEAD pLPCj
CONCRETE MASONRY UNITS SHALL BE ASTIR C9D-75 HOLLOW LOAD BEARING CONCRETE MASONRY INSTALLATION PROCEDURES SH 2 CDCr I RN P�F�' - 9
UNITAX, 7PPE 1, GRADE ALI, NORMAL WEIGHT, WITH AMIN COMPRISSIONSTREINGTHOW2000 PSI c� sw i
1 5 F M�ISDO PSI, DO NOT INSTALL THREADED RODUP IN DIRECT CONTACT WITH TREATED LUMBER. AN EPDXY ED V3 2 MTNL1(�
FILLED GAP OF LIVE OR GREATER SUIALL BE N AINTAINED AT INTERFACE I I I FOR,
BUCHAN SHALLCONFORM MARGIN C270TYPE A
DIG
USE COMMON WIRE NAILS OF STARNEARE) UUMTH PER ADS EYES. U N 0. INSTALL FASTENERS
GROUT WHEN SPECIFIED, SHALL CONFROM IRS ASTM C 476 WITH MIN 28 DAY COMPRESSIVE WITHOUT SHIFTING WOOD. Y
3/8 SIZE AGGREGATE, PROVIDE A SLUMP .0 A
v 1 1 LE COPY 4P H."
STRENGTH OF 30GO PSI GROUT SHALL HAVE MAX
METAL FRAMING ANCHORS IB 5 0
L I BEIVISEEN 8 AND II'
r PROVIDE FRAMING ANCHORS OF"RE AND DOE INDICATED GN DRAWINGS MANUFACTURED BY I
HOLIPPREAU CONCRETE MASONRY ONUS SHALL BE LAID WITH BULL MORTAR COVERAGE ON HOPES. SIMPSON STRONG TIE CO. INC. U IN 0- FASTEN ACCORDING TO MANUFACTURERS WRITTEN
1 0 bpy
f CONNECDORS OR IN CC
AND VERTICAL FACE CELLS AND WEBS SPECIFICATIONS. EXPOSED RESTALL FRAMING ITH CHERUBIC I C
HOT DIPPED 1)FOR CODE CO CE STATE OF I W
MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE Z MAX I I OFA I
HORECONTALMINTREINF, AFT16 OXC, INA�CMUWALLS MIN VERTICALREINF OF44 AT GALVANIZED, STAINLESS STEEL PRE OTHERVASE RATED BY THE MAN OR FOR 0V FRE
AP'.
48 Q A , HILL ALL REST CELLS WITH GROUT COMPATIBILITY WITH?THE APPLICATION AMMONIA PRESERVATIVE ED R TMENTOCZ I CB I KP
t REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS PERIN F RAJEAD 0 10
BRICKI VENEER SHALL BE INSTALLED WITH MINI AIRSPACE AND MIN. 9 GA WIRETIESOR22US STAINLESS STEEL AND ZINC PLATME) FASTENERS MAY NOT BE COMBINED. USEONDSTAINL A mom
if I Di IPP`
GA BY AB CORRUGATED STEEL AT 16 0 C WEEPHOLES SHALL BE LOCATED ABOVE UNSLING STEEL FASTENERS WITH STAINLEGNS STEEL CONNECTORS USE ONLY ZINC PLATED DEFICITS c PE INTALChIC,
L AT 34- O.0 ED 2 T1 PTIFRAD
WITH ZINC NOTED CONNECTORS