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<br />DOOR SCHEDULE
<br />KEY SIZE
<br />1 2' -6" x 6' -8" x 1.75"
<br />3 2'4" x 7' -0' x 2.25" w/
<br />2'4" x 2' -0" x 2.25"
<br />4 9' -0" x 8' - 0"
<br />WINDOW SCHEDULE
<br />KEY MANUFACTURER
<br />A Sierra Paciffic
<br />WDH-2460-1
<br />B Sierra Pacific
<br />13024 -1
<br />C reinstall owners' windows
<br />D Sierra Pacific
<br />WDH- 3060 -1
<br />Provide white screens and hardware, folding cranks, and tempering
<br />as required by code.
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<br />OPERATION ROUGH OPENING REMARKS
<br />C .-tiNep
<br />OPERATION
<br />Dutch swing
<br />swing
<br />transom
<br />over head
<br />2'- 0.75" x 5' -0.5"
<br />2'- 6.75" x 2'-035"
<br />2' -6.75" x 5' -0.5" • . : wd, exterior, clea
<br />insul. glass, low -E,
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<br />,IS x 3 -. 21$ 1- 4a cL4 - r i sut..
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<br />_ P E LI S /I.C. C ILLS
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<br />L. 6x4 x MI6 1-I/ 14 '( 4, II
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<br />REMARK
<br />solid wood, paneled to match other interior doors
<br />solid wood, full glass panel, insulated, lo E, temp.
<br />insulated metal, paneled to match existing
<br />over head doors
<br />wd. exterior, clear interior
<br />insul.,low -E glass, tempered
<br />: wd, exterior, clear interior
<br />insul. glass, Low -E,
<br />interior
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<br />STRUCTURAL STEEL
<br />1) ALL STRUCTURAL STEEL BEAMS, ANGLE A ND PLATES SHALL BB ASTM.
<br />. A36, FABRICATED AND 14 CONFORMANCE WITH LATEST ASTM
<br />SPECIFICATIONS. CONNECTIONS SHALL BE 3/4" DIAMETER A325 BOLTS,"
<br />2) STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE
<br />PRIMER. STEEL EXPOSED TO EARTH SHALL RECEIVE AN ADDITIONAL 2
<br />COATS OF COAL TAR. PAINT.
<br />3 ) ALL WELDING SHALL BE PERFORMED WITH E74XX ELECTRODES, BY
<br />CERTIFIED WELDERS.
<br />D) WOOD
<br />1) DESIGN AND FABRICATION SHALL CONFORM TO NATIONAL DESIGN
<br />SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS,
<br />LATEST EDITION, AND A.I.T.C. DESIGN SPECIFICATIONS.
<br />2) DIMENSION LUMBER SHALL BE DOUGLAS FIR/LARCH, GRADE 2 OR
<br />BETTER. GLUED LAMINATED BEAMS, IF USED, SHALL BE GRADE 24F.
<br />MICROLAM BEAMS SHALL BE AS MANUFACTURED BY TRUS -JOIST
<br />CORPORATION OR APPROVED EQUAL, AND SHALL HAVE A MINIMUM
<br />UNFACTORED BENDING STRENGTH OF 2600 PSI. LSL BEAMS TO HAVE A
<br />MINIMUM UNFACTORED BENDING STRENGTH OF 1700 PSI
<br />3 WOOD FLOOR SHEATHING SHALL BE 3/4" NOMINAL T &G
<br />DESIGNATION 48/24. ROOF DECK SHALL HAVE DESIGNATION 40/20.
<br />4) NAILING OF WOOD STRUCTURE SHALL CONFORM TO TABLE 2304.9.1
<br />EXCEPT AS INDICATED ON THE DRAWINGS.
<br />5) CONNECTIONS SHALL BE AS SUPPLIED BY SIMPSON STRONG TIE OR
<br />APPROVED EQUAL, ALL RAFTERS AND TRUSSES SHALL BE ANCHORED TO
<br />WALLS WITH HURRICANE TIES..
<br />6) FLOOR JOIST SHALL BE AS MANUFACTURED BY TRUS -JOIST
<br />CORPORATION OR APPROVED EQUAL.
<br />7) EXTERIOR SHEATHING; SHALL BE 7/16" O.S.B. NAILED AT FOLLOWS:
<br />A) EDGES: 8d NAILS 6" O.C. OR STAPLES AT 4" O.C.
<br />B) INBOARD: 8d NAILS @ 12" O.C. OR 12 GAGE STAPLES 4" O.C.
<br />SHEATHING SHALL BE LAPPED OVER FLOOR FRAMING ONTO WALL STUDS
<br />A MINIMUM OF 12 ". DO NOT USE RIBBON BOARD AT SECOND FLOOR.
<br />GENERAL (
<br />I) • GRADING AROUND BUILDING SHALL INSURE POSITIVE DRAINAGE AWAY
<br />FROM THE BUILDING, A MINIMUM OF 1 FOOT IN 10 FEET.
<br />2) USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL
<br />AND MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF WALLS,
<br />PARTITIONS, OPENINGS,AND OTHER FEATURES.
<br />3) ALL DESIGN AND CONSTRUCTION DETAILS SHALL CONFORM WITH THE
<br />PROVISIONS OF THE SOILS REPORT.
<br />4) ALL HOLES REQUIRED FOR PLUMBING OR HEATING SHALL CONFORM TO
<br />I.B.C. AND TRUSS MANUFACTURER'S RECOMMENDATIONS.
<br />5} IF THE STRUCTURAL ENGINEER, AS A CLAIMANT OR A DEFENDING PARTY,
<br />IS AT ANY TIME A PARTY TO LITIGATION INVOLVING ANY CLAIM
<br />RELATED TO THE WORK DESCRIBED ON THESE DRAWINGS, AND SHOULD
<br />CLAIMANT NOT PREVAIL SUBSTANTIALLY AGAINST THE DEFENDING
<br />PARTY IN SUCH LITIGATION, ALL LITIGATION EXPENSES, WITNESS FEES,
<br />COURT COSTS, AND ATTORNEY FEES INCURRED BY THE DEFENDING
<br />DESIGN CRITERIA
<br />1) LIVE LOADS
<br />A) EARTHQUAKE ZONE
<br />B) WIND
<br />C) FLOORS
<br />D) SNOW
<br />CONCRETE
<br />1) ALL CONCRETE SHALL BE MADE WITH SAND AN
<br />AND SHALL ATTAIN A MINIMUM 28 DAY UNCONF
<br />STRENGTH OF 3000. PSI. CONCRETE IN CONTACT
<br />TYPE II CEMENT IF RECOMMENDED BY SOILS EN
<br />CONCRETE DESIGN IS IN ACCORDANCE WITH ACI
<br />CONCRETE SHALL MEET ALL REQUIREMENTS OF
<br />FOR STRUCTURAL CONCRETE FOR BUILDINGS.
<br />3) REINFORCING SHALL BE ASTM A615, GRADE 60, DETAILED AND
<br />SUPPORTED IN ACCORDANCE WITH LATEST ACI DETAILING MANUAL.
<br />NUMBER 5 BARS IN WALL MAY BE GRADE 40
<br />4) HORIZONTAL WALL REINFORCING SHALL BE CONTINUOUS AROUND ALL
<br />CORNERS AND STEPS. MINIMUM LAPS SHALL BE 24" MINIMUM. PROVIDE
<br />SUFFICIENT TIES TO SUPPORT BARS AGAINST DISPLACEMENT WHEN
<br />PLACING CONCRETE,
<br />CLEARANCES FOR REINFORCING:
<br />A) ` SLABS ON EARTH; FOOTINGS: 3"
<br />B) WALLS 11/2"
<br />NO BACKFILL SHALL BE PLACED AGAINST CONCRETE WALL UNTIL
<br />FLOORS AND SHEAR WALL ARE IN PLACE , AND BASEMENT SLABS
<br />POURED, UNLESS ADEQUATE BRACING OF THE WALLS ARE INSTALLED TO
<br />PREVENT MOVEMENT.
<br />7) FOR ALL OPENING AND STEPS IN THE WALL PROVIDE 2 - #5'S OR 3 - #4'S
<br />AROUND ALL OPENINGS. EXTEND BARS 24" PAST EDGE OF OPENING.
<br />8) FORMED CONTROL JOINTS IN SLABS SHALL ENCLOSE A MAXIMUM OF 15
<br />SQUARE FEET, OR LESS IF SO RECOMMENDED BY. SOILS ENGINEER.
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<br />11omph, exp
<br />40 PSF
<br />30 PSF
<br />E) EXTERIOR DECKS 60 PSF
<br />2) . CODE USED IN DESIGN: INTERNATIONAL BUILD
<br />EDITION.
<br />3) ALLOWABLE SOIL BEARING PRESSURE = 2,000 PS
<br />C (3 Second Gust) 1151
<br />G CODE, 20
<br />GRAVEL AGGREGATE
<br />D COMPRESSIVE
<br />ITH SOIL SHALL BE OF
<br />INEER.
<br />UILDING CODE ACI -318.
<br />CI 301 - SPECIFICATIONS
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