|
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING
<br />CONSTRUCTION. THE CITY OF SANTA ANA AND STRUCTURAL ENGINEER
<br />SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.
<br />2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT
<br />DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW
<br />AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE
<br />START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE
<br />BROUGHT TO THE ATTENTION OF THE CITY OF SANTA ANA AND
<br />STRUCTURAL ENGINEER PRIOR TO START OF CONSTRUCTION SO THAT A
<br />CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH
<br />THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE
<br />CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO
<br />EXPENSE TO THE OWNER OR STRUCTURAL ENGINEER.
<br />3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER
<br />GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN,
<br />CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
<br />4. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT
<br />THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF
<br />CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
<br />NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
<br />MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING
<br />FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION
<br />VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE
<br />INSPECTION OF THE ABOVE ITEMS.
<br />5. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST
<br />REVISION.
<br />6. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED
<br />ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER
<br />SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE
<br />STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
<br />7. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS DUE
<br />TO NOT FULLY LOCATING EXISTING UTILITIES.
<br />8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING
<br />CONDITIONS IS BASED ON AVAILABLE KNOWLEDGE OF EXISTING
<br />STRUCTURE. CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING
<br />CONDITIONS RELATIVE TO THE SCOPE OF THIS PROJECT. WHERE ACTUAL
<br />CONDITIONS ARE NOT IN ACCORDANCE WITH THE DRAWINGS PROVIDED,
<br />THE CITY OF SANTA ANA AND STRUCTURAL ENGINEER SHALL BE NOTIFIED
<br />IMMEDIATELY. CONTRACTOR SHALL ALIGN FOR SUFFICIENT BUDGET AND
<br />SCHEDULE CONTINGENCY TO ADDRESS EXISTING HIDDEN CONDITIONS.
<br />9. ALL DEMOLITION SHALL BE PERFORMED IN SUCH A WAY AS NOT TO
<br />DAMAGE THE EXISTING STRUCTURAL ELEMENTS THAT ARE TO REMAIN IN
<br />THE FINISHED STRUCTURE. ANY PORTIONS OF STRUCTURE TO REMAIN
<br />THAT ARE DAMAGED DURING DEMOLITION SHALL BE REPLACED AT NO
<br />ADDITIONAL COST. EXISTING STRUCTURAL ELEMENTS SHALL BE
<br />PROTECTED TO THE FULLEST EXTENT POSSIBLE, IN ORDER TO MITIGATE
<br />DAMAGE. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND
<br />REPLACEMENT OF ALL EXISTING STRUCTURAL ELEMENTS THAT ARE
<br />NECESSARY FOR THE COMPLETION OF ALL NEW WORK.
<br />1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE
<br />FOLLOWING CODES:
<br />2022 CALIFORNIA BUILDING CODE AND LATEST REVISIONS
<br />REFERRED TO HERE AS "THE CODE", AND ANY OTHER REGULATING
<br />AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK,
<br />INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND
<br />THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS.
<br />2. DESIGN LOADS:
<br />LIVE LOADS:
<br />ROOF 20 PSF REDUCIBLE
<br />KPFF WILL PROVIDE STRUCTURAL OBSERVATION SERVICES AS DEFINED IN THE
<br />CODE. SITE VISIT REPORTS WILL BE SUBMITTED IN WRITING TO THE OWNER'S
<br />REPRESENTATIVE, SPECIAL INSPECTOR AND THE BUILDING OFFICIAL. PERIODIC
<br />STRUCTURAL OBSERVATIONS WILL BE MADE AT SIGNIFICANT CONSTRUCTION
<br />STAGES AS DEFINED BELOW. THE STRUCTURAL OBSERVATION WILL CONSIST OF
<br />A VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL
<br />CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL
<br />OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE
<br />INSPECTIONS REQUIRED BY THE CODE. THE CONTRACTOR SHALL PROVIDE KPFF
<br />WITH A CONSTRUCTION SCHEDULE AND (5) WORKING DAYS NOTICE SO THAT
<br />THE OBSERVATION VISITS CAN BE PLANNED IN ADVANCED.
<br />SITE VISITS
<br />1. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER FIVE (5) WORKING
<br />DAYS PRIOR TO THE FOLLOWING CONSTRUCTION MILESTONES:
<br />PLYWOOD ROOF DIAPHRAGM FRAMING:
<br />AFTER PLACEMENT OF NAILING AND/OR SCREWS, TENSION TIES AND
<br />STRAPS PRIOR TO PLACING OF ROOFING MATERIAL.
<br />2. FAILURE TO NOTIFY THE CITY OF SANTA ANA/ENGINEER OF ANY
<br />CONSTRUCTION MILESTONES MAY RESULT IN CONTRACTOR HAVING TO
<br />REMOVE WORK FOR THE PURPOSE OF REVIEW AT THE CONTRACTOR'S
<br />EXPENSE.
<br />1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, VISUALLY GRADED OR
<br />MACHINE GRADED UNDER THE STANDARD GRADING RULES, NO. 17 OF THE
<br />WEST COAST LUMBER INSPECTION BUREAU. ALL FRAMING MEMBERS SHALL
<br />BE AS FOLLOWS:
<br />USE GRADE
<br />2x4 TOP PLATES DF STUD
<br />2x4 STUDS ( ≤ 10'-0"), 2x4 BLOCKING DF STUD
<br />2x4 STUDS ( > 10'-0") DF NO. 2
<br />2x6 TOP PLATES DF NO. 2
<br />2x6 STUDS ( ≤ 10'-0"), 2x6 BLOCKING DF STUD
<br />2x6 STUDS ( > 10'-0") DF NO. 2
<br />6x BEAMS AND POST DF NO. 1
<br />ALL OTHER SAWN LUMBER DF NO. 2
<br />2. ALL NEW WOOD BEARING ON CONCRETE OR MASONRY IN DIRECT CONTACT
<br />WITH EARTH SHALL BE PRESSURE TREATED DOUGLAS FIR IN ACCORDANCE
<br />WITH CODE SECTION 2303.1.9 AND 2304.12. ALL CUTS, HOLES & NOTCHES BE
<br />TREATED WITH A PRESERVATIVE APPROVED BY THE STRUCTURAL
<br />ENGINEER.
<br />3. FASTENERS FOR PRESSURE-PRESERVATIVE TREATED WOOD SHALL BE HOT-
<br />DIPPED ZINC COATED GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR
<br />COPPER PER CODE SECTION 2304.10.5.
<br />4. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE DOUGLAS FIR STANDARD
<br />GRADE STRUCTURAL I WITH EXTERIOR GLUE CONFORMING TO THE LATEST
<br />EDITION OF PS 1 UNO. ALL STRUCTURAL COMPOSITE SHEATHING SHALL BE
<br />DOUGLAS FIR STANDARD GRADE STRUCTURAL I WITH EXTERIOR GLUE
<br />CONFORMING TO THE LATEST EDITION OF PS 2 UNO. ALL PANELS SHALL
<br />BEAR LEGIBLE DFPA STAMPS.
<br />5. ALL ROOF SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO
<br />FRAMING UNO. ALL SHEATHING SHALL BE APPROVED BY THE BUILDING
<br />INSPECTOR BEFORE COVERING.
<br />6. UNLESS NOTED OTHERWISE, ALL WOOD SILL PLATE UNDER BEARING,
<br />EXTERIOR, OR SHEAR WALLS IN CONTACT WITH CONCRETE OR MASONRY
<br />SHALL BE BOLTED TO CONCRETE OR MASONRY WITH 5/8"Ø ANCHOR RODS
<br />W/ 7" MIN CONCRETE/MASONRY EMBED AT 6'-0" OC FOR STRUCTURES TWO
<br />STORIES OR LESS AND 4'-0" OC FOR STRUCTURES OVER TWO STORIES IN
<br />HEIGHT BEGINNING AT 4" MIN AND 12" MAX FROM EACH END OF THE PLATES.
<br />7. ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD
<br />MEMBERS SHALL BE PROVIDED WITH 2"x2"x3/16" STEEL PLATE WASHERS
<br />UNO. ALL ANCHOR BOLTS FOR SHEAR WALLS SHALL BE PROVIDED WITH A
<br />3"x3"x0.229" MIN STEEL PLATE WASHER UNLESS NOTED OTHERWISE.
<br />8. ALL NAILS FOR CONNECTING WOOD MEMBERS SHALL BE COMMON NAILS.
<br />MINIMUM NAILING REQUIREMENTS OUTLINED IN TABLE 2304.10.1 SHALL BE
<br />FOLLOWED UNLESS NOTED OTHERWISE.
<br />9. RETIGHTEN BOLTS BEFORE CLOSING-IN.
<br />10. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE
<br />DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE
<br />STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT. THE APPROVAL IS
<br />SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING
<br />WILL NOT BE APPROVED IN 5/16" SHEATHING. IF NAIL HEADS PENETRATE THE
<br />OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF
<br />MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE
<br />PERFORMANCE WILL BE DEEMED UNSATISFACTORY.
<br />11. ALL WOOD HARDWARE CONNECTORS SHALL BE SIMPSON STRONG-TIE
<br />UNLESS NOTED OTHERWISE.
<br />12. PROVIDE FULL DEPTH BLOCKING AT 4'-0" OC BETWEEN ADJACENT JOISTS
<br />UNDER ALL PERPENDICULAR PARTITIONS. PROVIDE DOUBLE JOIST UNDER
<br />ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE.
<br />13. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, CONDUIT, ETC.
<br />UNLESS SPECIFICALLY NOTED OR DETAILED FOR SUCH ALTERATIONS.
<br />14. ROOF SHEATHING SHALL BE INSPECTED PRIOR TO PLACING INSULATION AND
<br />ROOFING.
<br />15. SOLID BLOCKING (2x MIN) SHALL BE PLACED BETWEEN JOISTS OR RAFTERS
<br />AT ALL SUPPORTS.
<br />16. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554. ALL BOLTS SHALL
<br />CONFORM TO ASTM A307.
<br />17. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL
<br />BOLT DIAMETER. (THIS INCLUDES HOLES FOR ANCHOR RODS IN SILL PLATE).
<br />18. JOIST CONNECTIONS SHALL BE SIMPSON 'LUS' UNLESS NOTED OTHERWISE.
<br />19. ALL POST CONNECTIONS LOCATED DIRECTLY ON CONCRETE SHALL BE
<br />SIMPSON 'CB' UNLESS NOTED OTHERWISE.
<br />20. FILL ALL NAIL HOLES OF WOOD CONNECTION HARDWARE (STRAPS,
<br />HANGERS, ETC.).
<br />1. THE MANUFACTURE AND FABRICATION OF STRUCTURAL GLUE-LAMINATED
<br />TIMBER SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE
<br />AMERICAN NATIONAL STANDARD / AMERICAN INSTITUTE OF TIMBER
<br />CONSTRUCTION "STRUCTURAL GLUE LAMINATED TIMBER" (ANSI/AITC A190.1).
<br />2. ALL GLUE-LAMINATED MEMBERS SHALL BE DOUGLAS FIR COMBINATION
<br />24F-V4. ALLOWABLE STRESS REQUIREMENTS ARE AS FOLLOWS:
<br />Fbxx = 2400 PSI (TENSION IN TENSION ZONE)
<br />= 1850 PSI (TENSION IN COMPRESSION ZONE)
<br />Fc┴= 650 PSI
<br />Fc//= 1650 PSI
<br />Fv = 265 PSI
<br />Exx = 1.8x 106/
<br />3. THE MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE
<br />ARCHITECT/ ENGINEER FOR APPROVAL PRIOR TO ANY FABRICATION.
<br />4. PROVIDE CAMBERS AS NOTED ON THE DRAWINGS.
<br />5. TEMPERATURE OF GLUE-LAMINATED TIMBER IS NOT TO EXCEED 150°F IN
<br />SERVICE.
<br />6. GLUE-LAMINATED MEMBERS SHOWN ON THESE PLANS ARE FOR DRY
<br />CONDITIONS OF USE. WHERE GLUE-LAMINATED MEMBERS ARE EXPOSED TO
<br />WEATHER, THE EXPOSED MEMBERS SHALL BE PRIMED AND PAINTED.
<br />7. GLB CONNECTIONS SHALL BE SIMPSON 'HGLT, HGLS' UNLESS NOTED
<br />OTHERWISE. EXTERIOR CONNECTIONS SHALL BE STAINLESS STEEL, HOT
<br />DIPPED GALVANIZED, OR PRIMED AND PAINTED.
<br />1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED
<br />BY AN APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH
<br />THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
<br />(LATEST EDITION), AND WITH CHAPTERS 17 AND 22 OF THE CODE.
<br />2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM
<br />DESIGNATION AS INDICATED BELOW (UNO):
<br />ANGLES, CHANNELS, PLATES, BARS,
<br />CONNECTION PLATES, AND MISC A36
<br />BOLTS F3125, GRADE A325
<br />TWIST-OFF TYPE BOLTS F3125, GRADE F1852
<br />3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP
<br />DRAWINGS OF ALL STEEL TO THE CITY OF SANTA ANA AND
<br />STRUCTURAL ENGINEER'S REVIEW AND APPROVAL BEFORE
<br />FABRICATION.
<br />4. BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER
<br />THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED.
<br />5. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN
<br />CONCRETE, MASONRY OR SPRAY ON FIREPROOFING, OR ARE
<br />ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED.
<br />6. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING FILLER
<br />METALS TO MATCH MATERIAL STRENGTH (UNO). ALL WELDS SHALL
<br />BE IN CONFORMITY WITH THE PROJECT SPECIFICATIONS AND THE
<br />CODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1 LATEST
<br />REVISION) OF THE AMERICAN WELDING SOCIETY. SEE SPECIAL
<br />INSPECTIONS SECTION FOR WELDING INSPECTION REQUIREMENTS.
<br />USE OF E70T-4 WIRE IS NOT PERMITTED.
<br />7. WHERE FABRICATION OF STRUCTURAL, LOAD-BEARING OR LATERAL
<br />LOAD-RESISTING MEMBERS OR ASSEMBLIES IS BEING CONDUCTED
<br />ON THE PREMISES OF FABRICATOR'S SHOP, SPECIAL INSPECTION OF
<br />THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION,
<br />EXCEPT WHERE THE FABRICATOR HAS BEEN APPROVED TO
<br />PERFORM WORK WITHOUT SPECIAL INSPECTIONS IN ACCORDANCE
<br />WITH SECTION 1704.2.5.1 OF THE CODE.
<br />8. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE
<br />LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT
<br />INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED IN AISC
<br />360-16 SECTION J2.2b.
<br />9. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL
<br />SHALL BE HOT DIP GALVANIZED AFTER FABRICATION.
<br />10. THE SPECIAL INSPECTIONS FOR STEEL ELEMENTS OF BUILDINGS AND
<br />STRUCTURES SHALL BE AS REQUIRED BY SECTION 1705.2 OF THE
<br />CODE AND CONSTRUCTION DOCUMENTS.
<br />EXCEPTIONS:
<br />SPECIAL INSPECTIONS OF THE STEEL FABRICATION PROCESS SHALL
<br />NOT BE REQUIRED WHERE THE FABRICATION PROCESS FOR THE
<br />ENTIRE BUILDING OR STRUCTURE DOES NOT INCLUDE ANY WELDING,
<br />THERMAL CUTTING OR HEATING OPERATION OF ANY KIND. IN SUCH
<br />CASES, THE FABRICATOR SHALL BE REQUIRED TO SUBMIT A DETAILED
<br />PROCEDURE FOR MATERIAL CONTROL THAT DEMONSTRATES THE
<br />FABRICATOR'S ABILITY TO MAINTAIN SUITABLE RECORDS AND
<br />PROCEDURES SUCH THAT, AT ANY TIME DURING THE FABRICATION
<br />PROCESS, THE MATERIAL SPECIFICATION AND GRADE FOR THE MAIN
<br />STRESS-CARRYING ELEMENTS ARE CAPABLE OF BEING DETERMINED.
<br />MILL TEST REPORTS SHALL BE IDENTIFIABLE TO THE MAIN STRESS-
<br />CARRYING ELEMENTS WHERE REQUIRED BY THE APPROVED
<br />CONSTRUCTION DOCUMENTS.
<br />ADHESIVE ANCHORING SYSTEMS
<br />1. ADHESIVES USED FOR SETTING DOWELS AND ANCHORS SHALL BE IN
<br />CONFORMANCE WITH ASTM C-881, TYPE IV. ACCEPTABLE MANUFACTURERS
<br />FOR ADHESIVES ARE AS FOLLOWS:
<br />MASONRY:
<br />HILTI HIT-HY 100 (ICC ESR-3574)
<br />SIMPSON SET (ICC ESR-1772)
<br />CONCRETE:
<br />SIMPSON SET-XP (ICC ESR-2508)
<br />HILTI HIT-RE 500-SD (ICC ESR-2322)
<br />HILTI HIT-HY 200 (ICC ESR-3187)
<br />2. ANCHORS OR DOWELS EMBEDDED IN ADHESIVES SHALL BE INSTALLED PER
<br />THE MANUFACTURER'S INSTRUCTIONS.
<br />3. HOLES RECEIVING ADHESIVE ANCHORS SHALL BE PREPARE PER
<br />MANUFACTURE'S RECOMMENDATION PRIOR TO APPLYING ADHESIVE.
<br />4. HOLES DRILLED INTO REINFORCED CONCRETE OR MASONRY SHALL NOT
<br />DAMAGE OR CUT EXISTING REINFORCING STEEL. LOCATE EXISTING
<br />REINFORCING STEEL AND/OR TENDONS USING NON-DESTRUCTIVE METHODS
<br />PRIOR TO DRILLING.
<br />5. ALL ANCHORS INSTALLED WITH ADHESIVES SHALL HAVE CONTINUOUS SPECIAL
<br />INSPECTION IN ACCORDANCE WITH THE EVALUATION REPORT (ICC-ER) AND
<br />CODE SECTIONS 1705.3 AND 1705.4.
<br />6. ADHESIVE ANCHORS SHALL NOT BE INSTALLED IN THE UNDERSIDE OF FLOORS
<br />OR ROOFS.
<br />THE FOLLOWING DESIGN ELEMENTS WILL HAVE A DEFERRED
<br />APPROVAL. THE CONTRACTOR IS RESPONSIBLE TO SUBMITTING DESIGN
<br />OR SHOP DRWAINGS TO THE CITY OF SANTA ANA FOR REVIEW AND
<br />APPROVAL. THE DRAWINGS SHALL BE COORDINATED WITH THE CITY OF
<br />SANTA ANA AND ENGINEERS DRAWINGS. THE DESIGN SHALL, AT A
<br />MIMIMUM, COMPLY WITH THE BUILDING CODE. THE TIME TO COMPLTE
<br />THE PROCESS SHALL BE INCORPORATED INTO THE CONTRACTORS
<br />SCHEUDLED.
<br />WEATHER PROTECTION, WATERPROOFING, ROOFING, SIDING,
<br />MECHANICAL, ELECTRICAL, PLUMNBING REPAIRS AND/OR
<br />REPLACEMENT ARE BY OTHERS AND SHALL BE CONSIDRED DIFERRED
<br />APPROVAL ITMES, IF REQUIRED.
<br />N
<br />I
<br />R
<br />No. S3866
<br />Exp. 3/31/26
<br />G
<br />T
<br />R
<br />E
<br />TATSS
<br />E OFILACFO
<br />UCTURA
<br />R
<br />L
<br />R
<br />STEREDP L
<br />OFESSIONA
<br />N
<br />ER
<br />AI
<br />E
<br />ENGI
<br />WILLI
<br />H.THORP
<br />................
<br />.
<br />.
<br />.
<br />...............................
<br />.
<br />.
<br />.
<br />...............
<br />E
<br />AM
<br />18400 Von Karman Ave., Suite 600
<br />Irvine, CA 92612
<br />O: 949.252.1022
<br />F: 949.252.8082
<br />www.kpff.com
<br />PRINCIPAL CIVIL ENGINEER
<br />PRINCIPAL CIVIL ENGINEER RCE NO.:
<br />RCE NO.:
<br />FILE NO.:
<br />CITY OF SANTA ANA
<br />PUBLIC WORKS AGENCY
<br />REVISIONS REFERENCES
<br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED
<br />CONSTRUCTION COMPLETED:
<br />www.DigAlert.org
<br />TWO WORKING DAYS
<br />BEFORE YOU DIG
<br />Underground Service Alert
<br />NOTICE TO CONTRACTOR
<br />of Southern California
<br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT
<br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS
<br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO
<br />WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
<br />KPFF OC STRUCTURAL ENGINEER
<br />DATE
<br />DESIGNED: DRAWN: CHECKED:
<br />RECOMMENDED FOR
<br />CONSTRUCTION:
<br />REVIEWED FOR
<br />CONSTRUCTABILITY:
<br />PREPARED UNDER
<br />THE SUPERVISION
<br />OF:
<br />STEVEN DILLON 05/13/2024
<br />Know what's below.
<br />before you dig.Call
<br />R
<br />PR
<br />O
<br />J
<br />E
<br />C
<br />T
<br />
<br />N
<br />O
<br />.
<br />
<br />2
<br />3
<br />0
<br />0
<br />5
<br />5
<br />3
<br />:
<br />
<br />P
<br />R
<br />O
<br />J
<br />E
<br />C
<br />T
<br />
<br />T
<br />I
<br />T
<br />L
<br />E
<br />:
<br />
<br />S
<br />A
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />
<br />Z
<br />O
<br />O
<br />
<br />T
<br />IC
<br />K
<br />E
<br />T
<br />
<br />B
<br />O
<br />O
<br />T
<br />H
<br />FA-07161
<br />S0.1
<br />SDGY
<br />1801 E. CHESTNUT AVE, SANTA ANA, CA 92701
<br />SANTA ANA ZOO TICKET BOOTHMW/MV
<br />GENERAL NOTES
<br />GENERAL NOTES
<br />DESIGN CRITERIASTRUCTURAL OBSERVATION WOOD NOTES
<br />GLULAM NOTES
<br />STRUCTURAL STEEL NOTES
<br />ADHESIVE ANCHORAGE SYSTEM NOTES
<br />SHEET 2 OF 7
<br />DEFFERED APPROVAL
<br />1. THE MANUFACTURE AND FABRICATION OF STRUCTURAL GLUE-LAMINATED
<br />TIMBER SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE
<br />AMERICAN NATIONAL STANDARD / AMERICAN INSTITUTE OF TIMBER
<br />CONSTRUCTION "STRUCTURAL GLUE LAMINATED TIMBER" (ANSI/AITC A190.1).
<br />2. ALL GLUE-LAMINATED MEMBERS SHALL BE DOUGLAS FIR COMBINATION
<br />24F-V4. ALLOWABLE STRESS REQUIREMENTS ARE AS FOLLOW S:
<br />Fbxx = 2400 PSI (TENSION IN TENSION ZONE)
<br />= 1850 PSI (TENSION IN COMPRESSION ZONE)
<br />Fc┴= 650 PSI
<br />Fc//= 1650 PSI
<br />Fv = 265 PSI
<br />Exx = 1.8x 106/
<br />3. MEMBERS LEFT EXPOSED TO WEATHER SHALL BE ALASKA YELLOW CEDAR
<br />20F-V12 AC/AC COMBINATION. FINISH OF THE MEMBERS SHALL BE
<br />INDUSTRIAL APPEARANCE GRADE UNLESS NOTED OTHERWISE IN
<br />CONFORMANCE WITH THE STANDARD APPEARANCE GRADES OF THE AITC.
<br />4. THE MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE
<br />ARCHITECT/ ENGINEER FOR APPROVAL PRIOR TO ANY FABRICATION.
<br />5. PROVIDE CAMBERS AS NOTED ON THE DRAWINGS.
<br />6. TEMPERATURE OF GLUE-LAMINATED TIMBER IS NOT TO EXCEED 150°F IN
<br />SERVICE.
<br />7. GLUE-LAMINATED MEMBERS SHOWN ON THESE PLANS ARE FOR DRY
<br />CONDITIONS OF USE.
<br />8. GLB CONNECTIONS SHALL BE SIMPSON 'HGLT, HGLS' UNLESS NOTED
<br />OTHERWISE.
<br />9. FOR CANTILEVERED MEMBERS, PROVIDE 24F-V8 FOR DOUGLAS FIR OR
<br /> 20F-V13 AC/AC FOR ALASKA YELLOW CEDAR.
<br />106 PSI
<br />DOUGLAS FIR GLB MEMBERS SHOWN ON THESE PLANS SHALL BE
<br />PRIMED AND PAINTED. ALASKA YELLOW CEDAR NEED NOT BE PAINTED.
|