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INTENT:
<br />FALL PROTECTION ANCHOR LAYOUT AND INSTALLATION PLAN ONLY. THIS IS NOT A COMPLETE PERSONAL FALL
<br />PROTECTION SYSTEM,
<br />CODE:
<br />LOADS:
<br />WOOD:
<br />2015 INTERNA T TONAL BUILDING CODE (IBC)
<br />ANCHOR DESIGN LOAD (18004 WITH 2X FACTOR OF SAFETY) = 3600# PER OSHA 1910.140, 1926.502
<br />1. ALL NAILS MAY BE COMMON NAILS EXCEPT AS NOTED. USE HOT DIPPED GALVANIZED NAILS INTO ALL PRESSURE TREATED LUMBER AND EXPOSED
<br />LOCATIONS.
<br />2, ALL NAILING TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE TABLE 2304.9.7 UNLESS NOTED OTHERWISE.
<br />3. ALL JOIST HANGERS AND FRAMING HARDWARE SHALL BE SIMPSON "STRONG TIE'OR APPROVED EQUAL .WHERE CONNECTION IS NOT DETAILED, PROVIDE
<br />APPROPRIATE CONNECTOR PER MANUFACTURERS RECOMMENDATION. USE STAINLESS STEEL OR ZMAX AT ALL EXPOSED LOCATIONS.
<br />4. LUMBER:
<br />-ALL SOLID SAWN LUMBER GRADES TO BE DFL#1 OR BETTER (Fb =1200 PSI)
<br />-ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREAT ED.
<br />-PRESSURE TREATED LUMBER TO BE HEMFIR #2 OR BETTER - TREAT ALL CUT ENDS.
<br />-ALL GLULAM BEAMS TO BE 24F-V4 DF UNLESS NOTED OTHERWISE.
<br />-ALL LVL LUMBER SHALL BE 1.9E WS MICROLLAM LVL OR EQUIVALENT.
<br />-ALL PSL LUMBER SHALL BE 2.0E WS PARALLAM PSL OR EQUIVALENT.
<br />5. DRILL BOLT HOLES 1/161NCH OVERSIZED. LEAD HOLES FOR LAG SCREWS TO BEks" UNDERSIZED. USE STANDARD CUT WASHERS ON ALL BOL I S AND LAG
<br />SCREWS.
<br />6. MAXIMUM MOISTURE CONTENT OF WOOD TO BE 19'X.
<br />7. DOUBLE TOP PLATES ON EXTERIOR AND BEARING PARTITIONS SHALL LAP 48' MIN. AT SPLICES AND HAVE (12)16d MIN. AT SPLICES EXCEPT AS NOTED.
<br />8. PROVIDE SOLID BLOCKING BETWEEN JOISTS/RAFTERSOVER SUPPORTS.
<br />9. ROOF SHEATHING: USE 5/8" EXPOSURE 1, C-D (APA 24/0) PLYWOOD, OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING
<br />MEMBERS AND END JOINTS STAGGERED. USE 8d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND IT O.0 IN THE FIELD UNLESS OTHERWISE NOTED.
<br />10. FLOOR SHEA T HING: USE 3/4" C-D (APA 32116) PLYWOOD OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING MEMBERS
<br />AND END JOINTS STAGGERED. USE 8d COMMON NAILS @ 3" O.C. AT PANEL EDGES AND 17 O.C. IN THE FIELD UNLESS OTHERWISE NOTED.
<br />11. WALL SHEATHING: USE 15132` EXPOSURE 1, C-D (APA 24/0) PLYWOOD, OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO TOP
<br />AND BOTTOM PLATES AND PANEL EDGES TO BE FULLY BLOCKED. USE 8d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND 17 O.0 IN THE FIELD UNLESS
<br />OTHERWISE NOTED.
<br />12. ROOF, FLOOR AND WALL SHEATHING SHALL HAVE A sR GAP AT PANEL EDGES, OR AS OTHERWISE RECOMMENDED BY THE AMERICAN PLYWOOD
<br />ASSOCIATION, TO ALLOW FOR EXPANSION AND CONTRACTION.
<br />13. PRESERVATIVE TREATED WOOD: ALL WOOD IN CONTACT WITH CONCRETE, EXPOSED TO WEATHER, SOIL, WATER OR INTERIOR HIGH MOISTURE
<br />CONDITIONS SHALL BE PRESERVATIVE TREATED OR SHALL BE OF NATURALLY DURABLE SPECIES. PRESERVATIVE TREATMENT SHALL MEET i HE
<br />REQUIREMENTS OF AWPA FOR THE APPLICABLE USE CATEGORIES. THE CONTRACT OR IS RESPONSIBLE TO ENSURE THE PRESERVATIVE TREATED WOOD IS
<br />RATED FOR THE USE REQUIREMENTS FOR EACH APPLICATION DESCRIBED AS FOLLOWS:
<br />® UC1: INTERIOR USE AND INSECT PROTECTION ONLY
<br />® UC2: INTERIOR DAMP CONDITIONS
<br />® UC3A: EXTERIOR USE, NO GROUND CONTACT AND PROTECTED FROM WEATHER
<br />• UC3B: EXTERIOR USE, NO GROUND CONTACT BUT EXPOSED TO WEATHER
<br />e UG4A: GROUND AND/OR FRESH WA T ER CONTACT
<br />® UC48: HEAVY DUTY GROUND AND/OR FRESH WATER CON TACT
<br />• UC5A: BRACKISH OR SALT WA TER EXPOSURE
<br />METALS:
<br />1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A,I.S.C. SPECIFICATIONS.
<br />2. STEEL BEAMS AND ALL MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, Fy=36 KSI, UNLESS NOTED OTHERWISE.
<br />3. TUBES TO BE ASTM A500- GRADE B, Fy=48 KSI; PIPES ASTM A53 GRADE B, Fy=48 KSI.
<br />4. BOLTS TO BE AST M A307, UNLESS NOTED OTHERWISE.
<br />5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE WITH AWS STANDARDS.
<br />6. ALL STEEL 10 HAVE A SHOP COAT. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED UNLESS OTHERWISE NOTED.
<br />7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO FABRICATION.
<br />8. STEEL WASHERS TO BE USED AT ALL BOLTED CONNECTIONS.
<br />9. ALL ADHESIVE ANCHORS TO BE ASTM A36 STEEL THREADED ROD W1 SIMPSON "SET° OR "ET EPDXY ADHESIVE OR EQUIVALENT INSTALLED ACCORDING TO
<br />MANUFACTURES SPECIFICATIONS.
<br />GENERAL:
<br />1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF
<br />CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES
<br />SHALL INCLUDE, BUT NOT BE LIMITED T0, BRACING, SHORING OF THE LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY
<br />THE A/E SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
<br />2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION.
<br />RESOLVE ANY DISCREPANCY WITH A/E.
<br />3. CONS T RUC 1 ION MA I ERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER
<br />SQUARE FOOT.
<br />4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM.
<br />5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND WITH APPROPRIATE T RADES, DRAWINGS AND
<br />SUBCONTRACTORS PRIOR TO CONSTRUCT ION.
<br />6. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS
<br />SHALL GOVERN.
<br />ENGINEER'S REVIEW OF SHOP DRAWINGS:
<br />1. THE REVIEW BY T HE ENGINEER; OF DRAWINGS, DATA AND SAMPLES SUBMITTED BY THE CONTRACTOR WILL COVER ONLY GENERAL CONFORMI T Y TO THE
<br />DRAWING AND SPECIFICATIONS. THE ENGINEER'S REVIEW WILL NOT CONSTITUTE AN APPROVAL OF DIMENSIONS, QUANTITIES AND DETAILS OF THE
<br />MATERIAL, EQUIPMENT, DEVICE OR ITEM SHOWN. THE REVIEW OF DRAWINGS AND SCHEDULES WILL BE GENERAL, AND SHALL NOT BE CONSTRUED:
<br />A. AS PERMITTING ANY DEPARTURE FROM THE CONTRACT REQUIREMENTS,
<br />B. AS RELIEVING THE CONTRACTOR OF RESPONSIBILITY FOR ANY ERRORS, INCLUDING DETAILS, DIMENSIONS AND MATERIALS.
<br />C. AS APPROVING DEPARTURES FROM DETAILS FURNISHED BY THE ENGINEER, EXCEPT AS OTHERWISE PROVIDED HEREIN.
<br />2. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR DETAILS OF DESIGN, CORRECT DIMENSIONS FOR PROPER FIi1I LNG,
<br />CAPACITY, PERFORMANCE, CONSTRUCTION, OR ANY OTHER REQUIREMENT OF THE CONTRACT.
<br />3. SHOP DRAWINGS SHALL BE DA T ED AND SIGNED BY THE CONTRACTOR AND BY THE SUPPLIER. BEFORE SUBMI I TING TO THE ENGINEER. NONCOMPLIANCE
<br />WILL CAUSE REJECI ION WITHOUT REVIEWING,
<br />4. THREE COPIES OF SHOP DRAWINGS ARE REQUIRED FOR FILES IN ADDITION TO THE AMOUNT OF COPIES REQUIRED BY THE CONTRACTOR. NON
<br />COMPLIANCE WILL CAUSE REJECTION WITHOUT REVIEWING.
<br />5. SEE SPECS, SECTION 01340 FOR FURTHER SHOP DRAWING REQUIREMENTS.
<br />6. WHEN SUBMITTING CONCRETE MIX SHOP DRAWINGS THE CONTRACTOR SHALL INDICATE CLEARLY WHERE THE CONCRETE MIX WILL BE USED,
<br />GENERAL:
<br />CONTACT ENGINEER IF LARGE AREAS OF SIGNIFICANT SHEATHING OR FRAMING DAMAGE EXISTS.
<br />8425 44M Ave. W.
<br />Mukitteo, VIA 98275
<br />Tel425.774.5600
<br />Fax 425.774.5661
<br />ww..=onsultents.com
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<br />NOTES:
<br />1. CONTRACTOR IS RESPONSIBLE
<br />FOR FIELD VERIFICATION OF
<br />SIZING AND QUANTITIES OF ALL
<br />COMPONENTS,
<br />2. MOCK UP REVIEW OF ALL
<br />EXTERIOR ASSEMBLIES
<br />REQUIRED BEFORE INSTALLATION.
<br />3. DRAWINGS ARE DIAGRAMMATIC
<br />ONLY AND ARE NOT TO BE USED
<br />FOR TAKE OFF QUANTITIES.
<br />Revisions:
<br />Project Title:
<br />NAUTICA CONDOMINIUMS
<br />ROOF REPLACEMENT
<br />2818 GRAND AVENUE
<br />EVERETT WA 98201
<br />2818 GRAND AVENUE
<br />EVERETT WA 98201
<br />iheet Title:
<br />FALL PROTECTION
<br />ANCHOR
<br />STRUCTURAL 1'
<br />Scale: As Noted
<br />PERMIT SET
<br />Drawn By: NKC
<br />Checked By: I DD
<br />Issue Date: Sheet Number.
<br />
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