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ASPEN SOUTH COAST APARTMENTS <br />1601 MACARTHUR BLVD.A3.0SANTA ANA, CA 92711 <br />(3/4" RECOMMENDED) SLOPE 1/4 " <br />PER 12" <br />THRESHOLD FLASHING <br />THOMAS - JACOB - FLITSCH <br />ARCHITECTS, P.C. <br />6790 LAFAYETTE COURT <br />MOORPARK, CALIFORNIA 93021 <br />805-338-2883 <br />www.tjfarchitects.com <br />TJF <br />PLI-DECK DETAILS <br />CASp #637 <br />ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A <br />BUILDING TYPE THROUGHOUT THE PROPERTY. <br />THE CONTRACTOR SHALL COMPENSATE FOR <br />DIMENSIONAL DIFFERENCES AND ORIENTATION <br />OF SPECIFIC APARTMENTS AS NECESSARY. <br />SCOPE IS SIMILAR FOR EACH LOCATION <br />ALTHOUGH LAYOUT MIGHT VARY. <br />9-15-24 <br />C-25422 <br />RENEWAL DATE <br />05/31/2027 <br />BOCAJSAM0HT HCSTILF <br />ADESNECIL TCETIHCR <br />STATE OF CALIFORNIA <br />SB 721 INSPECTION REPAIRS <br />OUTSIDE CORNER <br />INSIDE CORNER <br />· <br />· <br />· <br />· <br />· <br />· <br />· <br />DECK RAILING DETAIL <br />NOTE: <br />EACH BALUSTER BE ANCHORED WITH 3 SIMPSON DECK <br />SCREWS LEDGER AND JOIST. <br />STEEL POST 4 X 4 X 1/4" <br />3-1/2" X 8" X 1/4" <br />STEEL BUCKET <br />3/4" MARINE PLYWOOD <br />OVER 1/4" SLOPE CANTS (TYP) <br />EDGE NAILING <br />(N) BLOCKING <br />(E) JOISTS <br />W/ FURING FOR 1/4" <br />PER FOOT SLOPEEDGE <br />NAILING <br />FIELD <br />NAILING <br />(E) BUILDING <br />SEAM NAILING <br />STAGGER NAILS 6" O.C. <br />STEEL POST 4 X 4 X 1/4" <br />BEAM PER PLAN <br />10d @ 6" O.C. <br />F.J. PER PLAN <br />LB HANGER TYP. <br />BEAM PER PLAN <br />(N) NEW LEDGER <br />(N) APA CD EXPOSURE 1 SPAN RATING 1 <br />LB HANGER <br />F.J. PER PLAN <br />(N) 3/8" X 5" LAG BOLTS <br />BOTH SIDES (TYP) <br />(48/24 DECK SHEATHING, 10d @ 6" O.C. <br />(N) APA CD EXPOSURE 1 SPAN RATING 1 48/24 <br />DECK SHEATHING, 10d @ 6" O.C. SLOPE 1/4" PER FOOT <br />2X RIP STRIPS @ 12" O.C. 10d @ 6" O.C. <br />(N) APA CD EXPOSURE 1 SPAN RATING 1 <br />(48/24 DECK SHEATHING, 10d @ 6" O.C. <br />(N) APA CD EXPOSURE 1 SPAN RATING 1 48/24 <br />DECK SHEATHING, 10d @ 6" O.C. SLOPE 1/4" PER FOOT <br />2X RIP STRIPS @ 12" O.C. 10d @ 6" O.C. <br />(N) APA CD EXPOSURE 1 SPAN RATING 1 <br />LB HANGER <br />(N) 2X SISTER JOIST <br />(2) ROWS OF SDWS22500 (w/ 4" SPACING BETWEEN ROWS, <br />BOTH SIDES (TYP) <br />(48/24 DECK SHEATHING, 10d @ 6" O.C. <br />(N) APA CD EXPOSURE 1 SPAN RATING 1 48/24 <br />DECK SHEATHING, 10d @ 6" O.C. SLOPE 1/4" PER FOOT <br />2X RIP STRIPS @ 12" O.C. 10d @ 6" O.C. <br />VIF (E) 2X SOLID BLOCKING <br />DAMAGE TO BE LESS THAN <br />VIF (E) CANTILEVER JOIST <br />20% OF DEPTH. <br />2" SPACING FROM TOP) @ 24" O.C. ALONG LENGTH OF (N) JOIST <br />STATEMENT OF SPECIAL INSPECTION <br />1. <br />2. <br />3. <br />4. <br />TYPE OF WORK <br />INSPECTION SCHEDULE (ONLY CHECKED ITEMS APPLY) <br />CODE REFERENCE <br />STRUCTURAL STEEL CBC 1705.2 <br />REINFORCEMENT <br />POST-INSTALLED ANCHORS <br />MASONARY <br />WOOD <br />SOILS <br />REMARKS <br />FOUNDATIONS <br />COLD FORMED STEEL <br />SEISMIC SYSTEMS CBC TABLE 1705.13 <br />CBC TABLE 1705.3 <br />CBC 1705.3 <br />CBC 1705.4 <br />CBC 1705.5 <br />STRUCT. STEEL WELDING CBC 1705.2 <br />BOLTS CBC 1705.2 <br />CBC 1705.6 <br />CBC 1705.7-8 <br />CBC 1705.12 <br />SEE ICC APPROVAL <br />CONCRETE CBC 1705.3 <br />CONTRACTORS RESPONSIBLE FOR CONSTRUCTION OF A WIND OR <br />SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THIS <br />STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A WRITTEN <br />STATEMENT OF RESPONSIBILITY TO THE CITY INSPECTORS AND THE OWNER <br />PRIOR TO THE COMMENCEMENT OF WORK ON SUCH A SYSTEM OR <br />COMPONENT PER SEC 1704.4. <br />CONTINUOUS SPECIAL INSPECTION PER AWS D1.1 IS REQUIRED FOR ALL <br />STRUCTURAL STEEL WELDING, EXCEPT FOR SINGLE PASS FILLET WELDS <br />NOT EXCEEDING 5/16" IN SIZE. WELDING INSPECTORS SHALL BE <br />REGISTERED AND/OR CERTIFIED BY THE JURISDICTION HAVING <br />AUTHORITY AND SHALL AT A MINIMUM BE AWS Q.C.-1 CERTIFIED. <br />APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE <br />TO COMPLY WITH THE PLANS OR SPECIFICATIONS. ANY DETAIL THAT <br />FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE <br />STRUCTURAL ENGINEER FOR INTERPRETATION OR CLARIFICATION. <br />CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE <br />WORK AS DESCRIBED IN CBC 2022 CHAPTER 17. SEE INSPECTION SCHEDULE <br />BELOW. <br />1-27-26 <br />1 <br />1 <br />5.WHERE FABRICATION IS PERFORMED ON THE PREMISES OF A SHOP, SPECIAL <br />INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY THIS <br />SECTION, UNLESS THE FABRICATOR IS APPROVED TO PERFORM SUCH WORK <br />WITHOUT SPECIAL INSPECTION. FOLLOWING COMPLETION OF FABRICATION, <br />THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE <br />TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN <br />ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. <br />CONTRACTOR SHALL BE RESPONSIBLE OF VERIFYING FABRICATOR <br />APPROVAL. <br />SEE SOILS REPORT