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2002-952 (2)4 34' ANCHOR STRUCTURE TO NOTES 1. TO ANCHOR COLUMN FOR STRUCTURE 'C' TO FOOTING USE SIMPSON CB 7 1/8 X 7 1/8 COLUMN BASE OR EQUAL. 2. TO CONNECT ROOF STRUCTURE 'C' TO COLUMN USE SIMPSON ECC 7 1/8 X 7 1/8 COLUMN CAP OR EQUAL. 3. ALL OTHER FRAMING CONNECTIONS SUBJECT TO UPLIFT LOADING USE SIMPSON HURRICANE TIES AND STRAPS CAPABLE OF 1500 LB UPLIFT. 4. ANCHOR ALL PLATES TO EXISTING ROOF FRAMING USING SUITABLE LAG BOLTS AT 24" O.C. MAX. 5. FOOTING CONCRETE TO BE 3000 PSI MIN. COMPRESSIVE STRENGTH. 6. FRAMING TO BE NO. 2 DOUGLAS FIR OR SOUTHERN PINE. 2 X10 RIDGE BOARD 2 X10 RAFTER 18" O.C. SHEATHING 2X10 FRAMED LADDER STRUCTURE WHICH SITS ON TOP OF PARAPET WALL AND EXTENDS TO EDGE OF 12" OVERHANG PARAPET WALL EXISTING 2X12 — 12" O.C. EXISTING FACADE I � EXISTING BUILDING ROOF STRUCTURE SECTION SCALE: 1/2• - 1'-V 8 8 X 8 COLUMN 17 ROOF SilCTt C ROOF PLAN SCALE: 1 /8' - V-0' NG ROOF 4'-6" 12" DIA. CONCRETE FOOTING �7 1/8 X 7 1/8 SIMPSON COLUMN BASE —f ROOF STRUCTURE C SCALE: 1/2' - 1'-0' 4'-0"MIN. FILE COPY TOV'1N Or' QUEENSSURY BUILDING PT fteme VEO 8Y DATE.,.r........-... r (S, �. '�':.!3URY 6tltLGt a� CEpxRwENT T if ww• on. our limited exams shall c vmpliance with our cAm not becwstmed as indicating the plans and specifications are in M W;;tpfiance with the code, ;ISTING FLAT )OF RECEIVE NOV 1 5 2002 T BUILDING AND COF OD Y ANCHOR PLATE TO BUILDING FACADE STRUCTURE PRINT ISSUED NOV t a woe MI RECEIVED NOV 1 5 2002 PROJECT NUMBER: �0000 a TOWN OF QUEENSBURY . BUILDING AND CODE PROJECT DESCRIPTION: �� � � � I'll PRO v ACTIVITY NUMBER: CALCULATION NUMBER: CUSTOMER: , , CALCULATION TOPIC: grip,VC.7-uP-^t 0 480 CPI. FEsslo,01' DESIGNED BY: � ` DATE: I1//3/ a0e) ' CHECKED BY: DATE: DESIGN CRITERIA: N/V-" � COP-,-- ASSUMPTIONS: (91w e REFERENCES: TS. 14,ti- 'gip Cab-Tp jvN aC BY /I -DATEILL � SUBJECTitLc -�1L ° L( ------------ SHEET NO.--1 ----OF— -- HKD. 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