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HomeMy WebLinkAboutS2.20 - STRUCUTRAL - EXISTING BUILDING ROOF FRAMING PLAN03 03 04 04 05 05 A A B B C C (N ) W 1 6 x 5 0 (N ) W 1 6 x 5 0 (N ) W 1 6 x 5 0 (N ) W 1 6 x 5 0 16 ' - 0 " (N) W12x30 (N) W12x30 (N) W12x30 (N) W12x30 (N) W12x30 (N ) W 1 2 x 2 2 (N ) W 1 2 x 2 2 (N ) W 1 2 x 2 2 (N ) W 1 2 x 2 2 (N ) W 1 2 x 2 2 (N) 1200S200 -54 @ 16"OC TYP, UNO (N) W21x44 (N ) W 1 6 x 3 6 (N) W16x36 (N) W16x36 (N) 6"Ø STD PIPE STUB COL ON (E) CMU WALL, TYP; ADDL INFO PER PROVIDE SHEAR TAB FOR W-BM PER 29'-7" (V) 30'-6" (V) 30'-0" (V) 30'-0" (V) 30'-0" (V) 39 ' - 6 " ( V ) 21 ' - 7 1 / 8 " ( V ) 25'-0" (N ) W 1 2 x 2 2 HATCHED AREA INDICATES EXTENTS OF STRUCTURAL PLATFORM FOR SNOW DRIFT SUPPORT EQ EQ (N) 1200S200 -54 @ 12"OC (N ) 1 2 0 0 S 2 0 0 -54 @ 1 6 " O C HATCHED AREA INDICATES EXTENTS OF STRUCTURAL PLATFORM FOR SNOW DRIFT SUPPORT (N) 1200S200 -54 @ 12"OC (N ) 1 2 0 0 S 2 0 0 -54 @ 1 6 " O C (N ) W 1 6 x 5 0 2x8 @ 16"OC GL 8 5 1 / 8 x 1 5 (D R O P P E D ) 2x8 @ 24"OC GL 8 5 1 / 8 x 1 5 (D R O P P E D ) GL8 5 1/8 x 15 (DROPPED) 2x 8 @ 2 4 " O C (2) 2x8 TYP @ CANOPY DBL 4x12 TYP @ CANOPY 11/S3.01 5/ S 3 . 0 1 (E) 10" CMU WALL S5.01 5 S5.01 5 S5.02 2 TYP TYP (E) 10" CMU WALL S5.01 5TYP S5.01 5 TYP S5.02 2 4/S5.02 (N) 6"Ø STD PIPE STUB COL ON (E) CMU WALL, TYP; ADDL INFO PER PROVIDE SHEAR TAB FOR W-BM PER 4/S5.02 (N) W16x31 T/STL = 114'-0" (N) W16x45 T/STL = 114'-0" (N) C15x33.9 LEDGER T/STL = 114'-0" (N ) W 1 6 x 4 5 T/ S T L = 1 1 4 ' - 0 " S5.02 2 S5.02 1 LOW 5/8" SHTHG PER PLAN NOTES T/SHTHG = 111'-1 1/2" 5/8" SHTHG PER PLAN NOTES T/SHTHG = 111'-1 1/2" 5/8" SHTHG PER PLAN NOTES T/SHTHG = 111'-1 1/2" (E) 10" CMU WALL (N) 6"Ø STD PIPE STUB COL ON (E) CMU WALL, TYP; ADDL INFO PER PROVIDE SHEAR TAB FOR W21x BEAM PER 4/S5.02 S5.01 5 (N) 6"Ø STD PIPE STUB COL ALIGNED W/ (E) COL BLW TYP; ADDL INFO PER PROVIDE SHEAR TAB FOR W21x BEAM PER 5/S5.02 (E) 10" CMU WALL PRE -ENGINEERED METAL BUILDING (4'-0" FROM WALL) (4'-0" FROM WALL) S5.02 6 S5.02 6 S5.02 6 S5.02 7 S5.02 7 S5.02 7 5/S5.01 5/S5.01 5/S5.01 5/S5.01 NEW CANOPY SEE ARCH FOR EXTENTS NEW CANOPY SEE ARCH FOR EXTENTS (E) 10" CMU WALL (E) GLULAM GIRDER (E) GLULAM GIRDER (E) GLULAM GIRDER (E) GLULAM GIRDER (E) GLULAM GIRDER (E) GLULAM GIRDER (E) GLULAM GIRDER (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N) 6"Ø PIPE STUB COL (N ) 1 2 0 0 S 2 0 0 -54 @ 2 4 " O C TY P , U N O (E) 10" CMU WALL BLW EXISTING ROOF FRAMING TO REMAIN EXISTING ROOF FRAMING TO REMAIN S5.02 2 S5.02 9 S5.02 9 S5.02 9 (S L O P E D ) 22-GA PBR METAL ROOF PANEL PER PLAN NOTES 22-GA PBR METAL ROOF PANEL PER PLAN NOTES 5/8" SHTHG PER PLAN NOTES T/SHTHG = 111'-1 1/2" S5.02 6 2x 8 @ 2 4 " O C PROVIDE BEAM POCKET & SOLID BLKG TO FND AT MTL BLDG. COORD W/ DCI & PEMB MANUF 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.1, S0.2, AND S0.3. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. INDICATES TOP OF STEEL (T/STL) ELEVATION. 5. PBR METAL ROOF PANELS SHALL BE INSTALLED PER MANUF RECOMMENDATIONS UTILIZING #4 LAPTEK FASTENERS, COORDINATE W/ DCI AS REQUIRED. MINIMUM THICKNESS OF PANELS TO BE 22-GA. 6. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. 7. SEE ARCH AND MECHANICAL DRAWINGS FOR LOCATIONS OF MECHANICAL EQUIPMENT AND ANY REQUIRED ROOF OPENINGS. 8. TYPICAL DETAILS PER: S5.01 TYPICAL STEEL FRAMING DETAILS S5.02 TYPICAL WOOD FRAMING DETAILS ROOF FRAMING PLAN NOTES: T/STL=X'-X" ©Copyright D'Amato Conversano Inc. 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