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"q SECTION AT SLANTED WALL <br />54.0 J SCALE: 3/4" = 1'-0" <br />KEY NOTES <br />1. ROOF AS PER ARCHITECTURAL. DRAWINGS <br />2. PRE-ENGINEERED WD. ROOF TRUSSES 6 24" O.C. <br />3. SEE TRUSS NOTES FOR REQUIRED CONNECTOR <br />4. FASCIA 4 SOFFIT AS PER ARCHITECTURAL DRAWINGS <br />5. PRECAST CONC. LINTEL AT EACH MASONRY WALL <br />OPENING - REFER TO LINTEL SCHEDULE <br />6. *5 BAR VERTICAL REINFORCEMENT HOOK INTO TIE <br />BEAM ABOVE <br />1. 15 BAR DOWEL W/ 10" STD. HOOK (LAP MIN. 25" W/ <br />VERTICAL REINFORCEMENT BAR) <br />8. FOOTING AS PER FOUNDATION PLANS <br />34 <br />1 <br />4 <br />21 <br />29 <br />12 <br />A <br />g SECTION AT TOWER - FRONT <br />54.0 I SCALE: 1/2" = 1'-0" <br />9. 1/2" GYP. BD. ID CLG, <br />10. (ONE) KO.OR U-BLOCK TIE BEAM W/ 1 Wo BAR CONT. <br />11. (DOUBLE) KO. OR U-BLOCKS TIE BEAM W/ 1 05 BAR <br />CONT. IN EACH - MID ELEVATION OF TOWER <br />12. WINDOW AND DOOR AS PER SPECIFICATIONS <br />13. 1/2" GYP. BD. a WALLS ON 1x2 WD. FURRING STRIPS 6 24" <br />O.C. W/ INSULATION AS PER ARCHITECTURAL DRAWINGS <br />14. DOUBLE 2X4 TOP PLATE <br />15. 2X4 STUDS* 16" O.C. <br />16. SINGLE 2X4 P.T. PLATE ATTACHED TO TOP OF WALL W/ <br />1/2" X i" ANCHOR BOLTS AT 16" O.C. <br />14 <br />n <br />L <br />26 i ( 26 <br />5 <br />5 <br />13 <br />4 <br />IIIIIIIIEIIIIIIII <br />6 F SECTION AT CUPOLA <br />' 54.0 SCALE: 1/2" <br />"C SECTION AT TOWER - REAR <br />54.0 I SCALE: 1/2" = 1'-0" <br />11. SIMPSON SP2 OR SP4 AT STUD TO TOP PLATE <br />18. SIMPSON SPI OR SP4 AT STUD TO BOTTOM PLATE <br />19. 1/2" CDX PLYWOOD OR APPROVED WALL SHEATHING <br />20. SINGLE 2X8 TOP PLATE <br />21. 2X8 STUDS 61 24" O.C. SLANTED AS REQUIRED AND <br />SHOWN IN ARCHITECTURAL DRAWINGS <br />22. SINGLE 2X8 P.T. PLATE ATTACHED TO FOOTING W/ 1/2" X <br />6" ANCHOR BOLTS AT 24" O.C. <br />23. 5IMP50N R5P4 AT EACH STUD TO PLATES <br />24. 2X4 LEDGER ATTACHED TO WALL W/ 1/4114-3/4" <br />TAPCONS 6 8" O.C. STAGGERED <br />2X FRAMING @ 16" O.C. <br />NAILED TO 2X8 ABV <br />AND PLYWOOD @ SIDES <br />15/32" CDX PLYWOOD <br />PRECAST LINTEL or 7/16" OSB, NAILED @ <br />4" FROM EDGES AND <br />F ! IN FIELD <br />2X4 BLOCKING NAILED <br />= I m W/ 8D NAILS <br />KNOCKOUT BLK. <br />8" MASONRY <br />WALL <br />2X8 PT W/ 3/16" X 3" <br />TAPCON OR EQUAL, 6" <br />FROM TOP AND <br />BOTTOM AND 16" O.0 <br />IN BETWEEN <br />-G ARCH FRAMING <br />S4.0 j N.T.S. <br />'p SECTION AT EXTENDED ROOF <br />S4.01 SCALE: 1/2" = 1'-0" <br />25. 2X4 BRACE AT MAXIMUM 4'-0" ATTACHED TO LEDGER <br />W/ SIMPSON A34 AND TO EA STUD W/ (3)16D NAILS <br />26. CEILING FRAMING USING 2X10 P.T. J015TS ON TOP OF <br />CMU TIE BEAM SPACED AT NO MORE THAN 16" O.C. <br />ATTACHED W/ SIMPSON META12. <br />21. BRACKET TO BE 4X4 P.T. HORIZONTAL, 4X4 P.T. <br />DIAGONAL AND 2X8 P.T. VERTICAL ATTACHED TO <br />EACH OTHER W/ (1) 3/4" GALVANIZED BOLTS AND NUTS <br />28. ATTACH VERTICAL MEMBER OF BRACKET TO CMU WALL <br />W/ 3/4"X9" ANCHOR BOLTS SPACED VERTICALLY AT <br />NO MORE THAN 16" O.C. <br />29. ATTACH VERTICAL MEMBER OF BRACKET TO FRAME <br />WALL W/ 1/4"X5" LAG SCREWS SPACED VERTICALLY AT <br />NO MORE THAN 16" O.C. <br />30. 2X6 P.T. RAFTER ATTACHED TO TRUSSES W/ 161) NAILS <br />AT MAX 4" O.C. STAGGERED. RAFTER TO EXTEND <br />MINIMUM 6 FEET INSIDE TOP CHORD OF ALL TRUSSES. <br />31. 4X4 P.T. BEAM ATTACHED AT EACH SIDE TO BRACKET <br />W/ SIMPSON HL31 W/ (6)1/2" TRHU BOLTS <br />32. (2) 2X12 P.T. LEDGER ATTACHED TO WALL W/ 3/411X9" <br />ANCHOR BOLTS 6 24" O.C. STAGGERED. <br />33. CUPOLA TO BE BUILT W/ 2X4 STUDS a 16" O.C., 2X4 TOP <br />AND BOTTOM PLATES. ATTACH STUDS TO PLATES W/ <br />SIMPSON RSP4. USE 1/2" CDX SHEATHING. ATTACH ALL <br />STUDS TO GIRDER TRUSS BELOW W/ SIMPSON MTA24. <br />ATTACH TRUSSES TO WALL W/ SIMPSON H2BA. <br />34. SEE STRUCTURAL DETAILS FOR SAVE BLOCKING <br />REQUIREMENTS <br />e� <br />� <br />Z <br />%p <br />V! <br />V 6B <br />W <br />yX <br />O <br />� <br />_ <br />Xo <br />LU <br />UJ LU <br />LU <br />10 ZS <br />Q <br />2ZD54 <br />ev <br />4 <br />IZ <br />LU <br />aa <br />^ <br />� <br />C <br />Q <br />I.- W <br />Cc <br />� <br />J <br />F. <br />u�W <br />W <br />� <br />W <br />z� <br />O <br />�8. <br />W <br />'AA00 <br />0 <br />e �6/ r <br />fl <br />U- <br />�° <br />W <br />d <br />e ; <br />® <br />� <br />x <br />e� <br />e <br />co <br />0" Z <br />/�`°e <br />0 <br />O <br />0 <br />7 <br />D <br />U) <br />z <br />0 <br />U) <br />w <br />m <br />N <br />cn <br />cz <br />C <br />�cz <br />0 <br />c LL <br />c <br />J <br />N CD <br />N N <br />E SECTION AT TYPICAL WALL " = <br />54.0 SCALE: 3/4" = 1'-0" <br />35. FINISH AS PER ARCHITECTURAL BSB <br />DESIGN <br />www.bsbdesign.com <br />100 Main St. Suite 209 <br />Safety Harbor, Florida 34695 <br />813 265 4808 <br />JOB NO: AM180320,00 PROJ MGR: LCC <br />DRAWN: LCC CHECKED: <br />WIND DESIGN <br />PRESSURES AND <br />SECTIONS <br />S4mO <br />