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c <br />'q SECTION AT SLANTED WALL <br />S4.01 SCALE: 3/4" = 1'-0" <br />KEY NOTES <br />I. ROOF AS PER ARCHITECTURAL DRAWINGS <br />2. PRE-ENGINEERED WE). 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. 05 BAR VERTICAL REINFORCEMENT HOOK INTO TIE <br />BEAM ABOVE <br />1. 05 BAR DOWEL W/ 10" STD. HOOK (LAP MIN. 25" W/ <br />VERTICAL REINFORCEMENT BAR) <br />8. FOOTING AS PER FOUNDATION PLANS <br />U <br />4 <br />29 <br />12 <br />"g SECTION AT TOWER - FRONT <br />S4.OJ SCALE: 1/2" = 1'-0" <br />9. 1/2" GYP. BD. 9 CLG. <br />10. (ONE) K.O. OR U-BLOCK TIE BEAM W/ 1 05 BAR CONT. <br />I]. (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 Ix2 WD. FURRING STRIPS 6 24" <br />O.C. W/ INSULATION AS PER ARCHITECTURAL DRAWINGS <br />14. DOUBLE 2X4 TOP PLATE <br />15. 2X4 STUDS a 16" O.C. <br />16. SINGLE 2X4 P.T. PLATE ATTACHED TO TOP OF WALL W/ <br />1/2" X 1" ANCHOR BOLTS AT 16" O.G. <br />3 1 <br />14 <br />11 <br />15 <br />IS <br />16 <br />10 <br />26 <br />5 <br />a <br />-C SECTION AT TOWER - REAR <br />S4.0 J SCALE: 1/2" = 1'-0" <br />11. 5IMP50N SP2 OR SP4 AT STUD TO TOP PLATE <br />I& 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 tv 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. SIMP50N RSP4 AT EACH STUD TO PLATES <br />24. 2X4 LEDGER ATTACHED TO WALL W/ 1/4114-3/4" <br />TAPCONS O 8" O.C. STAGGERED <br />F SECTION AT CUPOLA <br />S4.0 J SCALE: 1/2" = V-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. JOISTS ON TOP OF <br />CMU TIE BEAM SPACED AT NO MORE THAN 16" O.G. <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.G. <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 />PRECAST LINTEL <br />ARCH FRAMING <br />N.T.S. <br />SECTION AT EXTENDED ROOF <br />SCALE: 1/2" = V-0" <br />30. 2X6 P.T. RAFTER ATTACHED TO TRUSSES W/ 16D 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 WL31 W/ (6)1/2" TRHU BOLTS <br />32. (2) 2X12 P.T. LEDGER ATTACHED TO WALL W/ 3/4"X9" <br />ANCHOR BOLTS 6 24" O.C. STAGGERED. <br />33. CUPOLA TO BE BUILT W/ 2X4 STUDS O 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/ SIMP50N MTA24. <br />ATTACH TRUSSES TO WALL W/ SIMPSON H25A. <br />34. SEE STRUCTURAL DETAILS FOR EAVE BLOCKING <br />REQUIREMENTS <br />2X FRAMING @ 16" O.C. <br />NAILED TO 2X8 ABV <br />AND PLYWOOD @ SIDES <br />15/32" CDX PLYWOOD <br />or 7/ 16" OSB, NAILED @ <br />4" FROM EDGES AND <br />1-2' IN FIELD <br />2X4 BLOCKING NAILED <br />W/ 8D NAILS <br />KNOCKOUT BLK. <br />8" MASONRY <br />WALL <br />"E SECTION AT TYPICAL WALL <br />S4.01 SCALE: 3/4" = 1'-0" <br />35. FINISH AS PER ARCHITECTURAL <br />1* M <br />N � <br />Z <br />$ <br />M w <br />W <br />O <br />a <br />� <br />TP <br />Z n <br />ov <br />i <br />0 Z <br />® eC <br />= <br />A <br />cc5-5 <br />w ® <br />u Ad <br />W� <br />0 W <br />rn <br />� <br />i <br />c7 <br />o <br />¢ <br />z <br />o z <br />v v <br />a <br />0 <br />Z <br />W a <br />19 <br />iz3 <br />n <br />ti <br />y� <br />m J W <br />i <br />00 <br />0 WLLI <br />RA <br />ui <br />a <br />' <br />`" <br />®soe <br />2 s 00 <br />z <br />^'^ 0014! <br />i <br />0. <br />W <br />4 d <br />W <br />®® L) a,'. e <br />Ln <br />S <br />lips <br />z <br />m <br />o© <br />H <br />W <br />off§ <br />a <br />0= <br />L) <br />LLI <br />N�/� <br />O <br />C <br />0 <br />s� <br />a <br />> <br />�cu <br />U _O <br />0 <br />u- <br />cz <br />cn <br />c <br />j Q, <br />t1') "CT N <br />BSB <br />DESIGN <br />www.bsbdesign.com <br />100 Main St. Suite 209 <br />Safety Harbor, Florida 34695 <br />8132654808 <br />JOB NO: AM PROJ MGR: LCC <br />DRAWN: LCC CHECKED: <br />WIND DESIGN <br />PRESSURES AND <br />SECTIONS <br />S4.0 <br />