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(2) MTS16 FROM TRUSS TO (2) <br />BUILT UP COLUMN. MSTCM40 <br />OF COLUMN w/ (14) 16d SINKEF <br />COLUMN (10) 1/4"XL- 1/4" TITEN L iU <br />CMU WALL BELOW. <br />SECOND FLOOR ROOF FRAMING PLAN <br />SCALE: 1 /4"=1'-0" <br />%,ULlJmw 11U) I/Y AL—I1Y nIuv L iU <br />CMU WALL BELOW. <br />GENERAL NOTES <br />1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. <br />2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL <br />HEIGHT DETAIL <br />3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. <br />4. REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL <br />OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS <br />U.N.O. IN THESE DRAWINGS. <br />5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2%: MIN. <br />6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. <br />7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN <br />ARCHITECTURAL DRAWINGS. <br />8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO <br />FOUNDATION BELOW. <br />TRUSS NOTES <br />UNLESS OTHERWISE NOTED ON PLANS: <br />1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. <br />2, ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: <br />A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. <br />B) MULTI -PLY TRUSS REQUIRE (2)SDWC156OO AT EA PLY. <br />C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. <br />3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND <br />ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. <br />CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A <br />LETTER FROM THE ENGINEER OF RECORD. <br />LEGEND <br />�Tfl DETAIL INDICATOR <br />SHT <br />CROSS HATCHED AREA INDICATES EXTENT OF <br />GABLE END BRACING <br />TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE <br />PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. <br />THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR <br />EXAMPLE PURPOSES ONLY, THE ACTUAL TRUSS MANUFACTURER <br />LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER <br />BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM <br />HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S <br />PROFESSIONAL ENGINEER. <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />07/08/2021 <br />DATE Ixltlllll � <br />GE <br />4 <br />TA OF <br />aNAt <br />C <br />c <br />c <br />C <br />r <br />c <br />a <br />c <br />c <br />C <br />C <br />5 <br />0 <br />O <br />C) <br />M <br />t'J <br />� <br />00 <br />r-I <br />Q <br />LJ <br />rz, <br />� <br />O <br />%n-1 <br />di <br />� <br />O <br />U <br />"!ZVI <br />cf) <br />di <br />M <br />.o <br />� <br />w <br />N <br />� <br />tPulteGrou <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Sinele Family <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S3.2 <br />