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wwmiv kIV) 1/-r xc-i/'r NINETY c iU <br />CMU WALL BELOW. <br />SECOND FLOOR ROOF FRAMING PLAN <br />CV <br />N <br />ATS16 FROM TRUSS TO (2) 2x4 <br />UP COLUMN. MSTCM40 ® BASE <br />DLUMN w/ (14) 16d SINKERS TO <br />�U�U�IN (10" ) 1/4x2-1" T1T /4EN 2 TO <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 W MIN. <br />6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. <br />1• U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN <br />ARCHITECTURAL DRAWINGS. <br />B. PROVIDE SOLID BLOCKING FROM ALL BEAMS k 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)SDWC15600 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 />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 />AA260028M <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. i 86025 FLORIDA <br />6/18/21 <br />_ATE%%tailllll// <br />! <br />o. 8W25 <br />JrPulteGroup- <br />IRELEASE I <br />r%A=. vv /vv /vvvv <br />PROJECT TYPE I <br />Single Family <br />SPECIFICATION LEVEL I <br />PA <br />P N NAME <br />' testone <br />i ' NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S3.2 <br />