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R02 <br />54.1 <br />R02 <br />S4.1 <br />I <br />(2)HTS16 TO (3)2x4 BUILT UP COLUMN, (2)HTS16 TO (3) 20 BUILT UP <br />MSTCM40 w/ (14)16d SINKERS ACROSS COLUMN, MSTCM40 w/ (14)16d SINKERS <br />FLOOR TO CMU WALL BELOW w/ ACROSS FLOOR TO CMU WALL BELOW <br />(10)1/4"x2 1/4" TITEN 2 SCREWS w/ (10)1/4"x2 1/4" TITEN 2 SCREWS <br />(2) MTS16 PER TRUSS (2) MTS16 PER TRUSS <br />(2)HTS16 TO (3)2x4 BUILT UP COLUMN, <br />MSTCM40 w/ (14)16d SINKERS ACROSS <br />FLOOR TO CMU WALL BELOW w/ <br />(10)1/4"x2 1/4" TITEN 2 SCREWS <br />MTS12 <br />FROM <br />TO TOP PLATE <br />TRUSS <br />(2)MTS12 TO (3)2x4 BUILT UP COLUMN, <br />ACROSS FLOOR TO CMU WALL BELOW w/ <br />MSTCM40 w/ (14)16d SINKERS <br />(10)1/4"x2 1/4" TITEN 2 SCREWS <br />z <br />7 <br />v; <br />I <br />R02 <br />S4.1 <br />I <br />I <br />(2) MTS16 FROM TRUSS TO (2) 2x4 —/ <br />BUILT UP COLUMN. MSTCM40 @ BASE <br />OF COLUMN w/ (14) 16d SINKERS TO <br />COLUMN (10) 1/4"x2-1/4" TITEN 2 TO <br />CMU WALL BELOW. <br />SECOND FLOOR ROOF FRAMING PLAN @ EEC. CO2 <br />SCALE: 1/4"=1'-0" <br />R02 <br />S4.1 <br />(2) MTS16 FROM TRUSS TO (2) 2x4 <br />BUILT UP COLUMN. MSTCM40 @ BASE <br />OF COLUMN w/ (14) 16d SINKERS TO <br />COLUMN (10) 1/4"x2-1/4" TITEN 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. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 ° APA RATED <br />SHEATHING. <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)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 />LTR 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 />Fieldstone <br />0o <br />C.O.A.# 29349 <br />i <br />3400 AUBURN RD., #200 <br />� <br />AUBURN HILLS, MI 48326 <br />0. <br />(248) 622-4035 <br />BENJAMIN NIESE <br />P.E.# 86025 <br />❑ THOMAS A. WEBER, PE <br />P.E.# 73242 <br />,. TE OF <br />r FCORIOP, * �� <br />'���tr <br />FLORIDA <br />ODA0E <br />...... (7 �\ <br />'��aN'AL <br />SIGNED020 <br />W� <br />Ln <br />CD <br />cV <br />f- <br />CD <br />Of <br />r <br />a_ <br />0 <br />U <br />0 <br />o <br />Mod <br />\'J <br />� <br />00 <br />VJ <br />O <br />� <br />O <br />d <br />n-1 <br />� <br />O <br />W <br />cz <br />7 121 <br />b tJ <br />cz <br />N <br />as <br />*PulteGraup- <br />PRODUCT MANAGER <br />p <br />RELEASE <br />DATE 03 27 20 <br />REV DATE/DESCRIPTION <br />PROJECT TYPE I <br />Sinele Family <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />MITESTONE <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S3.2 <br />