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54.1 <br />I <br />71Z <br />(2)HTS16 TO (3) 2x BUILT UP (2)HTS16 TO 2x4 BUILT UP COLUMN, <br />COLUMN, MSTCM40 w/ (14) d SINKERS MSTCM40 / (14)16d SINKERS ACROSS <br />W <br />w/ (10)1 /4"x2 1 /4" TITEN 2 SC WS )1 /4"x2 1 /4" TITEN 2 SCREWS <br />(2) MTS16 PER TRUSS (2) MTS16 PER TRUSS <br />(22 HT 6 TO (3)2x4 BUILT UP COLUMN, <br />9. <br />MUWALL BELOW w/ <br />FLOOR N1" <br />(10)1/4"TITEN 2 SCREWS <br />(2)MTS12 TO (3)2x4 BUILT UP COLUMN, <br />ACROSS FLOOR TO CMU WALL BEL <br />MSTCM40 / (14)16d SINKERS <br />W w/ (10)1/4"x2 1 " TITEN 2 SCREWS <br />(2)MT <br />1 <br />ACROSE <br />TOP 0 <br />16 TO (2 <br />BASE 01 <br />"x1-1/2 <br />FLOOR <br />CMU WA <br />2x4 CO <br />COLUMN <br />SDS & <br />k SET—XF <br />L w/ 8" <br />UMN. DT <br />w/ (8) <br />/2" ATR <br />EPDXIED <br />EMBEDM <br />Z <br />TO <br />T. <br />I <br />R02 <br />I <br />S4.1 <br />SECOND FLOOR ROOF FRAM N C PLAN <br />SCALE: 1 /4"=1'-O" <br />54.1 <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 />k 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 4 ZA 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 />3. 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 />1 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) (I)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 />oo°o <br />Fieldstone <br />C.O.A# ARCHITECTURE: <br />-v <br />AA26002802 <br />$ <br />C.O.A.# ENGINEERING: <br />O. <br />29349 <br />- <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE <br />ATE <br />P.E.# 8095608/23/2021 <br />i �L DP' •' ��.� <br />DATE SIGNED <br />01IVAL ttG? <br />0 <br />O <br />�� <br />i <br />T -i <br />Jed <br />00 <br />M <br />O <br />0 <br />VJ <br />♦ <br />O <br />O <br />CO <br />N�"� <br />n"I <br />aN <br />aN <br />W <br />_ ' <br />V <br />d� <br />;:� <br />ft <br />N <br />� <br />*puiteG'rou,rf <br />LO <br />�o <br />N <br />4- <br />Co <br />N <br />v <br />llo� <br />s <br />0 <br />N <br />O <br />� � w <br />CAQ <br />> <br />cd O <br />o <br />M <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Familv <br />SPECIFICATION LEVEL <br />Pt lte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S3,2 <br />