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R02 <br />S4.1 <br />iM <br />W <br />W <br />0 <br />a <br />R02 <br />S4.1 <br />I <br />(3) 2x4 BUILT UP <br />(2)HTS16 TO (3)2x4 BU UP COLUMN, (2)HT;%40 <br />MSTCM40 w/ (14)16d SINK ACROSS COLUMN, w/ (14)16d SINKERS <br />w <br />(10)1 /4"x2 1 /4" TITEN 2 SCRE w/ 10)1 /4"x2 1 /4" TITEN 2 SCREWS <br />r� <br />(2) MTS16 PER TRUSS (2) MTS16 PER TRUSS <br />N, <br />(2)HTS16 TO (3)2x4 BUILT UPZ <br />CA <br />LOW W/ <br />FLOOR TO CMU �TN*2 <br />(10)1/4"x2 1/4' SCREWS <br />MT <br />12 FROM <br />0 TOP PATE <br />TRUSS <br />(2)MTS12 TO (3)2x UILT UP COLUM <br />ACROSS FLOOR TO MU WALL BELOW w <br />, MSTCM40 w/ (14)16d SINKERS <br />(10)1/4"x2 1/4" TITEN 2 SCREWS <br />1 <br />R02 <br />S4.1 <br />I <br />R02 <br />S4.1 <br />SECOND FLOOR ROOF FRAMING PLAN <br />SCALE: 1 /4"=1 '-O" <br />R02 <br />S4.1 <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 />4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 - APA RATED <br />SHEATHING. <br />5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2%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 />$fiT <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 MANUFACTURERS <br />PROFESSIONAL ENGINEER. <br />C.A.A.# ARCHITECTURE: <br />AA26002802 <br />C.Q.A.# ENGINEERING: <br />29349 <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />4/20/21 <br />DATE \0 A I I I I I I 7 <br />STAT P ,1 <br />AL <br />iIiII <br />N <br />O <br />N <br />0- <br />0 <br />U <br />u <br />© <br />t� <br />� <br />M <br />co <br />can <br />e--a <br />CU <br />00 <br />� <br />O <br />vJ <br />O <br />O <br />00 <br />n� <br />F� <br />� <br />Cr <br />;-1 <br />O <br />v <br />� <br />C'4 <br />U`Y' <br />t --1 <br />d� <br />vq <br />7:11 <br />0 <br />bA <br />C) <br />N <br />as <br />liPu Ito G rc F uup A,: <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE I <br />Sinele Familv <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S3.2 <br />I I i [I 1111111111.1111filk 4A,1 �Tn. -o ]d . 14b Q . , l llfl <br />