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R02 <br />S4.1 <br />r <br />Lf <br />(2)H TO (3)2 <br />w SINKERS <br />BELOW w/ 1/ <br />BUILT <br />ACROS <br />x 2-1/ <br />COLUM <br />FLOOR <br />"TITEN <br />, MSTCM <br />CMU <br />SCREWS <br />0 <br />LL <br />()HTS16 <br />w <br />(14)16d <br />BELOW w <br />(3)2x4 <br />INKERS <br />(10)1/ <br />UILT UP <br />ROSS FLOOR <br />x 2-1/ <br />COLUMN, CM40 <br />T <br />" T 2 SCREWS <br />(2)HTS16 TO (3)2x4 BUILT UP LUMN, MSTCM40 w/ (2)HTS16 TO (3) BUILT UP COLUMN, MSTCM40 <br />w/ (10)1/4" x 2-1/4" EN 2 SCREWS BELOW w/ (10)1/4" x -1/4" TITEN 2 SCREWS <br />I <br />I <br />SECOND FLOOR ROOF FRAMING PLAN. <br />SCALE: 1/4"=1'-O" <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 zY3s 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 />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.#` ENGINEERING: <br />29349 <br />D THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />2/16/21 <br />E <br />No. 86 <br />tl 4r <br />*+u <br />STAT IF � ti <br />Mo <br />00 <br />VJ <br />O <br />� <br />O <br />d� <br />n� <br />RODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE I <br />Single Family <br />-c <br />z 7 <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />Tower <br />NPC CHILD NUMBER <br />1569.501 <br />SHEET <br />S3.2 <br />