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Q <br />0 <br />CV <br />cn <br />CD <br />0 <br />U <br />U <br />N <br />O <br />CV <br />o <br />cV <br />N <br />E <br />U <br />0 <br />w <br />O <br />a <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 />R01 <br />1 <br />5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE %; MIN. <br />6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. <br />7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN <br />REM, <br />ARCHITECTURAL DRAWINGS. <br />I <br />I8. <br />PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO <br />FOUNDATION BELOW. <br />TRUSS NOTES <br />R01 <br />S4.1 <br />S4.1 <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 />F <br />C) (1) SDWC15600 MAY BE USED ON JACK TRUSSES. <br />3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND <br />ENGINEERING PROMDED BY THE DELEGATED TRUSS ENGINEER. <br />MG w/ (22) <br />d & 5/ <br />ATR <br />CMU W LL w/ <br />CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A <br />SET P EPDX <br />& MIN. <br />2" EMBE ; <br />@ SIN <br />E PLY: <br />LETTER FROM THE ENGINEER OF RECORD. <br />N <br />INSTA L FULL F <br />IGHT 2x <br />SP #2 <br />RTICAL <br />TKAB w/ <br />R01 <br />(2)10d <br />" <br />3O.C. <br />STAGGE <br />D 1-1/2''— <br />S41 <br />LEGEND <br />R08B <br />54.1 <br />LTR <br />DETAIL INDICATOR <br />N 4 . <br />I <br />SHT <br />� CROSS HATCHED AREA INDICATES EXTENT OF <br />RO7 <br />GABLE END BRACING <br />S4,1 <br />ITS. <br />�N <br />�u <br />a; <br />R01 <br />S4.1 <br />TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE <br />S4.1 <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 />R08B <br />R0901 <br />PROFESSIONAL ENGINEER. <br />(2) META16 <br />S4.1 <br />A SO <br />c.o.A.# ARCHITECTURE: <br />I AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />_ R07 O TH©MAS A. WEBER, PE <br />S4.1 P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />U16a . ;,: 1 /6/21 <br />'�„ DATE 1�1ilill !! <br />t7! <br />IL,�a 3pM1Ai <br />o. 8602 <br />[R�01 <br />F �kf�it <br />ROOF FRAMING FLAIN <br />SCALE: 1 /4"=1'-0" R09 `�sS�NAL + `� <br />54.1 f mItl►x <br />C5 <br />a_ <br />CD <br />cam! <br />O <br />N <br />c.� <br />0 <br />c� <br />w ` <br />O <br />O <br />( IWJ <br />o <br />Ln <br />It <br />M <br />c? <br />1 <br />r--i <br />OQ <br />VJ <br />� <br />O <br />� <br />O <br />00 <br />Q� <br />� <br />O <br />c <br />U <br />`Y' <br />V <br />O <br />N <br />� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE I <br />Sinrle Familv <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHI'M NU ER <br />2811.500 <br />SHEET <br />S3.1 <br />I I I �l J , . i... . ".'tin uu.rP,.Ma "e1x..a I— y .:: I ....,...; 1 <br />