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N <br />0 <br />N <br />O <br />N <br />a <br />FLOOR & LOW ROOF FRAMING PLAN <br />SCALE: 1 <br />R01 <br />54.1 <br />G <br />R01 <br />S4.t <br />R41 <br />S4.1 <br />R01 <br />S4.1 <br />MGT <br />EPO <br />SCA <br />• <br />/ (22)1 <br />Y & MIN <br />TO BOT <br />ROWS 16d <br />. � • xIN <br />d & 5/8 <br />12" EMB <br />OM CHOFID, <br />NAILS <br />� <br />5 <br />ATR T <br />D @ SI <br />MATC1 <br />@ 4" 0. <br />CMU WALL <br />GLE PLY: <br />CHORD iEPTH, <br />STAGGE <br />w/ S <br />36" LONT, <br />w <br />ED 2" <br />��� �. <br />-XP <br />2x <br />(2) <br />keg � <br />X, <br />,� <br />:a <br />H <br />_ <br />5 <br />j <br />a: <br />I <br />w, <br />MGT <br />TO <br />EPEXY <br />/ (22)1 <br />CMU WALL <br />& MItI <br />& 5/8' <br />W/ SET <br />12" EM <br />ATR'1 <br />XP <br />ED <br />RO7 <br />(2)META16 <br />COLUMN w/ (28)10d & 2Z @ BASE w/ <br />(8)SDS 1/4"x1 1/2" & 1/2' ATR w/ SET-XP <br />2 1 3 4 x 16 LVL 2 1 3 4 x 16 LVL <br />HUC28-2 2 1 3 4 x 16 EL) <br />OR FLOOR GIRDER PER MANUF. <br />OR FLOOR GIRDER <br />PER MANUF. <br />N <br />N <br />OR FLOOR GIRDER PER MANUF. <br />(2) LSTA30 FROM BEAMS TO 5-1/4"x5-1/4" <br />FLOOR GIRDER PER MANUF. <br />w/ (8) SDS 1/4"x1-1/2" TO COLUMN & <br />1/2" ATR w/ SET-XP EPDXY TO <br />LZ <br />z <br />w <br />0 <br />LLJ <br />C) <br />0 <br />0 <br />J <br />T <br />SU <br />..... 700W4 <br />�l <br />I <br />R09 <br />54�1 <br />2x6 LEDGER w/ 1/4"x3-1/2" SDS @ 12" O.C. <br />FROM LEDGER TO BOTTOM CHORD OF FLOOR <br />TRUSS. INSTALL ADDITIONAL 1/4"x3-1/2" SDS <br />AT EA VERTICAL CHORD OF FLOOR TRUSS, LUS26 <br />i <br />y ' :, is b z ,.� °• ` s <br />„ �,,.•; <, ti• ,�,• �,�;. ,•�• ,� ,� .,�A�<,. r <br />Fly <br />S4.3 <br />w/ (6) U.I+b XI-1/1 LA INU55 IU LLL)6LN. <br />R01 <br />54.1 <br />R01 <br />S4.1 <br />R01 <br />S4.1 <br />D <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, 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 W 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 />B. 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 />D) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. <br />C) (1}SDKI5600 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 />CABLE 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 />00o Fieldstone """ <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE <br />P.E.#80956 % fitORiO <br />08/23/2021 <br />DATE SIGNED ! y y ►11 <br />*PulteGirour <br />PRODUCT MANAGER <br />RELEASE <br />XX / XXXX <br />PROJECT TYPE <br />Simile Family <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />SM <br />