Laserfiche WebLink
3L I I I1L I .. <br />11 hyl II —1 ----- �- ---- <br />AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 <br />w/ (8) 0.148"x1-1/2" EA TRUSS TO LEDGER. <br />�I FLOOR 8c LOW ROOF FRAMING PLAN <br />SCAI F- 1 /4"=V-0" <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 CEIUNG SHEATHING TO BE GYPSUM. <br />4. REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL <br />OTHER SHEATHING TO COMPLY NTH MINIMUM CODE REQUIREMENTS <br />U.N.O. IN THESE DRAWINGS. <br />5. FLOOR SHEATHING (IF APPUCABLE) 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 />8. PROVIDE SOLID BLOCKING FROM ALL BEAMS do 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 MANUFACTURERS <br />PROFESSIONAL ENGINEER. <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE <br />P.E.# 80956 <br />08/04/2021 <br />DATE`���1111) !� , <br />�� � V SF • . tr '' <br />No. <br />TAT OF <br />�/'�. .!NCO... ••'• �'r�; <br />At. <br />w , <br />Q <br />O <br />r'WJ <br />m <br />co <br />R <br />e--1 <br />00 <br />M <br />� <br />O <br />0 <br />� /'� <br />�+ ) <br />tit <br />O <br />� <br />O <br />00 <br />n� <br />U'l, <br />`Y' <br />M <br />03 <br />N <br />� <br />tPultek.".111 <br />sue_ <br />T <br />s� <br />o N <br />SO <br />rR <br />O <br />t 17 <br />cn <br />co <br />� w <br />cn <br />00 <br />as <br />� N <br />O U � <br />� o Z <br />1-1 <br />cis <br />o �, w <br />O <br />0 O <br />x c <br />PRODUCT MANAGER <br />RELEASE <br />nATC• vv /vv /VVVV <br />PROJECT TYPE I <br />Sinele Family <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />SM <br />