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4702 Eagle Ranch
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Last modified
3/3/2025 9:47:49 PM
Creation date
2/18/2025 3:29:30 PM
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Building Plans
Street #
4702
Location
Eagle Ranch
Contractor
Covenant Homes Inc
Building Plans - Permit #
14868
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2"1 NAILER ATTACHED TO BLOCK <br />W/I/4x3" TAPICONS 0 8' OG <br />2'x4' 016'00 TOP AND BOTT <br />SIMPSON H5 0 EA RAFTER <br />Ixb OR 2x6 SUB -FASCIA UNDER <br />ALUM./VINYL FASCIA <br />VENTED ALUM.MNYL SOFFIT <br />SIMPSON SP26 EA. STUD <br />TOP OF WINDOW AS <br />PER FLOOR PLAN <br />APPROVED WINDOW <br />OF BUILDERS GHOIC.E <br />5/4' PLYWOOD SHEATHING W/ 80 <br />GOMMON OR 14D.6. BOX NAILS * 4' <br />O.G. O EDGES t INTERMEDIATE H/ <br />2x4 BLOO INS AT JOINTS <br />EXTERIOR FINISH AS <br />PER ELEVATIONS <br />SIMPSON SPI STUD TO PLATE <br />51MPWN M5TA36 FROM <br />STUD TO JOIST BELOW <br />RELATIVE F.F. ELEV. 0'-0' <br />Ii1 \\\\. \\\��—_�__l\\\\\ <br />�\\III iit \\ <br />\\\ I j I` \\\ <br />\\\\ ,,, II ,ee\\, — IA„ \,\ II \\\ \\\ <br />11 RE-EWOOD TRUSS (TYP) 'i \\� <br />PNG \\\ <br />`\�\ <br />L <br />a <br />\\\III\\\ \ \\ \ <br />\ \\ 1 \\\ W <br />` \\\ 11\ \\\I <br />U\ <br />5E A)RE RIDGE BEAM TO <br />\�\�\ 61RDER W/ SIMP50N <br />\\r\e HU526 JOIST SEAT <br />2x4 COLLAR TIE <br />MID -HEIGHT ® 61RDER. <br />PROVIDE (5) 12d NAILS <br />EA END <br />CONTINUE 5HEATHIN6 <br />BELOW CONVENTIONAL <br />FRM6 ® ATTACHED <br />STRUCTURES WHICH ARE <br />ONLY PARTIALLY <br />ENCL05ED SUCH AS <br />ENTRYWAYS AND <br />PORCHES <br />NOTES: <br />OALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE. <br />SECTION SIZE SHALL BE DETERMINED AGCORDIN6 <br />TO THE LENGTH OF SPAN AS FOLLOWS: <br />UP TO 8'-0" ........... 2xb <br />8'-O" TO 12'-0" ........... 2x8 <br />12'-0" TO 15'-0" ........... 2x10 <br />15'-0" TO 181-O" ........... 2x12 <br />ORIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. <br />SECTION 51ZE SHALL BE 2" (NOMINAL) LARGER THAN <br />RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR <br />2x12 RAFTERS. <br />OCLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2XIO. <br />IT SHALL BE FASTENED AS 5HOWN W/ SIMP50N <br />M5TA24 TEN51ON STRAPS 0 EACH TRUSS USING (14) 8d <br />NAILS. INSTALL THE STRAP BY GUTTING A HOLE INTO <br />THE 5HEATHIN67 o EACH SIDE OF TRUSS AND <br />THREADING THE U-SHAPED STRAP FROM BOTTOM OF <br />TRUSS TOP CHORD TO TOP OF CLEAT. <br />OSECURE RAFTERS TO CLEAT USING SIMPSON L5g0 <br />FOR 2x12 RAFTERS, (10) 8d NAILS FOR 2x10 <br />RAFTERS, (8) 8d NAILS FOR 2x6 RAFTERS WITH <br />SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ <br />SPANS LESS THAN 4'-0" SHALL BE TOE -NAILED TO <br />CLEAT W/ (8) IOd NAILS. <br />SECURE RAFTERS TO RIDGE BEAM U51N6 SIMPSON <br />LU526 SLOPIN6 JOIST SEAT. 2xb RAFTERS W/ SPANS <br />5 S <br />LESS THAN 4'1 MAY BE TOE -NAILED TO RIDGE <br />BEAM W/ (6) IOd NAILS. <br />GONVENTIONALA/ALLEY FRAMING 150METRIG <br />SEE PLAN <br />LINTEL ASSEMBLY AS PER FLOOR PLANS <br />AND LINTEL. 501EIA&Z <br />5IMP5M U824 <br />GYPSUM SHEATHING DIAPHRAGM USE <br />TYPE 'W' SCREWS 0 12'O.0. IN FIELD AND <br />0 6'1 AT EDGES. <br />DBL TOP PLATE <br />HEADER A5 PER FRAMING PLANS - <br />MINIMUM DOUBLE 2X8 <br />2X4 STUDS PER FLOOR PLAN 0 16" O.G. <br />(ALIGNED W/ JOISTS BELOW) <br />R-II INSULATION <br />SINGLE P.T. BOTTOM PLATE W/(2) 1/4'x 5' <br />LA& SCREW TO EACH 2x8 JOIST BELOW <br />2x8 P.T. JOISTS 0 12' O.G. H/ R30 <br />INSULATION ATTACHED TO PLATE W/ <br />SIW50N HI (ALIENED W/ STUDS) <br />SINGLE P.T. BOTTOM PLATE H/I/2"x 10' <br />LONG AHC+IOR BOLTS W/ STD NUT AND <br />WASHER 016" O.G. <br />8'X8'X16" f:MU AS RMIRED ALL <br />GROUT FILL® <br />SEE FOOTING DETAILS <br />FOR FOOTING TYPE AND SIZES <br />D SEGTION THRU BAY WINDOW <br />�04 <br />03 NOSING <br />BAR TYP. EA <br />a <br />STEP <br />THREAD, RISER AND <br />r NOISING DIMENSIONS <br />AS PER <br />ARCHITECTURALPLANS <br />CAST IN PLACED <br />AND SECTION <br />CONCRETE STEPS <br />04 0 8" O.G. * BOTT <br />TOP OF SLAB <br />(TYP) <br />4 * 12" O.C. HOOK <br />, <br />INTO CMU WALL W/ <br />FILLED CELL EACH <br />4 n a <br />END (TYP) <br />A. <br />•,�;��� r. `i\;! , <br />FOOTING AND SLAB <br />��/ <br />AS PER <br />FOUNDATION PLANS <br />�;��'%:•� i /i'%i�:i', <br />,�•'jj��.:�'• <br />rK"%'I`PIGAL CONCRETE STAIRS <br />�04NOT TO 50AL.E <br />I <br />•- - <br />I1-I-I-I- <br />51MP50N METAI2 0 <br />MASONRY SIMP50N <br />I\— <br />M�SST16 0 FRAME WALLS <br />/ <br />li yr) <br />(2) HETA20 U.O.N. <br />r5"I HIP FRAMING <br />SD4 <br />BRACING I"X4" MIN. � w.W <br />rE GROSS BRAG I NG <br />SD4 <br />PRE-EN61 NEERED <br />1/2" PLYWOOD W/ 80 TRU55 AT 2'1 C <br />NAILS • 4" O.G. AT <br />EDGES AND 10" INTERM. <br />2" SUBFAGIA� <br />2"x8" BLOCKING <br />® MID <br />2"xf-%V6TIft. <br />1/2" PLYWOOD W/ 8D <br />(2) Ibd PER JOINT <br />MINIMUM 2"x4" CRO55 <br />BRACING (SEE PLAN <br />FOR LOCATIONS) <br />iEE TRUSS LAYOUT <br />-SIMPSON SP2 <br />SIMPSON LTTIq • EA END <br />SIMPSON SPI <br />NAILS 0 4" O.G. AT - - - <br />EDGES AND 4" INTERM. 1/211,140 x8" ANCHOR <br />BOLT 0 32" O.G. <br />I KNOCK -OUT BLOCK <br />W/ #540 POURED <br />SOLID <br />FRAMING ABOVE TIE BEAM <br />CABLE <br />(WEBS <br />FOR GI <br />ARROW INDICATES <br />LONG DIR. OF PLYWD. <br />PLYWOOD CLIPS TO BE INSTALLED AT ALL <br />LOCATIONS WHERE 5HEATHIN6 SPANS 16" <br />OR MORE AS PER APA REQUIREMENTS. DOUBLE <br />CLIPS TO BE USED WHERE SHEATHING PANELS <br />ARE GUT TO 24" IN LENGTH OR LESS. <br />X = IOd COMMONS OR 8d RING SHANK 0 4" O.G. <br />ON EACH SHEET OF PLYWOOD <br />0 = IOd COMMONS OR 8d RING SHANK • b" O.G. <br />ON EACH SHEET OF PLYWOOD <br />o = IOd COMMONS OR 8d RING SHANK 0 8" O.G. <br />ON EACH SHEET OF PLYWOOD <br />NA I L I NC SGHED./GABLE <br />SCALE, N.T.S. <br />TYPICAL ROOF SHEATHING NAIL PATTERN <br />NOT TO 56AL.E <br />•' 1.:► :► <br />WINDOW 4 DOOR MOUNTING - MASONRY - ELEVATIONS <br />ARCH -CIRCLE TOP - ' r"" T""' _' "^"' <br />WINDOW 4 DOOR MOUNTING - FRAME - ELEVATIONS <br />0 = 8d ® b" O.G. ON EACH SHEET OF PLYWOOD <br />NAILING SGHED./HIP <br />SGAI Es N.T.S. <br />NOTES= <br />I. SEE STANDARD MOUNTING DETAIL. <br />2. IX8 P.T. ANCHORED TO LINTEL AND WALL <br />W/ 1/4"X2-1/4" TAPCON o 8" O.G. <br />3. ANGLED 2X4 NAILED TO PLATE PI Ibd <br />NAILS AND COVER W/ 1/2" PLYWD OR 1/I6" <br />05B W/8d NAILS 0 4" O.G. (EXTERIOR AND <br />INTERIOR SIDES). <br />4. ANGLED 2X4 NAILED TO PLATE W/(2) Ibd <br />NAILS. <br />5. 2X4 GRIPLE VERT STUDS 06" O.G. AND <br />ANGLES NAILED TO PLATE W/(2) Ibd NAILS <br />AND COVER W/ 1/2" PLYWD OR 7/I6" 05B <br />W/8d NAILS 0 4" O.G. (EXTERIOR AND <br />INTERIOR SIDES). <br />6. DOUBLE 2X4 VERT AT EACH SIDE OF <br />WINDOW SHAPE GHAN&E5, ATTACHED TO TOP <br />PLATE W/ SIMP50N L550 4 MSTAI2. <br />'7. 2X4 GRIPLE VERT STUDS 06" O.G. NAILED <br />TO PLATE W/(2) Ibd NAILS AND COVER W/ <br />1/2" PLYWD OR 1/I6" 055 WI NAILS ® 4" <br />O.G. (1EXTERIOR AND INTERIOR SIDES). <br />8. DOOR OPENING AREA (TYPICAL) <br />NOTES: <br />O ATTACH FRAME AS PER <br />MANUFACTURER'S. <br />O IX8 ANCHORED TO HEADER W/ Ibd <br />NAILS 0 12" O.G. <br />O ANGLED 2X4 NAILED W/(2) Ibd NAILS <br />AND COVERED W/ 1/2" PLYWD OR <br />055 W/8d NAILS • 4" O.G. (EXTERIOR <br />AND INTERIOR SIDES). <br />O ANGLED 2X4 NAILED PI Ibd NAILS. <br />O 2X4 GRIPLE VERT STUDS 08" O.G. AND <br />ANGLES NAILED W/(2) Ibd NAILS AND <br />COVERED W/ 1/2" PLYWD OR 7/16" 0513 <br />W/8d NAILS • 4" O.G. (EXTERIOR AND <br />INTERIOR SIDES). <br />O DOUBLE 2X4 VERT AT EACH SIDE OF <br />WINDOW SHAPE GHAN6E5, ATTACHED TO <br />TOP PLATE W/(2) INVERTED SIMPSON <br />HIO'S. <br />O 2X4 GRIPLE VERT STUDS 06" O.G. <br />NAILED TO PLATE W/(2) Ibd NAILS AND <br />COVERED W/ 1/2" PLYWD OR 1/I6" 05B <br />PI NAILS • 4" O.G. (EXTERIOR AND <br />INTERIOR SIDES). <br />DOOR OPENING (TYPICAL) <br />r7'**NA/G SHELF DETAIL <br />�P4 <br />GAt <br />iiiiiii�, •• <br />00 �� <br />10 iiiI <br />•� <br />J • <br />Rn• <br />•�� <br />\ <br />p0.0�.�.\ <br />o <br />$ <br />(D <br />Lu <br />O � <br />a -. <br />_j Z <br />I- <br />o <br />��ON <br />I.L W <br />O M Q, N <br />w Z <br />d <br />U w ro <br />(a - z In <br />_ <br />W° <br />z (9 <br />O <br />z <br />U <br />LU <br />Z <br />00 <br />ea) <br />1:") N,` : �4 FO # <br />l sz <br />Z O <br />iQ;v ,* <br />e J <br />J <br />�o< <br />� <br />F <br />z N z <br />00 <br />Ill Ow l <br />�Q <br />N <br />Q w <br />_ <br />=_ W <br />0 m <br />xzQFi <br />�LL 0z <br />az�o <br />=0VO <br />00 o:n <br />00 <c_n <br />ix_U Z U <br />U- <br />W H a F <br />Lnw <br />nz <br />Q0 <br />U <br />0az zo <br />Z < O w <br />OOUm <br />co <br />o~z Woo <br />0 <br />a <br />w- <br />m <br />w w <br />z <br />U <br />Z <br />U) <br />W <br />Z <br />D <br />O <br />U <br />Z <br />Q <br />Z <br />W <br />O <br />U <br />d <br />_0 <br />0 <br />J <br />LL <br />O <br />0 <br />VJ <br />0 <br />Z <br />Q <br />^ <br />cn <br />U <br />� <br />Z <br />O <br />O� <br />Z <br />_j Lu <br />J <br />< <br />- J <br />� <br />T <br />i ui <br />U <br />W N <br />o <br />FIRST ISSUE <br />12/04/13 <br />SECOND ISSUE <br />THIRD ISSUE <br />FOURTH ISSUE <br />ADDENDUM <br />ADDENDUM <br />2 <br />ADDENDUM <br />3 <br />REVISIONS <br />SEAL DATE <br />SHEET <br />SD4 <br />
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