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6270 Silverado Ranch Blvd
Zephyrhills
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6270 Silverado Ranch Blvd
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Last modified
3/4/2025 1:11:32 PM
Creation date
2/19/2025 9:15:53 AM
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Building Plans
Street #
6270
Location
Silverado Ranch Blvd
Contractor
Cornerstone Solutions
Building Plans - Permit #
17074
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E. <br />SD3, <br />GMU HALL ABOVE AS PER <br />TYPICAL HALL SECTIONS <br />PRE-GAST LINTEL <br />001-14 <br />ATTACH 2X PT BUCK <br />TO MASONRY OPENING <br />H/ 3/I6" TAPCON5 lb" <br />O.G. AND 4" FROM END <br />H/ 1 1/4" PENETRATION. <br />INSTALL DOOR TO <br />BUCK PER <br />MANUFACTURER'S <br />SPECS. <br />3/4" RECESS IN SLAB <br />EXTERIOR DOOR BUCK DETAIL <br />NOT TO SCALE <br />PROVIDE 1/&" SPAGING AT PANEL EDGE5 <br />15/32" GDX PLYWOOD <br />SHEATHING <br />PROVIDE 2x4 BLOGKING @ ALL <br />SHEATHING SEAMS, 45" BACK OF GABLE <br />END. NAIL SEAM W/ IOd RING SHANK <br />NAILS @ 4"o.c. EA. 51DE OF SEAM <br />2x WOOD FASCIA SEE TYPICAL HALL <br />SECTION NAILED W/ 2-16d NAILS @ EACH <br />TRU55 <br />1/I6"5PAGE AT PANEL EN05 <br />TIE BEAM OR PRE-GAST LINTEL <br />PER PLAN <br />-FULL WIDTH IX <br />(3/4") PT TYP. NOTE` <br />ATTACH PT BUCK 4 WINDOW <br />FRAME TO MASONRY H/ 3/I6" <br />TAPGON5 16" O.G 4 4" FROM ENDS <br />H/ 1 1/4" PENETRATION. <br />MANUFACTURE'S SPECS FOR <br />TAPGON SPACING 5UPERGEDE <br />GENERIG SPECS. <br />WIND RES 15TANT PRE-ENGINEERED <br />SILL INSTALLED PER MANUFACTURE'S <br />SPECIFICATIONS. <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEET FOR INSTALLATION INFORMATION <br />BY MANUFACTURER <br />.A. <br />SD3 <br />EXTERIOR NINDON BUCK DETAIL <br />PREFABRICATED HOOD TRUSSES 24" <br />ON CENTER - SEE ROOF PLAN <br />HORIZONTAL 'RAT RUNS' <br />IOd RING SHANK NAILS AT <br />b "o.c. AT PANEL EDGE AND <br />INTERMEDIATE SUPPORT 4" o.c. <br />@ GABLE EN05 FIRST 48" <br />BACK $ FASCIA <br />D TYPICAL ROOF SHEATH I NC NAIL PATTERN <br />503 NOT TO SCALE <br />"L" BRACE TO EXTEND AT LEAST cIO% <br />OF WEB LENGTH (5EE TABLE) <br />STUD <br />5PAGING <br />"L" BRACE <br />NONE <br />(1) 2"x4" <br />(2) 2"x4" <br />(2) 2"xb" <br />16" <br />0'-0"-4'-5" <br />4'-5"-51-0" <br />81-0"-12-0" <br />12'-0"-I6-0" <br />24" <br />01-0"-4'-0" <br />1 4'-0"-7'-0" <br />7'-0"-10'-0" <br />10'-0"-14'-0" <br />C CABLE END "L" BRAG I NC NOTES <br />SD3 <br />IOd X 1-1/2" NAILS <br />@ 3 O.G. 5TAGG. <br />(TYP) <br />CLIP EDGE OF <br />5HEATHING AS NEEDED <br />FOR ROTATED P051TION <br />BLOCKING PANEL DETAIL <br />N.T.S. <br />&d NAIL5 @ 3" <br />O.G. INTO EACH <br />BLOGKING PANEL <br />ROOF SHEATHING - <br />AS PER 5EGTIONS <br />FASTEN EACH BLOGk <br />GMY HALL W/ 51 MP50N <br />CLIP H/ (6) I Od X I <br />LONG NAILS AT HOOD <br />(3) 1/4"X2-1/4" L <br />TAPGON5 AT GMU V <br />TRU55 CONNECTOR <br />PER TRU55 LAYOUTS <br />2x4 @ TOP <br />7/I6" MIN. <br />PLYWOOD OR <br />05B 5HEATHING <br />2X4 P.T. @ BOTTOM <br />TWO (2) ,5d TOENAILS 2X4 <br />LOGKING TO TRUSS <br />HORDS (TYP) <br />ROOF TRU55 A5 PER PLANS <br />DD BLOCKING PANEL <br />ETHEEN TRU55E5 @ 4'-0" <br />.G. SEE DETAIL ABOVE <br />�;)R BLOGKING PANEL <br />ON5TRUGTI ON <br />�50NRY WALL AS <br />rrR 5EGTIONS <br />EXTERIOR WALL DETAIL AT <br />Y ROOF TRUSS BEARING <br />5D3 N.T.S. <br />SHEATHING AS PER <br />SPECIFICATIONS <br />FASG I A AS PER _f:5 <br />ARCHITECTURAL <br />DRAHING5 <br />2"x5" BLOCKING @ MID <br />ELEVATION <br />2"x8" @ 12" O.G. <br />1/2" 055 H/ &D NAILS @ <br />PRE-ENGINEERED <br />TRU55 AT 2'-0" O.G. <br />iEE TRU55 LAYOUT <br />-51MP50N 5P2 <br />51MP50N LTTIcl @ EA END <br />SIMPSON 5PI <br />4" O.G. AT EDGES AND - - - <br />4" INTERM. FT11a I/2"(P 8" ANCHOR <br />FIx <br />BOLT @ 32" O.G. <br />KNOGK-OUT BLOCK <br />W/ #54P POURED <br />SOLID <br />FRAM I NC ABOVE TIE BEAM <br />BEARING <br />i-I GMU CABLE END NALL WFLAT GE I L I NC <br />SD3 NOT TO SCALE <br />ROOF SHEATHING NAILS AS <br />SPECIFIED (SEE <br />NOTES/DETAILS) —� <br />2x6 BEVEL CUT SYP #2 <br />S—DRY LEDGERS @ EA. <br />HIP —SET TRUSS, ATTACH <br />TO TOP CHORD W/ 10d <br />NAILS @ 6" O,C, <br />STAGGERED <br />NOTE 1: <br />IF LEDGERS ARE INSTALLED AFTER <br />ROOF SHEATHING IS ATTACHED TO <br />TRUSSES, FASTEN TOP OF BEVELED <br />LEDGER TO ROOF SHEATHING WITH <br />FULL BEAD OF CONSTRUCTION <br />ADHESIVE. <br />OPTIONAL ADHESIVE. <br />SEE NOTE 1. <br />ROOF SHEATHING <br />HIP —SET <br />ROOF TRUSSES <br />@ 24" O.C. <br />ROOF SHEATHING SUPPORT <br />LEDGER DETAIL AT HIP -SET TRUSSES <br />N.T.S. <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CORD BLOCK 15T 4 ROWS <br />OF TRUSSES 4 SHEATHING <br />EDGES <br />1/2" PLYWOOD �2"x4" BLOCKING . <br />2" 5U5FAGIA <br />DROPPED GABLED END: <br />2"X4" @24" O.G. <br />DROPPED GABLyyE��TyyRUUTT5��5 <br />SEE "L" �'I PL11'WOOD H/ 100 NAILS <br />@ 4" O.G. AT EDGE5 AND 10" <br />PRE-ENGINEERED TRU55 AT <br />2'-0" O.G. <br />ALTERNATE 51MP50N L5TA15 <br />5TRAIG-H STRAP @ 4'-0" O.G. <br />ALIGNED H/ GABLE HEB <br />ATTACH TO TRU55 H/1-I0d x I <br />1/2 AND TO MASONRY H/ (3) <br />3/16"x 2 1/4" TAPGON5 <br />IMP H2.5 <br />SEGTION AT CABLE END OVER GMU NALL <br />2 "x4" BLOGKI NG @ <br />"L" BRACE ATTACHED W/ <br />IOd NAILS @ 4" O/G <br />TYPICAL <br />GABLE TRU <br />DOUBLE "L" BRAG I NO DETAIL <br />SECTION <br />NOT TO SCALE �05 <br />2"x4" GRO55 BRACE @ RIDGE <br />FASTENED AT EA JOINT H/ (2) IOdx3" <br />211x4" BLOGKING @4&" O.G. FOR THE <br />FIRST (4) ROHS OF TRUSSES FROM EA <br />END TYP. BOTTOM CORD ATTACHED <br />W/ (2) 16-d TOENAILS <br />SIMPSON HGAIO OR EQUIV. INSIDE OR <br />LPT4 OR EQUIV. OUTSIDE AT 45" O.G. <br />3 PER TRU55 (MIN) <br />2"xb" P.T. SILL H/ 1/2" A.B. @ 4&" O.G. <br />KNOGK-OUT BLOCK H/ #5 0 <br />POURED 50L I D <br />2"x4" BLOCKING @ 4&" <br />O/C <br />"L" BRACE ATTACHED W/ <br />IOd NAILS @ 4" O/C <br />TYPICAL <br />GABLE TRU55 HEB J <br />S 1 NOLE "L" BRAG I NC DETAIL <br />SEGTION 2 <br />NOT TO SCALE �03 <br />LA <br />In <br />w <br />W <br />m <br />O <br />�, <br />V I <br />O <br />O <br />dd <br />� Off <br />[ N <br />S 2 <br />y <br />fn <br />ao <br />i <br />o LL <br />Zw= <br />o <br />W <br />� a <br />LU 0; <br />� <br />� <br />000 <br />LU <br />g <br />Z .26 <br />w z <br />a <br />t <br />Ll- 21 <br />>= <br />Z <br />WNa <br />o <br />LL <br />Ir <br />O <br />s <br />wWJ <br />Z <br />�Z <br />marWEB <br />�6di <br />00 <br />rn <br />cj CO <br />Q— <br />d= ° W W <br />_j <br />�; Q � <br />U_ <br />® °a <br />J <br />=N <br />Z <br />u a <br />cf) <br />z <br />� <br />0 <br />9®< <br />W <br />Q <br />w <br />OSi <br />o�N <br />cn <br />cn <br />O <br />ca <br />s <br />�" <br />U <br />0 <br />tCS <br />_O <br />� <br />CC <br />W <br />0. <br />cz <br />L <br />> <br />(n <br />Cn <br />^CL <br />N <br />BSB <br />DESIGN <br />www,bsbdesign.com <br />100 Main St. Suite 209 <br />Safety Harbor, Florida 34695 <br />8132654808 <br />JOB NO: AM PROJ MGR: LCC <br />DRAWN: LCC CHECKED: <br />STRUCTURAL NOTES <br />AND DETAILS <br />SD3 <br />
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