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6896 Silverado Ranch Blvd
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6896 Silverado Ranch Blvd
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Last modified
3/21/2025 9:42:42 AM
Creation date
2/19/2025 11:46:20 AM
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Building Plans
Street #
6896
Location
Silverado Ranch Blvd
Contractor
DR Horton
Building Plans - Permit #
19368
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FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />R90521 ON J' O.S.B. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T, IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2xroo SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />DOUBLE TOP PLATE <br />WINDOW HEADER SIZE <br />VARIES PER WINDOW <br />OPENING SEE HEADER <br />SPAN CHART FOR <br />DETAILS <br />D.S.B. SHEATHING OR J' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />1/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIFIBER JUM50TEX <br />GRADE '0' PAPER OVER <br />TYVEK BUILDING WRAP <br />(REFER TO STUCCO <br />SPECS FOR COMPLETE <br />INFORMATION) <br />NOTE: SHEATHING MUST <br />NOT BREAK I'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. a TOP AND BT, <br />OF FLR TRU55 (TOP 2x4 <br />SUPPORTS BT PLATE OF <br />2ND FLR, BTM. 2x4 IS FOR <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) 126 NAILS a EACH <br />TRUSS. BTM, RIBBON TO BE <br />P.T. - <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/TRUSS PLAN <br />THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2- STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />1 FLOOR FRAME <br />2x STUDS a 16' O,C. MAX W/ <br />INSUL„ SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />" T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />SIMPSON HETA-16 EMBED. <br />STRAP a 32' O.G. MAX VERIFY <br />W/TRUSS PLAN <br />' GYPSUM BOARD OR %' <br />HIGH STRENGTH CLG. BOARD <br />0 <br />EE ENERGY CODE FORMS <br />DR INSULATION R-VALUES <br />GYPSUM BOARD OR <br />IGH STRENGTH CLG. <br />SOARD <br />WIST STRAP VERIFY W/ <br />RUSS PLAN <br />IINDOW ATTACHMENT AS <br />'ER MANUFACTURES <br />,PEC IF ICAT IONS <br />WINDOW SILL <br />2x STUDS is 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />J' GYPSUM BOARD OR %' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(U S REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />III 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />16 O.S.B. SHEATHING OR J' CDX- <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />05 _ <br />1/8' THICK, 3 COAT PORTLAND-\ <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />2x4 CONT, a TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />IS FOR WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />12d NAILS is EACH TRUSS. BTM. <br />RIBBON TO BE P.T. <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />s/B' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FLOOR CONNECTION AT PAF <br />RPENDICULAR PRE-ENG FL( <br />SCALE: 3/4' - P-0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R'3052.1 ON a' O.S.B. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK (SEE SEALED <br />TRUSS ENG, FOR SIZE 4 <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'x6' TPRU-BOLTS a 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 126's 8' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 a 24' <br />O.C. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />O.S.B. SHEATHING OR #' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/8' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />NOTE: SHEATHING MUST NOT <br />BREAK 1'-4' MIN, FROM 2ND FLR <br />LINE <br />2x4 CONT. a TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />15 FOR WALL SHEATHING <br />NAILER) FASTEN EACH 2X4 <br />RIBBON W/ (5) 12d NAILS a <br />EACH TRUSS, BTM. RIBBON TO <br />BE P.T. <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />5/B' THICK-3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />FLOOR FRAME <br />U I SCALE: 3/4'•V-0' <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2) 12d's a EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />DOUBLE TOP PLATE <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS a 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />( INSTALL PER MFG. SPECS.) <br />I' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(I) 05 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) "5 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16, O.C. <br />8' CMU <br />I/2' GYP, WL. BD. <br />WOOD BASE <br />2x STUDS a 16' D.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />NOTE: <br />PER FBCR 13052.1 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (U LAYER UNDERLAYMENT 15 <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />II, ASTM D 4811 TYPE Iv, OR ASTM D 6151 <br />3/4' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />7 <br />FASTENER SCHEDULE ON <br />SHEET 02 <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />(5) 12d NAILS a EACH TRUSS. <br />' GYPSUM BOARD OR }' <br />BTM. RIBBON TO BE P.T. <br />HIGH STRENGTH CLG. <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />CONC. FILLED LINTEL BLK W/ <br />(I) 05 REBAR CONTINUOUS <br />CONC. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />RIBBON <br />4 FASTENING DETAIL <br />2A SCALE: 3/4'=1'-0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RS052.1 ON II,' O.S.B. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS' <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />1,0006 UPLIFT - <br />CONNECTOR <br />2x8 SYP 02 - <br />DBL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP 62 — <br />WOOD STUDS <br />AT 12' O.C. MAX <br />2x8 P.T. SYP 02 <br />SOLE PLATE <br />°5 REBAR a 16' j <br />O.G. MAX, IN <br />CONCRETE <br />POURED CELL, <br />VERIFY PER <br />PLAN. <br />SEE ENERGY <br />CODEFORMS <br />FOR <br />INSULATION <br />R-VALUES Z w <br />iQ z° <br />F fY <br />WALL <br />SECTION - - <br />WOOD <br />FRAME TO y <br />qB LOCK WALL,, <br />EXTERIOR WALL STUDS <br />(WALL SHEATHING NOT <br />SWOUN FOR CLARITT) <br />FASTEN STUDS TO BLOCK WALL <br />WITH USP MSTA48 STRAP WITH <br />FASTENERS AS SHOWN. INSTALL <br />STRAP • E.A. END (UNO) A <br />SPACE STRAPS AS FOLLOUB: <br />-1T0 MPH C': 32. O.C. <br />-160 MPH 'C': 32• o.O. <br />-BW MPN 8': 46O.C. <br />-140 MPH 'C' 48' oL. <br />TOP OF STUD WALL _ <br />ME PLATE t t <br />v <br />TOP OF I _ -L <br />M:46OONRT WALL <br />CMU BLOCK <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 a EA. <br />2X8 STUD <br />i' DRY WALL <br />? DIA ANCHOR BOLT <br />AT I6' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />a EA. 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1) S <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 48' LONG <br />W/6' HOOK a 24' O.G., <br />MIN. 24' IN SLAB <br />2 -O" (P'I!N. <br />IN SLAB) <br />4' CONC., RE INF. W/ 6'x6' <br />WIAXW1.40 WWFf ON 6-MIL POLY <br />ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) 05 REBAR ON CHAIRS <br />— —� <br />PLACE STRAPS SPACED <br />AND FASTENED AS <br />.SHOWN WITH ONE <br />ADDITIONAL STRAP AT <br />EACH WINDOW KING STIID <br />MIN (I0) I0d CO"IOJ NAILS <br />INTO STUD (0.146 DIA X 1 1/2' <br />LONG) <br />FILL ALL REMAINING STRAP <br />HOLES UU I0d NAILS INTO <br />WOOD BACKING <br />DO NOT PLACE SCREW IN <br />Tor HOLE NEAREST TO TOP <br />OF CMU BLOCK WALL <br />0, CO/.NECT BOTTOM OF <br />STRAP TO CM BLOCK WALL <br />W/ (1) 3/I6' DIA X 1-1/4' <br />— SCREwb MASONRY <br />EXTERIOR STUD WALL CONNECTION <br />TO FIRST FLOOR MASONRY WALL <br />3 SCALE: NTS <br />A R C N IT E C T i <br />6 <br />Design <br />Grou l�a <br />1.441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407.774.4078 <br />www.abdesigngroup.com <br />AA M. 0003325 <br />w <br />y <br />m <br />ti <br />0 <br />0 <br />h <br />0 <br />EiunDIV. so w <br />SILVERADO <br />LOT #2 <br />BLK #7 <br />PltojwT# <br />04128.000-00271 <br />moDlu- <br />4EBB <br />"1828- CALI" <br />QAAAQZ B'WMG: <br />LEFT <br />PAG& <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />DATA 10/20/17 <br />SCAM 1/4"=1'-0" <br />Siim= <br />D4 <br />
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