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SECOND STORY PORCH DATA SCALE: II }_�� 3/28/18 1/4 = 1-O FIREPLACE FLOOR FRAMING THERE ARE 2 PLY 16" DEEP 2.OE GP LVL LAM BEAMS UNDER THE SECOND STORY PRE-FAB FIREPLACE TO CARRY THE LOAD OF THE STONE ON THE EXTERIOR CHIMNEY. THE INTERIOR FINISH ON THE FIREPLACE WILL BE A MANUFACTURED LITE WEIGHT STONE. THE LVL LAM BEAMS ARE RATED AT 3149 POUND PLF. l l'-411 i l'-ro3/4" 2x12 *2 PT SOUTHERN YELLOW PINE FLOOR JOISTS 16" OC WITH 1/2" PT DECKING. SLOPE THE PORCH AWAY FROM THE MAIN HOUSE AND USE DECKRITE WATER PROOFING SYSTEM FOR THE PORCH FLOOR OR SOMETHING EQUAL. 54'-0" 31'-411 OUTSIDE OF SECOND STORY PORCH _7'401/2 11 mm im 11'-64' 11 THE MONO TRUSSES, MONO GABLE GIRDER AND CENTER LINE OF 6x6 POSTS THE REAR COVERED PORCH HEADERS WILL ALL BE DBL 2x12 *2 SYP THE MONO GIRDER WILL BE ATTACHED TO THE NOTCHED INTO THE SIDE OF THE 6x6 POSTS AND FASTENED TO THE HEADERS WITH SIMPSON H2.5A HURRICANE TIES. POSTS WITH (2) 1/2" LAG BOLTS NUTS AND WASHERS. THE SIDE HEADERS WILL BE ATTACHED TO THE BACK OF THE POST WITH A SIMPSON HUC210-2Z. -- ---- - --- ----- ----- --- -------------------------------------------------------------------------------------------- -- ----- ----- -- ----- ---- --, I I mg---- ----- ----- ----- -- --- --- --- --- - - --- --- --- - --- --- --- --- - - -- --- - - --- --- --- --- --- - -- ----- ----- ----- --- ' ' HUG210-2Z - - - NUC210-2Z , I if Fill w w ' � I ui -� ZILL 2x12 02 SYP FLOOR JOISTS 16" OC WITH A SLOPE IN THE TOP TO THE OUTSIDE OF THE PORCH Q W I FLAT &RDER O O O O FLAT GIRDER U1l � m� O Z u U ' z m�� O � Sl V I I I (V N I I I I x ACKED BEARINGcl U z z SYSTEM 42 FLOOR TRUSSES 16" OC 0 I I I I I ` ~ AC CHASE AS LARGE AS POSSIBLE A 0 � Z I ---E}-- -------------------------------------------- ----------- =- ---------------------------------------------0 Q ------------- ---- -- - d 1; tu m 0 O I U! I ' 11)13 W 7 W I I �� F O� - i QIV (k Q a I N v Q r- I 14'-1" 5'-8V2if 3-10112 4'-2" 26'-211 Q 4 1/2"x 3 1/2" ' 2.OE 16" 2 PLY GF` LVL LAM BEAM SACKED BEARING - FLOOR LOADING ONLY H ' — -------- --- -------- ' 3 PLY 2.OE 16" 2 PLY CAP LVL LAM SEAM (FLOOR LOAD ONLY) I <t - N =n i - - - - - - - - - STACKED BEARING u _ LINE OF LOFT ABOVE 4 1/2 x 5 1/2 ---------------------� ATTACHED THE LVL TO THE - ctl At - - - - - - - - - - STACKED BEARINCa ATTACHED TO THE SLAB WITH TOP OF THE MASONRY WALL = WITH A SIMPSON AN NTT4 Q N i _ - - - - _ _ _ _ _ SIMPSON NTT4 TENSION TIES' I , TENSION TIE AND 5/81' x 8" - AND 5/8" x 12" J-BOLTS. ' J-BOLT. AG CHASE AS LARGE AS POSSIBLE 1,-011 ' - - - - - -------------- I At _ j - 1 - - - - I - \ BALLOON FRAME ALL WALLS NEXT TO VAULTED OR Ql SYSTEM 42 FLOOR TRUSSES 16" OC .' _ _ _ _ _ _ ; _ CATHEDRAL CEILINGS WITH 2x6 02 SPRUCE 16"OC. UP 1 TO THE UNDERSIDE OF THE ROOF SHEATHING, 3 13 ' - - _ _ _ - - i - ATTACH THE FRAME WALLS TO THE MASONRY FIREPLACE 0 - _ _ _ _ _ _ _ WITH SIMPSON TITEN MASONRY SCREWS 4" FROM THE ; 'IF' TOP AND 50TTOM AND NO MORE THAN 16" OC. FLAT GIRDER STACKED BEARING ' ATTACHED TO THE SLAB WITH - - - - J 2x8 FLOOR JOISTS 24" OC SIMPSON HTT4 TENSION TIES ' AND 5/5" x 12" J-BOLTS. ' FRAME THE 2x6 CABLE WALL WITH THE STUDS STARTED I i WITH AN ODD SPACE TO NOT INTERFERE WITH THE SPACINGS � OF THE GREAT ROOM ROOF TRUSSES. ' 0 ' AI HANDLER LOCATION ; 2 j'-0" NVil I I �74 ' ' I -� - , r INTERIOR RIDGE . I i TRIPLE 2x12 RIDGE BEAM I I THE FLOOR JOISTS WILL BEAR d; ; 2x8.2 SYP RAFTERS 16" OC. 2x8 »2 SYP RAFTERS 16" OC. ; :w TR INDICATES THE APPROX p ON SIMPSON LU26 U HANGERS � 1 LOCATION OF THE 1/2" THREADED S�l' ATTACHED TO THE BOTTOM CHORD A; ; THE 1 IS HEADER OVER THE CENTER PORCH POSTS A SINGLE 2x12 AND A 3 PLY 11 1/4" 2.OE GP ; :� RODS FOR THE UPLIFT CONNECTIONS � OF THE ENGINEERED FLAT GIRDER. Q; LVL LAM BEAM. ;Q ON THE FRAME WALLS. I I I I DBL 2x12 HEADER ---- i DBL 2x12 HEADER 11 j I-L i RAILING POST RAIONG POST I i THE FRONT PORCH GABLE FRAMING WILL BE MADE OF TRIPLE 2x12 RIDGE BEAM THE FRONT PORCH BEARING POSTS WILL BE 8x8 *2 PT SYP AND THE (3) 2 PLY 2x12 *2 SYP RAFTERS, (3) 2 PLY 2x6 *2 SYP AND 2x8 RAFTERS 1(o" OC, RAILING POSTS WILL BE 6x6. THE BEARING POSTS WILL BE ATTACHED DIAGONALS AND A 6x8 *2 SYP CENTER POST. TO THE TOP OF THE COLUMN BASE WITH (2) SIMPSON HETA20 EMBEDDED THE ROUGH FRAMING WILL BE COVERED WITH Ix ROUGH STRAPS WITH A MIN OF 4" EMBEDDMENT INTO THE MASONRY BASE. SAWN MATERIAL. 11'-4!/2" 8'--f" 11'-4 THE RAIL POSTS WILL BE SET IN SIMPSON ABUro6Z POST BASE. !gym 1-4 11 THE HEADERS FOR THE FRONT PORCH WILL SET ON TOP OF THE POSTS AND BE FASTENED TO THE INTERIOR POSTS WITH (2) 20" CS16Z FLAT STRAPS AND TO THE CORNER POSTS WITH (4) STRAPS. WHERE THE HEADERS MEET THE MASONRY WALLS USE SIMPSON HUC210-2Z HANGERS. 31'-4" 3S'-411 54'-0" MAIN FLOOR ROOF AND FLOOR FRAMING PLAN THE CENTER POST THAT SUPPORTS THE RIDGE BEAM WILL BE FASTNED TO THE TOP OF THE HEADER WITH (4) SIMPSON H2.5A HURRICANE TIES. THE (4) PLY STACKED BEARING POST ON THE MASONRY WALL WILL BE FASTENED TO THE TOP PLATE OF THE WALL WITH (2) SIMPSON DSP STUD PLATE TIES. THE RIDGE BEAM WILL BE ATTACHED TO THE TOP OF THE POSTS WITH (2) SIMPSON Hto HURRICANE TIES EACH END. sm -1'-411 THE RAFTERS WILL BE CONNECTED TO THE HEADERS FOR UPLIFT USING SIMPSON H2.5A HURRICANE TIES AND TO THE RIDGE BEAM WITH SIMPSON LSSU28 SLOPED HANGERS. DESIGN SERVICES INC. MOBILE/ OFFICE 352-20645821 R. S. HANLEY P O BOX 1325 SAN ANTONIO FLA. 33516 EMAIL: hanleyOro-membargmail.ccm CUSTOM HOMES AND BARNS 16" SYM 42F FLOOR TRUSSES W' OC, 2x4 RIBBON BOARD INTERIOR BEARING PRE-ENGINEERED FLOOR TRUSSES 1(o"OC 16" DEPTH TOP CHORD LIVE LOAD 40.0 PSF TOP CHORD DEAD LOAD 10.0 PSF BOTTOM CHORD DEAD LOAD 5.0 PSF DURATION FACTOR OR 1,00 • e No.5360 STAT � s _ / 10 • 46 i • �14. 14 J05 NAME and ,ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEPHYRHILLS, FLORIDA 33840 MAIN FLOOR LIVING AREA 1644 SF SECOND FLOOR LIVING AREA 1060 SF FRONT PORCH 251 SF REAR PORCH 504 SF SECOND 5TORY PORCH 292 5F OUTSIDE CLOSET 50 SF TOTAL UNDER ROOF 3801 SF DAV ID W. SMITH, MS, PE, FLORIDA LIC,* 53608 352-521-0865 OFFICE 352-521-086l FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH A8CE 1-10 AND THE 2011 FLORIDA BUILDING CODE 6th EDITION. 0 DAVID W. SMITH, MS, PE, LIC,* 53ro08