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FRAMING NOTES: <br />1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). <br />9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />>B 9A 10B 3 <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL <br />10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" "x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />_ <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />it <br />II <br />II II II <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />" " to x ° <br />11Opp ° (I ° <br />x x <br />IxIp'' <br />x <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />II <br />II <br />II (I II II'I <br />N II II I) <br />II N �I <br />II h <br />II <br />RATIONAL ANALYSIS. <br />n <br />II <br />N <br />❑ �� I, A 'I �( A <br />it <br />iI I' <br />I' <br />fl <br />fl <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />it xx <br />ppp <br />xn <br />nnII <br />x x It n <br />p <br />xn <br />N <br />u <br />NOTEDOTHERWISE. <br />II <br />II <br />II II (I N <br />N N U <br />II u II <br />N <br />1 <br />1 <br />IIII <br />II <br />II II It <br />of II to .1 <br />I <br />19 J2 <br />II <br />..1 to n .1 <br />II IAII <br />J3na <br />1 n <br />IIr_h__II <br />n <br />i <br />_ 11 <br />�1;II <br />TRUSS MANUFACTURER /ENGINEER NOTES: <br />u <br />q II <br />1 <br />u <br />II <br />u n n n x it x Itn <br />�I I) �I II II N II <br />II <br />a I', to, n <br />II (I II II <br />n n <br />II I) <br />un <br />n <br />q <br />1 <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2.6 6TM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />II <br />mll <br />II <br />(I <br />zxa Wv11 WALL w <br />II II u n <br />SYP. N0.2 STUDS n <br />II II II 12 O.C. <br />N InI <br />WALL W/ D x n <br />WALL W! <br />u n <br />tl <br />n <br />x BM1 TO CMU WALL W/ <br />SPAPSON LGlM 46,SDS W/ (4) i(' x 4' <br />'I <br />TREN HD ANCHORS AND (4)Y' x 2X1' <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />II N N I� N <br />SYP. N0.2 <br />/BOB <br />j. e <br />1� �5�3 <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />�� <br />II <br />�� <br />I <br />�� Ii II <br />J n II II II 1 II II <br />II STUDS n II <br />n to <br />3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />'I <br />jl <br />II <br />12" O.C. <br />TRUSS CONNECTIONS. <br />x I <br />I <br />BMi <br />4- AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />I I <br />II <br />WALL W// DSL I� Jpl <br />MAINTAIN AT LEAST 6' FROM THE CENTER OF THE COLUMN. <br />'I <br />II <br />STUD UNDER II J6 <br />q <br />EACH JOIST <br />n <br />n <br />Ii x <br />u <br />II <br />flu <br />4 DBL STUD <br />I .i i I u n n <br />------ <br />- <br />II <br />II <br />PROVIDE <br />II II I 2X4 WOOD <br />DRAFT STOPPING II WALL W/DBL. <br />II <br />�� <br />ALONG THIS TRUS AS TO B STUD UNDER ° It <br />q <br />- — <br />(I <br />LIMIT APER II EACH JOIST <br />FBCR 3302.12 <br />FIRE I <br />n <br />n <br />u n u n u n u It <br />PRE-FABRICA .FLOOR <br />RAFT T <br />JOISTS®24_O.C_— <br />J <br />II <br />II <br />II I) II II �I II I) (I <br />—_—_—_dI <br />314" SUB <br />FLOOR �" <br />It <br />n <br />n u u <br />2X4 NAILER <br />II <br />II <br />II I) II II I) O <br />FOR DRAFT <br />STOP <br />FLR. TRUSS = <br />n <br />R <br />u u <br />- <br />II <br />II <br />I) II I11 II II ( ) II II <br />II <br />11 <br />II 11 11 11 II � it 11 <br />ELEV. VIEW <br />x <br />(I (� II I� (� I� <br />1A <br />PRE-ENG. FLR. JOISTS <br />I <br />B <br />u n n u u n n n <br />L UJ <br />11 u n n x FCT <br />10 N ® <br />n x x <br />i I I <br />u <br />i <br />x 3.1 <br />I <br />J I <br />- <br />---- <br />— — a - <br />--------------- <br />1 x n n Mtn <br />x x <br />x <br />aL <br />3/4"PLYWOOD �11 <br />DRAFT STOP <br />83 <br />' <br />'I I <br />LLII <br />t <br />1� MGE2 <br />MGE1 <br />PRE-ENG. FLR. JOISTS <br />31 <br />2X4 NAILER FOR <br />DRAFT STOP <br />t <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />FIRST FLOOR <br />FRAMING PLAN <br />DETAILS <br />SCALE: 1/4"= l'-0" <br />IJOIST <br />COLUMN SCHEDULE <br />MARK <br />SIZES <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X6 (3 JQkS)Q') SYP. <br />HTT4 W/5/8" DIA x 5" <br />5/S3.1A <br />PT., WOOD POST <br />EXP. BOLT <br />11 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />wwwsbdexigngroup.00m <br />AA A: 0003325 <br />Rm, QJ q . <br />E 14 <br />o <br />� <br />o <br />a <br />y <br />O <br />[PROJECT# <br />UHDIV. dt LOT:BBOTT PARK <br />LOT #7 <br />BLK. #9 <br />04181.000-07091 <br />MODEL <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 97IIT7G: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />1160 H E C <br />AN <br />No 93723 —I. <br />D � 05/06/21 <br />SHEET <br />S3 <br />