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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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 />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"' .2 718" LONG, WITH WASHER @ 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER I ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/A24 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS. <br />4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />SIZE 6 <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />4- (3 Y2"x5 X') SYP. <br />ABU46Z W/5/8" CIA x <br />WD 1 <br />PT., WOOD POST <br />5" EXP. BOLT <br />f--------I <br />FIRE <br />I DRAFT STOP � I <br />3/4" SUB <br />FLOOR �L 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. STOP <br />FLR.TRUSS <br />ELEV. VIEW <br />1 <br />PRE-ENG. FLR. JOISTS—I� 3/4" PLYWOOD—_ ,�JI11I <br />DRAFT STOP II <br />PRE-ENG. FLR. <br />I fl <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />m <br />_-_m <br />m <br />m <br />r <br />1 <br />y,S U U w w w w w w w w w w w U U 1`�� <br />1 <br />DJ'I I II U B II II � II II � I <br />II II II ICJ, N <br />CJ31 p n u I 1; I n II n n 4= ICJ3 <br />1 ! CH5 <br />1 CH7 <br />J. <br />a1________ 1 <br />IIII II II II II II II II II 0 II II <br />I. II II II II II II II II FOR L8N3LE <br />ENINITH <br />II ; I �� �� II II II II II II II II I III II II II <br />u n u II u u u u I pI u u u <br />4 WO D BE IN <br />G II II II II II II II II II III II II II <br />ALL /SYP 0.2 <br />STUD @ 12' .C.. II u u u II u u u u lu u u u <br />II T '.F IM°D II II II II II II II II II III II II II <br />II II �� II II II <br />II II II II <br />II II II II II <br />II II <br />II <br />II II II II <br />II II II II <br />lY <br />1 — <br />Bk1 H Bk1 <br />U Bk1 Bk1 U Bk1 U Bk1 LBBk1 <br />LILBW U Bk1 U Bk1 Bk1 LLB <br />J71GR <br />LBw <br />C61 =_ <br />— <br />----- <br />91 <br />2X4 WOOD BEARING <br />-= <br />WALL W/ SYP NO.2 <br />STUDS@12"OL <br />TOP U WOOD WALL <br />4 �I <br />,1 O 1c=== <br />r• <br />--�li <br />STAIRS EL. 9'-4". <br />C82 <br />— <br />J19GR — <br />m <br />m <br />A7 u— _ = z2X4 WOOD BEARING <br />4 t0A I ♦ WALL W/ SYP NO. 2 2X4 WOOD BEARING I -JOISTS SPACING ES SEE a <br />STUDS (� 12" O.C.. I WALL W/ SYP NO.2 <br />1 ' 1B .1 I ♦ PLACE DbL STUDS STUDS 12" O.C.. <br />A7 =_ =—=—p ♦ UNDER EA. I- JOIST --- ----- <br />1 1 ♦ D'\' <br />A71 _I _v <br />A7 -- 1 == . J <br />I PREFABRICA D WOOD ROOF I STAGER LEDGER <br />A71 TRUSSE @ 24" O.C. MAXI BOLTS ON EA. SIDE <br />OF LINTEL <br />1 <br />El s 1 <br />1 <br />1 I IGR <br />1 <br />CJ5 =_ <br />1 <br />�ELI'� — ` ©'olllo��lol��ol�,•r� ,T�;Iol�loll <br />o <br />®Ell, <br />I <br />CJ3 n n n n n n L:J3 <br />CJ11 II u II II II II ' 1 CJ1 <br />� 1 <br />U U U <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />A R C 8 1 T E C T E <br />Des Ign <br />ff`UL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.ebdesigngrou"" <br />AA #: 0003325 A <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81&886-2628 <br />FAX: 813-886-2802 <br />sUHDIP. & LOT: <br />SILVERADO <br />LOT #8 <br />BLK #10 <br />PROJECT# <br />03719.001-08101 <br />MODEL• <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />1 PH C <br />N <br />SCALE: AS NOTED <br />SHEET <br />S3 <br />