Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 WI (14) 10d x 1 112" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W1(8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON HIGA OR LGT2 W/ 10d x 1 1/2" HDG 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 />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />8. 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 />9. PLACE 20 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @. 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 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 I 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 />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON <br />NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED TO N <br />y✓� U U c8'i BRACE TOP OF WALL. <br />CJt <br />—v---x---n- <br />I q — q � �� � <br />�I <br />� EJ7 <br />1 <br />CJt <br />CJ3 <br />p x"111g pr <br />=AlACH14'-0" <br />I I n" x u ng u x x n n n <br />AIG <br />/A9.G <br />CJ3 <br />CJ5 <br />I=: a x 0 <br />2x SCAB TO1A <br />l u TRUSS W/ 10d NAILS @ 6" O.C. u <br />(4" FROM EA. END) <br />CJ5 <br />GT1A <br />, <br />a vet : aa� �� a:� a mYnae s a a :asc a <br />6 <br />a ®..�{G aa�e mme�lLmmdmm.®a ammal.amma <br />as:�:a�saaa=.e�a :mm�mma(:.ame mm::�sey�amm. <br />C1 <br />II II <br />mmeae�amm.mma�e aa�Lmmaaa_a saaaaiamma�aai_aaasa.a <br />1 � <br />ti� <br />aaev I ae>eo mma mm amm •mmeae:a :a <br />oU <br />II <br />_ 00 <br />mmaal.aaasaa�aL.mmeae�6 almmammaee.L.mmamm.eLamma <br />(� <br />g <br />m"mTED RODF I <br />aea�a a ®mm�Q.O.�I a�mm.®aaaaa}:mma�aa�seaa==s <br />a� I II <br />aaee_a�II aaa>saa®a Ja�a�ae�II ammee®aeLemma <br />I�aa�aa®I6 <br />amma�Oammammsgesa:aa®p ��®a�avoy�. mm. mm.a�amma <br />�a <br />�a a Jiemm a�^L�,A <br />e, �� .mmeT.mm� 1lmme �>/aa�aTa�. <br />.ems. �.mmemme�.mm.mm� 1e�amm.�.mm:mm.�.mm.Q <br />1A <br />3.1 <br />e�.Tamm.mme�.mmemmr ,mme_.e�.mm._.T._a <br />.mm.Tamm.mma�.�emm .Imm.�ea.� 22" �aeremm. A2 <br />C I <br />ammaee�ammamma .mm mm mm.aae 4 A�� SI-®J. a®. A3 <br />a <br />A4 <br />as®eea�,ammamma�e a mm�mma aa�.mma.�..�.�aa>=oa <br />aaa:.aavea .a mm�aes.mm mmaaaaa.aaamm: AS <br />A6 <br />:mme�amma . to <br />1 <br />A7 <br />to <br />4 - - GT A8G <br />amm. e <br />07— <br />A w <br />q <br />I -� <br />O_ <br />�� <br />1; <br />n n a x x u <br />.1 @n pq fp' 1n� gp =mm <br />A II N I U II p <br />CJ5 <br />CJ3 4 <br />to <br />1 <br />e,�>♦ <br />-I�d <br />Y. x <br />1A <br />Y N N I <br />EJ7 <br />p 4 <br />CJ7 <br />6� <br />8 7 w <br />, <br />FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />c3 c3 c3 'v- <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.aUdesiBngmup.com <br />L AA #: 0003325 <br />b <br />ty <br />a1MDIV as LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #7 <br />PROJECT <br />04181.00 —13071 <br />1 omia <br />4EAB <br />"1672—ARIA" <br />OARAGE SWING: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />%160 MPH EXP. %Cff <br />