Laserfiche WebLink
fr A k C N I T E C T• <br />y <br />y_1 I a <br />CJt <br />CJ3 <br />CJ5 <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />2X4 BLOCKING BETWEEN — <br />TRUSSES 24" O.C. TOE NAILED EJ7 <br />TO ADJACENT TRUSSES W/ (2) <br />16d COMMON NAILS & SECURE <br />TO BM. W/ SIMPSON LTA2 USED EJ7 <br />TO BRACE TOP OF WALL. <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />n to <br />ti✓� U � 1 <br />iiI <br />CJi <br />CJ3T—— <br />u <br />U <br />x x <br />n " p <br />I <br />I <br />VCJ5T <br />I <br />Y p p <br />EJTT <br />�I.a= <br />EJTT <br />RIDGE IN <br />CJ5T <br />I <br />>oy • <br />IIIIII AN„ <br />x n n <br />NIICJ3T <br />CJ1 <br />p <br />y <br />I <br />��NIN�N <br />p 11 II <br />N <br />11 11 <br />N <br />N II N <br />N <br />N <br />N <br />p N ■ <br />N <br />a " <br />11 <br />w N N <br />11 <br />11 <br />p <br />� WLL N <br />u <br />tl Y 8oQ¢n Nep <br />NM <br />11Np11 <br />NpN <br />wci fl <br />N <br />11 <br />11 <br />N lava <br />II N ~ Y <br />n <br />II q <br />11 <br />E E E o a <br />I <br />_J <br />CJ3EI � <v 0 0 —a <br />n n l Ix n n u x F <br />u;a ZLMN3 k�N <br />uI� R E�o�amwug 1 <br />Nn Na ix n B N w� Y■ Sio I LLI 0 <br />N B <br />11 I � q `.y�`CJ3EI <br />dtl AA NA . <br />11 C. .t <br />[INNNNNNNMII <br />II N N p V 1 <br />IIII � Ipgpl INpI q <br />N m Itlppl " R 9 <br />INI p <br />u IRIDGEp <br />N 11 m <br />N <br />n 11 <br />np <br />E <br />M <br />"IN <br />1 1BpN1 <br />11 N <br />g <br />Y IINNII <br />INNI <br />1NY1 Ip&I <br />11 <br />11 11 <br />p N <br />I16n1I I1InIII <br />6Nu <br />p <br />^ n <br />N N <br />m m In n m en Q < Q < Q G ryl Y eo ro a_ _N o .- <br />< ¢ a a a a a a a ¢ a a m <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />a A. <br />II <br />II <br />— H CJ5 <br />,•�_:� I EJ7 <br />II <br />•�•�J EJ7 <br />II <br />II <br />•®_�� EJ7 <br />I <br />1=:=:i I EJ7 <br />y�A <br />it <br />•I CJ5 <br />•� I I <br />1 II <br />=�. EJ7 <br />1A <br />•�� CJ5 <br />II <br />II <br />q CJ3 <br />II <br />n CJ1 <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)1Od x 1 112" HOG 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 />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 />B. 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 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 />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 />NOTEDOTHERWISE. <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 / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS, <br />4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />Design <br />Grnu <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwabdeslgngroup.eom <br />L AA#:0003325 J <br />�i <br />AN <br />Bt! <br />a <br />auumv. ae L.07 <br />SILVERADO <br />LOT #1 <br />BLK #13 <br />P1iOJECT# <br />> o3m." <br />"2558-HAWTTHORNE" <br />GARAGE OWDIC: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />PAINT MOON <br />DATIIIII/20 <br />aCALIC: 1/4"=1'-0" <br />8HEET <br />s3 <br />