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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 12' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ IOd x 1 12' 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 CASTCRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE <br />CONCRETE UNTELS. <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 (41. <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 P81338, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" 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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWSE. <br />TRUSS MANUFACTURER I ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE <br />FABRICATED W/ A 2xe BTM, CHORD (MIN) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTICACCESS <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 />9 <br />0 <br />O <br />b <br />z <br />m <br />00 <br />U <br />9 <br />1� <br />CJ1 <br />CJ3 <br />CJ5 <br />2X4 BLOCKING BETWEEN TRUSSES 24' O.C. TOE <br />N / NAILED TO ADJACENT TRUSSES W (2) 16d COMMON <br />/ NAILS 6 SECURE TO SM. W/ SIMPSON LTA2 USED TO <br />BRACE TOP OF WALL <br />U U U <br />_ n n <br />I II <br />I II <br />n 1C <br />3.1 <br />1 n x n n If n <br />tl II N H H II <br />N ATTACH 4'-0' LONG 2x SCAB TO <br />TRUSS W/ 10d NAILS Q S' O.C. <br />(4" FROM EA. END) <br />11 x 11 0 II u <br />I I I I I <br />x x x x x as <br />A14G <br />yy <br />=dR a aaa# <br />I <br />a a e� z a aX aaam s_ saw <br />I I e <br />as <br />s saae s a : att>�1 <br />la I <br />Al <br />—a z�ssssa:�azm <br />— <br />aaaax�aa <br />II1f1 A <br />aaa�a=s _ AB <br />Iljj <br />aa�zgsakasas <br />I <br />saasa <br />I I <br />aa=Fzs®aaaos�a:css�4 <br />I I <br />aaaaasss <br />==:warn _a� a <br />aaaa�aaz�:aaas=s:=_2 <br />I <br />I <br />I I <br />I I <br />I <br />I <br />I I <br />I I <br />asaos �aaa <br />�aa=a �aaaacs <br />�s�sa�asa>=a�zzaaaa <br />—='ham----t---\-� <br />i• <br />- ---- <br />-�- --- <br />j <br />I <br />Ii I <br />I <br />22"x54" <br />IJ I ACCESS I I o <br />I <br />I I <br />I <br />I 1 <br />— -�•— <br />• 1A .�. <br />a x a a� <br />3.1 <br />s aa:x a� _ <br />— — <br />= <br />1A <br />aayc s ssas= a ax— a a aY aaa� <br />I <br />I <br />3.1 <br />I 1 <br />C1 / _ <br />\ <br />6 <br />m <br />C2GE <br />EJ2 <br />s <br />u <br />s i i <br />_ <br />s B2GE <br />W <br />FRAMING PLAN <br />SCALE: 1/4' = V-0' <br />Pr <br />CJ1 <br />CJ3 c <br />CJ5 <br />1A <br />3.1 <br />W� <br />lA <br />3.1 <br />I <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.ebdeslgngroup.c <br />AA R: 0003325 <br />8 <br />rIL <br />BxT=IV. al Lrom <br />ABBOTT PARK <br />LICIT #7 BLK. #14 <br />PHASE: 4C <br />PIIOJaCT# <br />4 .04 -07 41 <br />mozw, <br />"1828-CALL" <br />owl�Aoa ewn�m <br />RIGHT <br />PAGIM <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />DAM <br />10/28/21 <br />8CALM 1/4"=1'-0" <br />elsaaT <br />S3 <br />