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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 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A 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 />S. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENWGS. <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 WLL 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 PBS38, .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 OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2500 LBS SHALL BE <br />FABRICATED W/ A 24 STM. 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 TOASTEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />8= 8 <br />BASE PL^TE OR <br />MARK <br />DESCRIPTION <br />REINFORCEMENT <br />REMARK <br />VJD-1 <br />4X8 (3 X'.5 X") SYP. <br />HTT4 W/5/e' DIA x 5" <br />5/S3. 1A <br />PT., WOOD POST <br />EXP. BOLT <br />r- - - - - - - - - <br />FIRE <br />L— — — — — — — — — <br />3/4• SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. STOP <br />FLR. TRUSS -W <br />ELEV. VIEW <br />1 <br />PRE-ENG. FLR. JOISTS J� 'li <br />3/4' PLYWOOD 11 1 <br />DRAFT STOP II <br />PRE-ENG. FLR. JOISTS II <br />I�I <br />2X4 NAILER FOR <br />DRAFTSTOP <br />3/4• PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />II II II n II <br />II N N N <br />I n n n n <br />n II x 11 II <br />N N N N II <br />n u u u n <br />11 I I II 11 <br />II II II II <br />n <br />N II N N <br />r n u n u <br />L NII <br />N N N N II <br />u n n n u <br />J3 <br />u u u <br />II II II II <br />Ir u x u <br />II 11,12 IIIIIll <br />���111111 <br />Ir n u u u <br />N N g <br />n n u n u <br />N <br />u u u <br />Bill TO CIU WALL W/ <br />N II N II <br />2x4 W" OOD WALL WII <br />II 11 II n II <br />II/ N N <br />II II 'I <br />II N2X4 WOOD IIYP. <br />WALLW <br />NO2 <br />STUDSSIMPSONL0MIHDANWD <br />a12'D.C. <br />N <br />(4)Y'x2K8DBBDRWT08MM <br />SYP.NO2 <br />STU+rDSo.u n <br />II 11 IIMMSC(4RrAD <br />u u n u <br />I tl I II I <br />I N c. p II <br />II 1ND II II II <br />J4===edlll <br />II <br />IN <br />_ — <br />PREF JDOR <br />JOIST80aro.C._ <br />rl� � <br />I I � <br />I Iluu�iii10 <br />I CJ3E <br />I" II n n n n n <br />EJBE <br />CAE — -;,I — — x_ — <br />II II II II <br />II II II II <br />n I n <br />J9 <br />II II II II <br />II II II II <br />u u u u <br />II 2XI 1O II <br />II WALL W DBL. 11 <br />II STUD UNDER I II <br />II EACH JOIST 11 <br />II <br />II <br />II <br />II <br />I <br />III <br />II <br />u <br />II <br />II <br />II IOVIDEII�ITOPPtNG II <br />WALLOW/DB. <br />P <br />II STUD UNDER <br />II ALONG THIS TRUSS AS TO II <br />H JOIST <br />II E <br />II LIMIT RE TO 1000 S.F. <br />II <br />II II II <br />PER FB <br />II „ •• .. .. II <br />FIRSTFLOOR FRAMING PLAN ° <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abde%WWoup.00m <br />AA M: 0003325 <br />C <br />q <br />IN <br />CC <br />3 <br />O <br />Y <br />O <br />a <br />av>miv. as WT <br />ABBOTT PARK <br />LOT #45 <br />BLK 7 <br />PROJ=TIII <br />04 .000-4 07 <br />WODZU <br />4EHB <br />"2605—HAYDEN" <br />RIGHT <br />PACE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />60 MPH EXP. <br />PRINT -1 <br />DATM 09/22/21 <br />sCALM 1/4"=1'-0" <br />s imm <br />S3 <br />