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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAIS W/(9)10dx 112"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 112" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ IOd 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 />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 REVIEWAND <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" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH ENO <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 2x8 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 TO A STEEL COLUMN. <br />MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />SIZE a <br />BASE PLATE OR <br />REMARK <br />DESCR6TION <br />REINFORCEMENT <br />D1 <br />4x4 (3 1/70 12") <br />HT74 W/ 5/8" DIA x 5" EXP, <br />SYP- PT, WOOD POST <br />BOLT <br />4x4 (31/2'x3 12") <br />ABU44 W/ SW DIA. x 5" <br />Q <br />SYP. PT, WOOD POST <br />EXP. BOLT <br />I--------- <br />FIRE <br />3/4" SUB <br />FLOVZX4 NAILER <br />FOR DRAFTPRE-ENG.STOP <br />FLR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �I <br />3l4" PLYWOOD 4 <br />DRAFTSTOP ' <br />1 <br />PRE-ENG. FLR. JOISTS II <br />1�1 <br />2X4 NAILER FOR <br />DRAFTSTOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEWVIEW <br />DRAFT STOP <br />DETAILS <br />SIMPSON LGUM46-SDS WI (4) <br />3/8" X 4" TITEN HD ANCHORS <br />TO CMU 8 (4) 1/4" X 210 SOS <br />SCREWS TO BEAM <br />q �' II II N u u�-F" a �Zt=' ii ii ii ii ii <br />I�h�l �� II II II II 11 II II II II II II II <br />�-��� II II II II II II II II II II II II <br />e n u u n u u u u u u n n u <br />II II II II II II itIli�lll II II II <br />II II II II II II II III- NI II II II II <br />n Ik inn u u u <br />Ih R u d <br />II II II II II it II l 11 <br />II II II II II II II �" II II <br />" " it II II II II a � II II II <br />II II II II II II II (" ,� II II II <br />II II II II II II II kl I II II <br />I <br />SECURE2X12HDR <br />TO H.DR <br />W/14)0148 "x DBLISI TUDIIS��,WD( <br />NAILS �I 11 II II II <br />n u u u u u u <br />II II II II II II II <br />II II II II II II II <br />II II II II II II II <br />III II ICI II II II II <br />11 1111 11 II 11 1�1 <br />u u n u n n u <br />II II II II II II II <br />II II II II II II -II <br />it it II II II II II <br />u n n n n n n <br />II 2XiIWOOD BEARING <br />II <br />11 11 WALL W/SYP NO 2 I <br />II II C TOP OF WOOD II <br />11 WALL EL. 8'-8". <br />DBL STUDS <br />_ HJ7_ <br />HJJO <br />1= <br />4 <br />= <br />HJ7 <br />= <br />SECURE 2X12 HDR <br />PROVIDE DRAFTSTOPPING <br />TOLBWW/MTS-20 === <br />ALONG THIS TRUSS ASTO - <br />DBL <br />W/(14) 0.148"x 212" <br />LIMIT AREA TO 1000 S.F. <br />STUDS <br />NAILS <br />pER FBCR 502.12 <br />47=1 <br />SIMPSON HU28 W/(4)1/4"X <br />---- <br />-=23/4" TITEN 2 ANCHORS TO <br />CMU 6 (2) 10d X 1 10 GALV. <br />Jan <br />NAILS a NAILS TO TRUSS <br />JIA <br />II <br />98 tOB 3 <br />PRE FABRICATED I -JOIST <br />1 <br />C 24" O.C. MAX <br />SIMPSON HETA <br />IB WI(2) <br />_ <br />12" WOOD <br />PANELS <br />FJ4 <br />=r= <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" - V-0" kIOIST <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesW)gmup.com <br />AA B: 0003325 <br />LAN <br />s <br />r <br />flpk�� <br />a <br />avaaiv S. LO <br />ABBOTT PARK <br />LOT #23 BLK #12 <br />PHASE:4C <br />PlloJECT# <br />04181. 4C- 312 <br />moaaX.: <br />3EEB <br />"2260—ELSTON" <br />GARAGE auto: <br />RIGHT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />DAATTM 10/26/21 <br />scALE: 1/4"=1'—O" <br />atsE "r <br />s3 <br />