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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9)10d x 1 1/7 HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10)10d x 1 1/2" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 117 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 MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 />9A 108 3 <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 />II <br />II II II II <br />II II II II <br />II <br />N N N N N II N <br />N II <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />II <br />II II II II <br />u n <br />II II II II <br />II <br />N N N N II II N <br />N II <br />IIIL <br />11 J9 <br />1„11. I �J2I11I n <br />L <br />J3 n n u <br />11(I II 11 11 11 <br />n .JNH11 <br />111 <br />TRUSS MANUFACTURER !ENGINEER NOTES: <br />11 <br />II „ 11 ❑ <br />II II II II <br />0 1111 11 11 <br />II 12x<w'QQD'I <br />1L <br />II <br />II 11 11 H I <br />N N N N II N N <br />11 u <br />N <br />; <br />1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />n <br />It n II „ <br />it WALL W/ 1 <br />SYP. N0.2 <br />n <br />„ n n „ u <br />2x4 WOOD <br />u p <br />BM1 TO CMU WALL WA1SP <br />LGL*M W/(4)%-W WEDGE <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />II <br />II I <br />II <br />WALL W/ <br />N N N N N <br />_ <br />DOLTS AND W83 WOOD <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />STUDS <br />SVP. N0.2 <br />/ �h� <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />11 <br />n „ 11 <br />11 1 12" O.C. I <br />II <br />II 11 STUDS 0 11 II II H <br />VL.- � 11 <br />SCREWS TO 8N1, BLOCK W/ <br />3. TRUSS COMPANY /ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />I II II <br />II <br />1 <br />12' O.C. <br />-� <br />112' PLYWOOD EA SIDE OF BM1 <br />TRUSS CONNECTIONS. <br />WWO�BL <br />BMt <br />4. AVOIO PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />II <br />JII1 <br />WA <br />it[JE <br />MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. <br />II <br />IISTUD UNDER I <br />J6 N <br />ACH JOIST <br />11 4 <br />11 s _ J4 _ <br />m_amemss» a_ mmm�m�s <br />_ <br />IT n <br />p <br />H <br />4 <br />11 1 1 I 1 <br />II II ( <br />DEL STUD <br />11 , 11 <br />2X4 WOOD <br />n <br />=mzaes�ssea a _ <br />(— <br />9A 3 108 <br />(I <br />it <br />PROVIDE DRAFTSTOPPING <br />II WALL W/ DBL. II <br />II <br />a = eHHHs m : a = <br />s <br />1 •1 1 <br />tt <br />ALONG THIS TRUSS AS TO <br />11 STUD UNDER 11 <br />11 <br />4 <br />— <br />„ (I <br />LIMIT AREA TO 1000 S.F. <br />II EACH JOIST II <br />1 <br />PER FBCR 302.12 <br />it II <br />s <br />s:sa a eo=m= <br />4 11 <br />.. .. .. ., <br />It 11 11 11 <br />11 <br />^ <br />---------i <br />1 <br />J7 <br />I <br />smarm ss® :sessm <br />9A 108 <br />( FIRE I <br />II <br />n u u u <br />n n n u <br />uPRE-FABRICATED <br />-FAB <br />1 1 <br />Q I <br />II <br />II II II II <br />II II II II <br />II <br />8 ®ATEDE O.CO <br />mm®=m:mm>� m�mm>�mmem= <br />FLOORB <br />�` NAILERFT <br />n <br />u u u u <br />u u u <br />') <br />u <br />_ <br />r� <br />FOR DRA2X4 <br />II <br />II N II II <br />II II II <br />II <br />PRE-ENG OP <br />FLR. TRUSS - <br />u <br />u n u u <br />u u n n <br />u <br />ma:mom zmeamzam <br />II <br />II II N II <br />II II ICI II <br />II <br />,h, 11 <br />9B 3 108 <br />II <br />II 11 tl II <br />11 11 � II <br />11 <br />=�_�_� ame�smsaazam <br />, ., ., <br />ELEV. VIEW <br />II <br />II II II II <br />II II II II <br />II <br />1A <br />�) ( <br />11 <br />11 II 11 II <br />11 11 II 11 <br />it <br />T <br />3.1 <br />PRE-ENG. FLR. JOISTSi <br />HLL <br />11 LLIj- <br />11 <br />„ <br />„ II p H II N II <br />N N N N N N N <br />n H <br />N N <br />--- --- <br />---------- <br />n u u M, n p u <br />u <br />3/4"PLYWOOD---'��11 <br />R <br />M <br />pp gp y9 <br />1 <br />DRAFT STOP <br />— —N— — L — —� J — — 9- <br />— — <br />—N— <br />' <br />106 <br />MOEz <br />MGE, <br />PRE-ENG. FLR. JOISTS-7'T��I( <br />� <br />11 Ti <br />3 <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />FIRST FLOOR <br />FRAMING PLAN <br />COLUMN SCHEDULE <br />MARK <br />SIZE 8 <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X8 (3 }1"x514") SYP. <br />USP HTT4 W/518" CIA <br />S/S3.1A <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />1441 N. RONALD REAfiAN Bl <br />LONOWOOD, FL 32760 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.•bdeslgngroup.com <br />1 AA N: 0003326 <br />40) <br />lowoE <br />X <br />f <br />S <br />C <br />sysa><v Se ><.oT: <br />ABBOTT PARK <br />LOT #27 <br />BLK #8 <br />PROJL'CT# <br />04181.000-27083 <br />1[ODZIt <br />4EHB <br />"2605-HAYDEN" <br />aw>tewaa swMa: <br />LEFT <br />pwaffi: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />DwT�- 11/28/19 <br />aztsa=r <br />s3 <br />