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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) 1Od x 1 1Z HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 U2" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT18A OR LUGT2 W/ 1 Od 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 METALCONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOORAND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4- NOMINAL BEARING (41. <br />S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />10E <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />,1 <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND <br />1 <br />APPROVAL <br />9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />— — — — — — — <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8638, .177" " x 2 7/8" LONG, WITH WASHER Q 18" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />I I 11 11 11 11 11 11 I I <br />11 <br />1 I n n 1 I 1 I <br />1 I <br />UNLESS OTHERWISE SHOWN DIFFERENT, <br />11 <br />11 11 I I I I <br />1111 I I 11 11 <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />11 I I I I I I 11 I I I I I I I I <br />I I I I I I 11 I I <br />RATIONAL ANALYSIS. <br />u u n n n n u <br />11 I I I I I I <br />1 1 1 1 11 I I I I <br />i t <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS <br />III 1111 11 <br />11 <br />NOTED OTHERWISE. <br />I I I I I I I I 11 I I 11 I I I I <br />I I 11 11 I I 11 <br />11 11411 11 I 11 I I I I JIII,II1� 11 <br />I I 4 4� I I <br />I I I I JII1,'I1� 11 I I <br />11 I <br />I I I I 11 11 I I <br />� 11 <br />11 1fill <br />I I <br />11 <br />TRUSS MANUFACTURER /ENGINEER NOTES: <br />It II II It 11 11 II I 1 1 <br />t 11 I� II II II II 1 <br />11 11 II II II <br />2x4 WOOD II <br />wALL v1I <br />I) II I I II <br />1) .1 <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x8 BTM. CHORD (MIN.) <br />ORDER 70 OMU WALL W I I 11 I I I I n 11 a 11 I I <br />WOOD <br />200i. <br />I 1) 1 <br />11 n SYP. NO2 I I�n1I <br />j1) S <br />11 I I I I 1 I 11 <br />1111 1111 11 <br />11 <br />11 <br />2. RAYPLANS ED CEILYS INGS. AND ATTICACCESS <br />� <br />I I I I I 11 1 WALL <br />L IN <br />ZDD I I ] <br />NTH THE ARCHITECTURAL COFFERS ARE <br />> 11 11 I I 11 11 1 I 1 <br />I 1 <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSIONAND MISTAKES. <br />STUDS 11 <br />WDi 11 I I I 1 <br />3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />12" O.C. <br />1 111 I I 1111 <br />11 <br />TRUSS CONNECTIONS. <br />1111 II 11 II <br />11 <br />4. AVOID PLACING A TRUSS PERPENDICULAR TSTEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THEHE COLUMN. <br />PROVIDE DRAFTSTOPPING <br />11 <br />_ _ _ _ _ _ _ ___ _ _ <br />4 <br />ALONG THIS TRUSS AS TO <br />I ------- ----- I <br />, <br />I LIMIT AREA TO 1000 S.F. <br />II <br />PER FBCR 302.12 <br />II II II II I <br />II II 4 II 11 <br />11 <br />____--- <br />DBL STUD <br />11 SEE DETAILS/S2.tA <br />H. <br />II <br />9C t0E 3 1 <br />n n n <br />4 <br />11 11 11 II 11 <br />II II 11 11 <br />11 <br />4 <br />11 11 II 11 II <br />II 11 11 II <br />11 , <br />II=___=---PREFABRIG'IEDFLOOR- <br />II _ II II _II II <br />II II _II II _II <br />_______ <br />7RLOOES C 24 O.0 <br />FIRE <br />II II II II 1 <br />1,1 II II II <br />II <br />DRAFT STOP <br />I ������� I <br />11 <br />L-------J <br />I <br />I I 11 11 11 11 <br />11 11 11 11 <br />11 <br />FL SUB <br />FLOOR � <br />2X4 NAILER <br />u <br />FOR DRAFT <br />11 11 11 11 11 <br />II II II 11 <br />11 <br />PRE-ENG. _ STOP <br />FLR.TRUSS <br />I I I I I I i l I I <br />1A I <br />3, <br />u n n n n <br />II �I II II II <br />n n II n <br />II II II II <br />u <br />II <br />EV. VIEW <br />1 � � 11 11 11 II 11 11 II <br />II <br />I II II II II N N N <br />II 11 II II 11 <br />11 II 11 II <br />'I I <br />PRE-ENG. FLR. JOISTS 1 _l i <br />V <br />1 A Y 11 II 11 11 11 11 11 <br />I <br />--------i <br />W <br />------- -- <br />— -- -- — -- — -- <br />it <br />3/4" PLYWOODDRAFTSTOP <br />PRE-ENG. FLR. JOISTS I'�YII <br />2X4 NAILER FOR <br />DRAFTSTOP <br />3N" PLYWOOD <br />DRAFTSTOP <br />PAN VV1 <br />DRAFT STOP <br />DETAILS <br />FIRST FLOOR <br />FRAMING PLAN <br />SCALE: 1/4' = V-0" <br />COLUMN SCHEDULE <br />MARK <br />812E i <br />BABE PLATE CIR <br />REMARK <br />DEBCRIPTNNI <br />REINPORCE.MENT <br />WD 1 <br />4X8 (314"x51i") SYP. <br />USP HTT4 W/S/B" DIA <br />5/S3.1A <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />1441 N. RONALD REAGAN BLVD. <br />LONOWOOD, FL 32780 <br />PH: 407-774$078 <br />FAX: 407-774-0078 <br />www.abdaslgngroup.com <br />L AA N: 0003328 � <br />M <br />0 <br />B <br />QQJ. <br />6 <br />aVEDIV. Ae LOTt <br />SILVERDADO <br />LOT #23 <br />BLK #7 <br />PllOJECT# <br />4128. 2- 7 <br />1[ODEIt <br />4EHB <br />" 2605-HAYDEN" <br />owiewca<E swixck <br />RIGHT <br />PAGE: <br />FIR5T FLOOR <br />FRAMING <br />PLAN <br />50 MPH EXP. <br />awl 07/01/1e <br />s3 <br />