Laserfiche WebLink
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 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 12" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Dd 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 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. 98 <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE d <br />CONCRETE LINTELS. 3 M1 <br />1 q 1 <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 1 <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 II /r l� / 1�II <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE It <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND lyh�l II II II II II II (I II II II II I) II II II II (I II II II <br />APPROVAL. I It 11 11 n n It 11 It 11 11 u u u u n n n n n n <br />10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES II J II II II II II II II II II II II II II II II II II II II <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8836, .177" ° x 2 7/8" LONG, WITH WASHER a 16" O.C. ° n n u ° u ° ° n u u n u u u n n n n ❑ n u <br />11, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END II II II II II II II II II II II II II II II II II II II II II <br />UNLESS OTHERWISE SHOWN DIFFERENT. II II 11 11 11 it 11 11(.-11y.�1{II 11 11 II 11 11 11 Il 1, 11 11 11 x <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON II II II II II II II it SII `II II II I) II II I) II II II II II <br />RATIONAL ANALYSIS. <br />ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS N I Ir 11 11 11 11 rl 11 11 II 11 II Ir I1 11 II 1 FJ11 1 NOTED OTHERWISE. FJ2 rt fJ3 <br />4 <br />3.1 n n n u u a n u u a 1 n n I u u n n n It is,II II II II II II II II II II I-11I II II II II II II II <br />TRUSS MANUFACTURER / ENGINEER NOTES: u n u u u u u n n u l u a 11 u n u u u u Hit <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BEFABRICATED W/A2x6 BTM. CHORD (MIN.)2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS a I1 II Ir I1 it it is itI \ n u u u u n n u <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT II II II II II II II II it II (" �) II II II II II II II II II II <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3. TRUSS COMPANY /ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO IIt 11 11 it 11 it It It <br />I II II II II II II II II II (� II II II II n II II II If n <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. 2X4 WOOD BEARING <br />I it it 11 Itn SECURE 2X12 HDR u n n u u u n r <br />TO 2XB HDR MTS-20 II II I I 11 II II WALL Wb Sy I, NO.2 11 <br />W/(14) 0.148'k 2 12" DEL STUDS STUDS (t$ 16" O.C:. <br />TOP OF WOOD <br />SIMPSON LGUM46-SDS W/ (4) a I1 u It WO 1 NAILS it I, I, u n u u WALL EL. 8'-8". <br />3/8" X 4" TITEN HO ANCHORS <br />TO CMU g (4) 1/4" X 2 1/2" SOS <br />SCREWS TO BEAM <br />5 4 DEL STUDS <br />-A7i6- IN .i .1 4 -- <br />H16 .1 HJ7 <br />tO SECURE 2X12 HOR <br />= PROVIDE DRAFTSTOPPING <br />c : TO LBW W/ MTS-20 = _ = ALONG THIS TRUSS AS TO = <br />9B 108 3 - —6EL W/(14) 0.148"x 2 1/2" LIMIT AREA TO 1000 S.F. <br />1 .1 STUDS NAILS PER FBCR 502.12 <br />F-=- <br />"_------------ <br />r- FIRE I - - 1 --_ --_ --_ - - <br />=====°=- I -_-=---=--------- <br />L---------- <br />3/4" SUB _ — _ - SIMPSON HL26 W/ (4) 1/4" X <br />FLOOR -� 1q --'_— -=23/4" TITEN2 ANCHORS TO <br />2X4 NAILER CMU 8 (2) 10d X 1 1/2" GALV. 9B 108 3 <br />PRE-ENG.itii FOR DRAFT 1 C _ NAILS TO TRUSS <br />STOP o 1 Q9----'---- <br />FLR, TRUSS - <br />L it <br />Y -- E --_—_— ._------ <br />ELEV. VIEW 1{ ___ ________ <br />�1 9B 10B 3- - PRE. FABRICATED I -JOIST <br />PRE-ENG. FLR. JOISTSI - .1 -1 1 24ZZ�O.C. MAX <br />SIMPSON HETA 16-- <br />1/2" WOOD PANELS <br />3/4"PLYW'OOD--�'-.'11 <br />DRAFT STOP <br />PRE-ENG. FLR. JOISTS -�jj'�vI 4 JUN <br />I' TI 3.1 <br />2X4 NAILER FOR <br />DRAFT STOP <br />'/DRAFTPLYSTOP FLOOR FRAMING PLAN <br />DRAFT STOP <br />PLAN VIEW SCALE: 1/4' = V-a' I -JOIST <br />DRAFT STOP <br />DETAILS <br />00 <br />COLUMN SCHEDULE <br />MARK <br />312:E 3 <br />BASE FMATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />4x4 (3 1/2k3 12") <br />HTT4 W/ 5/8" DIA. x 5" EXP. <br />SVP. PT, WOOD POST <br />BOLT <br />1441 N. RONALD REAGAN BI <br />LONGWOOD,FL32760 <br />PH: 407-774-6078 <br />FAX: 407-774-0078 <br />www.abdeslgngroup.wm <br />L AA #: 0003326 <br />m <br />ul <br />0 <br />mm <br />SVSDIV de IAT: <br />ABBOTT PARK <br />LOT #23 <br />BLK. #9 <br />PROJSCT* <br />04181.000-23091 <br />>sI[oaEl. <br />3EEB <br />"2260-ELSTON" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />160 E C <br />0 <br />DA� 05/25/21 <br />SHEET <br />s3 <br />0 <br />mm <br />SVSDIV de IAT: <br />ABBOTT PARK <br />LOT #23 <br />BLK. #9 <br />PROJSCT* <br />04181.000-23091 <br />>sI[oaEl. <br />3EEB <br />"2260-ELSTON" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />160 E C <br />0 <br />DA� 05/25/21 <br />SHEET <br />s3 <br />