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FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 9B 10B 3 MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH 1 1 1 MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. M1 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND x x x CLEAR SPAN OPENINGS. El 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). — — — — — 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE r'f �'� SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE 11 11 11 11 II 11 11 II II II 11 `1�� II r III II a Ir I^ M I FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS if 11 II it I SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. II II II II II II II II II II II II II II II II II II II II II �11 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES II Is II II II of It It II II If 11 It If II II II II II II -'I \ SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED I) I) II (I II II II II II II (I II II II II II I) II II L 11 FASTENER. ZF 72 PBS36.177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. n II II II II u n u u u u n u u n u u u u n u x 10. 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 () UNLESS OTHERWISE SHOWN DIFFERENT. I�II��Ill'�J�}�I R WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON x II II II II II II II II II II L.13IF— II 'II II II I11 It It I II (I RATIONAL ANALYSIS. I112, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESSNOTED OTHERWISE. I I FJ1 11„ -„ I� IIFJ2II II �I ,;its III;; it III it II II II I ofI� 1 II II II II II II II it II II „ H' II II II �1t�, II II II II II II II II II II TRUSS MANUFACTURER! ENGINEER NOTES: n u u u II n u n u (II I I II II R II a II a II II u x 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5D0 LEIS SHALL BE 4 I II II II II II II II 11 II II II II II I) (I II II II FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 1 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS II It II a II II If n II II a II II II II Is II It II 1 WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT II II II II II II II II II II (\ ") II II II II II II II II II II SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO II II II TRUSS CONNECTIONS. II II II II II II II II II II II If It II It It Ir / 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. II II II 4 WOOD B IARINII II II II \ ") II II II II II II II II II II u u STUDSWALL W/ SYP NO. 2 of ofu D n of of of of of n 11 IfII II TOP OFWOOD ° II II II II II II II II II II II II II a WALL EL. 8'-8". It II n n II II II u u I D1 u u n I USP LGUM46 W/ (4) 318" x 4" WEDGE BOLTS TO CMU AND (4) WS3 WOOD SCREWS TO BEAM HJ7 BL 4 g LVL __ _= I STUDS 1 .1 aI - T17'�- 4 HJ7 1 'x PROVIDE DRAFTSTOPPING 1 m ALONG THIS TRUSS AS TO --_ LIMIT AREA TO 1000 S.F. --- '� 96 10B 3 PER FBCR 502.12 DBL STUDS FIRE ) SECURE HD26 TO GIRDER a, WI (4) 10d X 1 1/2" NAILS, TO L_---_--J _ CMU W/(4�9It6"TAPPER_— 3l4"SUB 98 106 3=____----------- ��1Za` to FLOOR 1� 2X4 NAILER 1 .1 GT CJ3A 7 FOR DRAFT d PLR. TRUSS - STOP PRE FABRICATED IJOISTII EJ4 x@ 24" O.C. MAXCJ1A--xELEV. VIEW =_=_ ____---- PRE-ENG. FLR. JOISTS 'II ---- '---�I6W/(2)1/2" ��J�WOODPANELS 3/4"PLYWOODFJ4DRAFT STOP____..--�� PRE-ENG. FLR. JOISTS I 4 I�1 .i 2X4 NAILER FOR DRAFT STOP 3/DRAFT TOP FLOOR FRAMING PLAN DRAFT STOP PLAN VIEW SCALE: 1/4"= V-O" IJOIST DRAFT STOP DETAILS N. COLUMN SCHEDULE MARK SIZE 8 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (31/2"x31/2") USP HTT4 W/ SA" DIA. x 5" 01 SYP. PT, WOOD POST EXP. BOLT 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32760 PH: 407-774$078 FAX: 407-774.4078 www.abdealgngroupcom AA M: 0003326 J rz x3 8f � S acreary Se r,,oT: ABBOTT PARK LOT #42 BLK 9 PROJECT* 04181.000- 42093 1[ODELs 3EEB "2260-ELSTON" awRwaa aWMc: LEFT PAOE: FLOOR �FRAMING ELEVATION 'G' 60 MPH EXP. RINT DA 11/20/19 szts�r s3