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" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1DA OR LGT2 W/ 10d 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 />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <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 />B. 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 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 />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER/ENGINEER NOTES: <br />1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAYICOFFERED 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 8" FROM THE CENTER OF THE COLUMN. <br />✓� U O CJ w w 'w 'w 'u/ w 'w w' w IUD w W Lu 'w <br />CJt <br />CJ3 <br />CJ5 <br />to <br />--n--li -v--rr--71--�r --rr---x-- <br />I- N11 it N <br />I <br />I N N N N N N N N N N N N <br />6-N N II 11 iC 111 11 N N N 11 11 <br />3.1 <br />AH7 <br />n <br />--�-�-- <br />NI N N N N N N I <br />Ili N It It <br />.1 <br />i <br />I I <br />® e i-------Zt <br />-- - - -- <br />=4= -aaae- sazaoQiaa®�i <br />a c s77 <br />- imaailma <br />• 2,.o <br />a�� �- s 3�s�1 wo <br />I - I I <br />24 ONABIDTOADJACENT <br />- - - - - - - - - ----a- - - L-------_--__-__J <br />i �-a18a�mS �3 a�3-:asp =_�amism s�s �: <br />TRUSSES W/ (2)18d COMMON <br />NAILS BSECURE TOBM. W/ <br />SIMPSON LTA2 USED TO BRACE <br />Js-------.a .ml-:�s�::�xae>eaarses <br />� -... <br />TOP OF WALL. <br />( I <br />y�.a_-tea.-.-.- I-�i�aae�aa®aaa�: <br />II II <br />ee�-eeeaae aaa�aasaee� <br />,y:-vex-.-.-.---:i- a-.40aas:a.:.- <br />,me -ea: e>sasaaesaa�-saa <br />J...e......aae-a.ael.: .a>Qa=>a=a <br />I I <br />.-.:---------- <br />I I <br />ua asesa <br />�.�3a-.�i:i�a:�i:a n as:m <br />ATTIC I 1 1 <br />( <br />sLH�Fr1�S l e e ##:ease= <br />I I <br />Js:-aee.........Ali..... =.... <br />...=... <br />--------------- a ewe <br />aaae: �asaesaeea:®aa-:res <br />I <br />- - - - - - - - - - - - - <br />a.. - e <br />II <br />aaaaca �s:®aaa�-m®sa�pea <br />II <br />I I <br />I 1 <br />e�a.a=Jaaaeaaaaa-aa=e_=.6— <br />I I <br />II <br />II <br />II <br />I I <br />E I I <br />---J <br />I <br />PREFABRICATED F - <br />H- <br />MAX <br />MA <br />-®-ate------s------ <br />- .�...�,...e ........J7. <br />I I <br />............. -.. - <br />I <br />1 I <br />...-......®�__ <br />I I <br />- <br />- — - — - — - — - -.. — . <br />I I <br />J-.-.-.-----.L® <br />tiA <br />I I <br />........- e <br />-----.----m-6— <br />---_- --_ <br />L-----------------J <br />...... e...... e <br />- 22x--------- <br />' 54 <br />E <br />ATTIC <br />Lccc'L�---sue--- <br />------------ <br />--------- <br />CJl <br />CJ3T <br />CJ5T <br />AH9 <br />AH11 <br />AH13 <br />AH15 <br />AH17 <br />AH19 <br />AH21 <br />AH23 <br />A <br />A <br />Al <br />Al <br />Al <br />A2 <br />A2 <br />A3 <br />A4 <br />A5 <br />A5 <br />A5 <br />AH23A <br />AH21A <br />AH19A <br />AH17D <br />AH15D <br />AH13D <br />AH11D <br />AH9D <br />D1 <br />D1 <br />D1 <br />D <br />DGE <br />C <br />CGE <br />FRAMING PLAN <br />SCALE: 1/4" = T-0" <br />A N C N I T E C T f <br />Grou in <br />LONGW006, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwAbdesiglSroup.com <br />` AA 8: 0003325 J <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813.886-2802 <br />styBDM & LOT: <br />SILVERADO <br />LOT #21 <br />BLK. #14 <br />PROJECT# <br />03719.000-21141 <br />MODEU <br />2795— D <br />GARAGE ®WING: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 YM E B <br />I. <br />PRINT 12/7/20 <br />DATE: <br />BCALJ 1/4"=r-0" <br />aEaEET <br />s3 <br />