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) 1 Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON HiOA OR LGT2 W/ 10d 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. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <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 <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 />10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />SIZE & <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD 1 <br />4X6 (3 J2"x5 )C2") SYP. <br />HTT4 ""' DIA x 5" <br />5/S3.1A <br />PT., WOOD POST <br />EXP. BOLT <br />A <br />CJ1 I II I CJ1 <br />CJ n n n n n It It s u It n n Itn n n = CJ3 c <br />II II II II It u 1 n it m V u <br />� = y�A n n It It n It n n it n R n ,Z�Q : CJS <br />1C ASG I <br />A7� <br />adz z z z �z zz�z zzaz�z z - z z!� g <br />6 O U <br />rs, <br />IAA '1 I I O 4 <br />O N <br />V_ <br />Iq I I I <br />as�e= sEAITz-z - <br />PRE-FABRICATEDROOF s�z <br />¢ °� <br />A2�TRUSSES @ 24 O.C. a <br />YP) __ O <br />1' A =zea zz_a� �_ RIDGE _�a�z$=�e�:�=sue O 1' <br />ItzeE= _'I —_=a= <br />ATTIC 1 m b <br />CCU _ __= p <br />0 <br />zez A5 se= z�z-- zez�z�z - -zezaz == JZ U <br />I I I I aco <br />AS <br />w <br />a $ <br />1C\ A9G O iC <br />y, 1 <br />n II II <br />4=�=l=�=z�= <br />_ N <br />B2G ( g II II II II N II CJ3 4 <br />1A A II p p <br />.1 n n n �u spry <br />CJ5 = �\e u n It <br />II n y'A CJ A WII III III WII wu WII II CJ1 <br />r4 CJ3 n ( N H q CJ3A <br />= 11 11 pryn II Nn n00 <br />CJ1 �S I II II II 11 EJ7 II fl 11 n y✓, CJ, to �„ � � i y✓� <br />I <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />1 N. RONALD REAGAN SL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA M: 0003326 <br />ayl� <br />s <br />0 <br />h <br />A <br />14 <br />�9 <br />SVHDIV. de LOT: <br />ABBOTT <br />PARK <br />LOT# 28 <br />BLK# 7 <br />PROJECTp <br />04181.000— 28071 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 8111IING: <br />LEFT <br />PAGE: <br />ROOF FRAMING <br />PLAN AND <br />NOTES <br />60 MPfkEXP. <br />D 06/14/21 <br />SCALE: 1/4"=1'- 0" <br />SHEET <br />s6 <br />