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35640 Burma Reed Dr
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35640 Burma Reed Dr
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Last modified
3/4/2025 10:31:23 AM
Creation date
2/19/2025 12:27:28 PM
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Building Plans
Street #
35640
Location
Burma Reed Dr
Contractor
DR Horton
Building Plans - Permit #
683
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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 H10A 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 />S. 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 />8. 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 PBS36, .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 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 A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON <br />m ' NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED TO <br />y✓j U U U BRACE TOP OF WALL. <br />CJt <br />EJ7 n CA <br />1 N <br />I <br />CJ3 h qW n 1A n� I "W n n nu n InI u n n n ■ li CJ3 0 <br />CJ5 ID q■ n 3.1 s� <br />IzQ IN .1n u n n n ■ x CJ5 <br />■ ■ <br />I <br />A 1 IT 1A/-1 <br />.1 .1 <br />_eesz=: ss�seeeszs:z�s _ yq azszz�`Q x x�_z:s�_z:s:z <br />=zz�as�z zzezes>� ----- z>azzz ...... A�RD� <br />TRlAm a w O.C. MAC <br />Q <br />_............z� <br />D <br />1A <br />sue............. .......1A <br />3.1 <br />A2 <br />I ATTIC I <br />I ACCESS I A3 <br />A4 <br />y <br />P� e�q A7 <br />A9 <br />z zees®= 1A =�s=s�. .: .>�szzs:.:... <br />9A .1 --- A11G 1A <br />1 .1 <br />Vu Ip �pqn v 1A i s W sev e — .see— z ams : mesa . <br />CJS z B N W B n '1 ro ... .......: _ <br />m <br />CJ3 1A 4 <br />... ....... <br />CJ1 w n u II 1A <br />______________ OF <br />Lij7A <br />W <br />7 8 <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.a bdesigngrou p.com <br />AA 8: 0003325 <br />W <br />dj <br />• <br />S <br />suBDM ae IAT: <br />SILVERADO <br />LOT #44 <br />ELK #18 <br />PROJECT/ <br />04128.002-44181 <br />MODEL• <br />4EAB <br />"1672-ARIA" <br />GARAGE BIWMG: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />t.150 MPH FIV. B <br />mjAR <br />DATE" 07/27/20 <br />DCAL C: 1/4"=1'-0" <br />a*1E= <br />s3 <br />
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