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 WI (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ I Od x 1 112" 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 />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 P8S36, .177" "x 2 718" 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 V-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 STM. 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 />H II II <br />11 11 11 <br />N N II N <br />11 U N 11 <br />11 <br />11 <br />11 II II <br />II 11 11 <br />II II II <br />N N N II U II <br />x n n n <br />L it <br />II' J2 N <br />� 1 a II <br />N II h JS— <br />II <br />II h 1 n <br />11 n n <br />° <br />4 <br />2x4 WOOD WALL-11 <br />II II II <br />II <br />II <br />N II <br />II <br />II N <br />'1 BMt TO CM WALL W/ <br />11 11 SYP. NO.2 STUDS 11 <br />@ 12" O.C. <br />II <br />2x4 WOOD ° II <br />A <br />O` <br />N N <br />11 <br />N <br />11 II Ir <br />II �� ; <br />SIMPSON LGUM46-SDS W/ 4 ' x4" <br />EN HD ANCHORS AND 4 x 2 " <br />TR()Y4 <br />N <br />It it 11n n 11 <br />SYP 2 <br />n STUDS @ 11 It <br />If11 <br />/, <br />c n_ <br />SDS SCREWS TO BMI <br />N H H H 1 N N <br />N 12" O.C. N N <br />N <br />N N N <br />COLUMN SCHEDULE <br />4 <br />DBL STUD <br />MARK <br />SIZE 6 <br />BASE PLATE OR <br />REMARK <br />.. n <br />DESCRIPTION <br />REINFORCEMENT <br />II II <br />(I <br />006 <br />(I II <br />W0.1 <br />4X6(3 Y2`c5X')SYP. <br />HTT4 W/5/8"DIAx S" <br />5/S3.1A <br />PROVIDE FT OPPIiG <br />WALLVWDBL. <br />PT., WOOD POST <br />EXP. BOLT <br />II <br />ALONG THIS TRUSS AS TO <br />11 11 <br />STUD UNDER <br />' II LIMIT AREATO 1000 <br />I) EACH OII T II <br />ER 30S 2 <br />.. .. „ <br />I1 It 11 11 <br />r- — — — — — — — — <br />FIRE <br />I - I <br />3/4" SUB <br />FLOOR "_ 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. _ STOP <br />FLR. TRUSS <br />ELEV. VIEIP <br />PRE-ENG. FLR. JOISTS —41 <br />it 1 <br />3/4" PLYWOOD 0 <br />DRAFT STOP �I <br />N <br />PRE-ENG. FLR. JOISTS II <br />11 1 <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />It It If It 11 11 it 11 11 It <br />II II II II II II II II II II <br />II II II II II it II �' II II <br />11 o u u u u n n n n <br />II II II II II II II ) <br />\ ( II II <br />II II II II II II II II II II <br />11 11 It It It 11 11 11 11 11 <br />�I <br />II <br />747 <br />1 <br />PRE-FABRICATEb FLOOR <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4"= V-0" IJOIST <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />a <br />M <br />a <br />i <br />h <br />O <br />fSUBDIV. de LOT: <br />ABBOTT PARK <br />LOT #18 <br />BLK. #7 <br />PROJECT# <br />04181.000-18071 <br />MODEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SIFMG: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />160 M2H EXA C <br />DARE: 05/06/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3 <br />