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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 WI (9) 10d x 1 1/2' HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Dd 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 />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 MATH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER Q 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/ A2x6 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 />COLUMN SCHEDULE <br />MARK <br />SIZE 8 <br />BABE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD 1 <br />4X6 (3 X"x5 X") SYP. <br />HT74 W/5/B" DIA x 5" <br />IS3.1A <br />PT., WOOD POST <br />EXP, BOLT <br />r- - - - - - - - - <br />FIRE <br />10P <br />3'4FLOORB_� <br />2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. _ STOP <br />FLR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS <br />3/4" PLYWOOD <br />DRAFT STOP �I <br />PRE-ENG. FLR. JOISTS ICI \��I <br />rI Ti <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />u n n x n n n x n x u x x <br />II q N II N N N N N N II II q <br />u u u n u n u u n u x n n <br />II N N II II II II II N N N N N <br />u n x n n n n n n u x u n <br />IL II II N N J3 N N N N Nli.. jJ2 <br />n n n n n n n n u Bu u n u <br />q II N N N II N N 2. (WOOD WALL W N <br />III TO Cm WALL WF rr u rr Ir Ir rr 2x4 WOOD x SYP. NO.2 STUDS II <br />SIMPSON LGUM46-SDS W/ (4) %* x 4' <br />(4)Y.'z <br />TITEN HD ANCHORS AND WALL W/ 0 12" O.C. II <br />214' 9CREvv6TDBMt �( � N q II I SYP.N0.2 II p ry <br />\- 16 npn u u u STUDS 0 <br />II N II N BM1 II II 1 I(" D.C. <br />II II H NI II <br />=sss� �s=sssipry� 1 <br />_ <br />Ip (I <br />z sssc s sss= s <br />z sse s sss= 1 <br />— - - a - <br />PRE-FABF"TED <br />FLOM <br />�=oaose_===ssdk/=o <br />II II II II <br />II II II II <br />n u n n <br />IL11 R n J9 R u <br />II II II II <br />II II II II <br />II 2 II WOOD <br />II II <br />WALL W/ DBL. 11 rr <br />II STUD UNDER I II <br />EACH JOIST <br />n u <br />II <br />II <br />II <br />II <br />u <br />III <br />n <br />'I DBL STUD .I <br />u ., „ n r r I r rr n <br />II zX4 WOOD II I II II � II WALL W/ DBL. pROVI DE DRAFTSTOPPING <br />STUD UNDER ALONG THIS TRUSS AS TO <br />II EACH JOIST II LIMIT AREA TO 1000 S.F. II <br />II II PER FBCR 302A2 <br />n rr ri rr .. rr <br />II II II II II II II II II II <br />II II IPA' II II II II II II II <br />n u u n u n n u u rr <br />II it ��� II II II it II II II <br />II II II II II II II II II II <br />u u u n u u n n n u <br />FIRST FLOOR FRAMING PLAN <br />FEB <br />i <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744BO78 <br />FAX: 407-7744078 <br />www.a bdasigngroup.eom <br />AA k: 0003325 <br />1 <br />24 <br />j <br />o <br />_ <br />—LLL <br />BVBDM ec LioT <br />ABBOTT PARK <br />LOT #17 <br />BLK #13 <br />PHASE 4B <br />PROJECT <br />04181.04t-17131 <br />MODS <br />4EHB <br />"2605-HAYDEN" <br />GARAGE >sWMG: <br />RIGHT <br />PAGIM <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />M <br />DA O mT 02/08/22 <br />BCA=: 1/4'=1'— O" <br />=*KE= <br />s3 <br />