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FRAMING NOTES: y r C r k k k k k 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 1/2" HOG NAILS. --p------------------n-- CJ1 CONCRETE TO WOOD FLOOR: CA SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES.- Y 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJ3 CJ3T 4 SCHEDULE. I qp yA F� 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 11 R N H MEETING THE REQUIREMENTS OF AF&01 AND APPLIED IN ACCORDANCE WITH CJS s a u n n p 1 1C n p u Y n u n I n' n o u u p = CJ5T MANUFACTURER'S SPECIFICATIONS. I '1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1A AH7 I I ARE TO BE GALVANIZED. 1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, I CONNECTERS ARE TO BE GALVANIZED. _ = v s :>ama ....: . � a ®.:. . � : sss: y. II AH9 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE — — — — — — CONCRETE LINTELS. Mill isi� i�i�i;�6 i AH11 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND y�A----- CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 2X4 S'O� BETWEEN TRUSSES �� O.C. TOE NAB TOd _-------- i i� : � i isr F i i� i i I L---------------- i ii� i ;� i i �' 3 i� i i —: i i AH13 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE TR1188F9 wi (2)16d c�1MON COMMON I i ��Q SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE MAU ( SECURE TO BM, W/ Jv ..... v: �. ®I. •�.'Yi... . . � � . v . v . �: �. AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS SIMPSON LTA2 USED TO BRACE I LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND TOP OF WALL. I I APPROVAL. slue®•vs::�.:: L�...�a�.®s .�.� .issssm. AH17 9. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES I SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED w s v s v s v : as®. s : stela • ....Fd s s .: s v . � s :: s v s :. . AH19 FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. J. a.. �.. sass:.. svl=vs s®.ss. s�sz>�s - — - — - . AH21 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. I 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS y.� _ . s s . v. v . s : �I. s : U . :. s(v22x�s�� . v s — s ® . ® s n a AH23 NOTED OTHERWISE. I ATTIC I I y:ssssmss�ss�ssm.e.�l•s.�s s ss�.®.�v. A TRUSS MANUFACTURER / ENGINEER NOTES: ....ate ........... _ , _. _. y....... Al 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) — — — — — — — — — 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS : >� s . . s s y— s — s — a —� Al WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO ®J.....sa s —L Al TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, I I MAINTAIN AT LEAST B"FROM THE CENTER OF THE COLUMN. III �---.—. _. w .......r A2 J......�L�.r�.�. �. �. i ' ......---.—.—r A2 �..®...�t�.�•�.�. . _. L.----------- �.�._ .—s—.---- A3 PREFABRICATED F . ... � I I— — MA fRISSFS MAX .....� ...... v. A4 .�f.�.�.—.—.-- --L A5 I I ... e......... .��. �. . . I I �.�._.—.—.—.— I I A5 I . —. —. —. v.— •—• . . I I �_—. —. —•—. —. —� AH23A yA I I . . . . .s .. .. v.� .eras. s� . mod. —. —.Gem a—.®sa=s:k AH21A —.e —-—- 22x54 aw AH17D r I ATTIC ACCESS .sa..�. ...�. .�:I a .� a.a� . ---.—s . AH15D I .—e— •vs:.—.:s:.®:—. AH13D .......®.... a.. AH11D ----J ..a.. .®......•...... AH9D -- -Gees..—.:. ........._._... DI - 01 l to FH5 � '----.—. .—e—.—•®a—.—a®: D1 .— a — .—- —-— -—- D CJ3 n m Y ' CJ3 4 DGE w w ---------�0 --- ----- CGE EGE Ft FRAMING PLAN SCALE: 1/4" = 1'-W LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdWangroup.com AA M: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488-2828 FAX: 11113S88.2802 BUDDIV. de L02T SILVERADO LOT #1 BLK 14 PRCJECT#1 03719.000-01141 MODEU 2795—CAMDEN GARAGE 8WING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B o 111 DA E 06/11/20 8CALAC: 1/4"=1'-0" a*== S3