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GAEBL�H1 I ST CO ON ON RUSS (2) 51MP50N H5 @ EACH BLOCKING. SEE ELEVATION FOR FINISHES ON 1/2" GDX PLYWOOD N/5d @ b "O.C. EDGES "X611 STUDS @@ 161, O.G 51M SON 5P1 @ TOP PLATE. LOCK @ MIDHEI6HT. 2"X (o" PT PLATE N//2"X S" J-BOLT @45'O.C. (2) 166 TOENAILS —\ INTO EACH LEDGER. 2"x 4" BLOCKING SPACED @ 45" O/C 4 TRUSSES (TOP CHORD) —2"x 4" LEDGER. (2) 12d TO EACH TRUSS NEB. (2) 2 "x4" D I A6. BRAG I NG SPACED @ 52" 0/0 (5) Sd NAILS INTO GABLE END STUDS. PRE-EN6. COMMON TRUSSES @24"O.G. (I) SIMPSON HE7A20 @ 32" R.55 INSUL. (MIN.) O/G RUN UP STUDS. (I)51MP50N 1/2" GYPSUM DIAPHR? 5P1 @ EVERY OTHER STUD. 5d COOLER NAILS @ F S2 SCALE: N.T.S. 2"x &" L- BRACE ATTACHED N/ I&d NAILS r(:2):2"x 4" DIAGONAL BRAGIN6 @ 4" O/C TYPICAL ATTACHED w/ (5) 86 NAILS GABLE TRU55 NEB SCALE: N.T.S. GROUTED GE U C DONEL LAPPE N/NALL RE I SCALE: N.T.S. •-'=11A.f1A1 I AM 117� 11k,fJA! 1 A 1 �0\71 NUN 1 T`r' I N=ORC,,'M N7 =�iA I L PRE-ENGINEERED WOOD TRU55E5 AT LEAST ONE TRUSS OVERLAP SPACE NIMUM (2) 12d PER JOINT MINIMUM 1"x4" TRU55 BRAGIN6 A wr =I IkI A f It*.Io A it f�IVCsttVi`C T7VL 15 C� '+L7 V.C✓. E GAL N:;� OiA I L S2 SCALE: N.T.S. 7RU55 BOTTOM CHORD OR H2.5 5IMP50N OR HGDP U.5.P. INSULATION 2" X 4" BLOCKING N/ 2 - 16d TOE NAILS @ EACH END H2.5 5IMP50N OR HGDP U.S.P. H2.5 5IMP50N OR HGDP U.S.P. SPACE ANCHOR BOLTS &" MAX. FROM END OF 2" X PLATE. vvvv (2)#5 CONT. DOUBLE TOP PLATE 2" X 4" STUD @ 16" O.G. (1) ROW 2X4 BLOCKING @ MID HGT. FOR WALL HGT. < a'- 6". (2) RON5 2X4 BLOGKIN6 @ 3rd P75 FOR WALL HGT. > ,5' - 6". I/2" DRYWALL 1/2" 0 X 8" ANCHOR BOLT @ 24" O.G. N/ 2' 0 X 3/16" PLATE NA5HER (T`PP.) 2" X 4" PT PLATE NOTE: 2 - 16d NAILS @ -� 24" O.G. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING CAN BE USED UN LIEU OF 51 M50N 5TG STRAP 5HIN61-ES / TILE TO BE FASTENED AS PER MANUFACTURERS SPECIFICATION FOR WIND SPEED. CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR. 5/8" GDX OR la/32" OSB SHEATHING FASTENED TO 7RU55E5 WITH 5d COMMON WIRE NAILS @ 4"O/G BOUNDARIES&" O/G EDGES $ 8" 0/G FIELD H2.5 5IMP50N OR HGDP U.S.P. INSULATION 1/2" OD (CEILING DENSITY BOARD) N/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 71, 0/0 GL6.$ 8" O/G WALLS IX P.T. NAILER STD. cf0° HOOK SEE DETAIL THIS SHEET R4.2 MIN. INSULATION ON EXT. BLOCK WALLS IX ND FURRING @24" O.G. 1/2" GYPSUM WALLBOARD U.N.O. 2.G. Z IX P.T. BASE NAILER BASEBOARD - PRE-ENGINEERED ND 7RU55 @24" O.G. U.N.O. GRACE PEAL AND 5TIC K UNDERLAYMENT -KNOCK-OUT BLOCK N/ (1) #5 R-55 MIN. INSULATION HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHEDULE) SHINGLES OR CONCRETE TILE SHINGLE ROOF SYSTEM TILE ROOF SYSTEM 1/2" GDX OR 17/32" OSB RADIANT BARRIER SHEATHING FASTENED TO TRUSSES WITH 8d COMMON AIRE NAILS @ 4"O/C BOUNDARIES&" O/C ED6E5 # 5" O/C FIELD DRIP FASCIA BOARD rN . -• ••_ _•� - . •- - - • •- - - - . • ' . .. - - MINI liiim NEW =l iii� llii� EEIII WEE Milli III moll MEE Milli llii� ■�ili MEN Milli iliim FILLED CELL N/ (1) #5 VERTICAL 5"X95"XI&" KNOCK -OUT BLOCK NI 1#5 CONT. FILLED NOTES: SEE FDN. PLAN FOR LOCATION W/ 2500 P.S.I. CONCRETE OI FILL LINTEL AND ALL CELLS ABOVE LINTEL. 2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 8" G.M.U. TYPICAL 3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. TYPE "5" MORTAR O4 OPENINGS LESS THAN OR EQUAL TO &'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT DECORATIVE GOATfNG UNLESS NOTED ON FLOOR PLAN. iYF 1 GAL f=ILLEB L I N7 L A551so01L1' (1) #5 VERT. REBAR IN FILLED CELLS. SEE FOUNDATION PLAN FOR LOCATION. 5" C.M.0 WALL w/ DURO-WALL HORIZONTAL WALL REINFORCEMENT AT EVERY 2nd. COURSE CONT, 4"X4" INSPECTION PORT AT EACH FILLED CELL TYPICAL MIN. 5000 P51 Z GONG SLAB &X& NI AXN1.4 WWF _ HEADER BLOCK U.N.O. in N LAP SPLICE a a N # — 611 f f ON \I t�V P "UN ILL GRADE \\ ' \j�\\\/\� //` _ �i NOTES: 6 MIL VAPOR BARRIER � .o. — 1. FILL ALL CELLS GLEAN POISONED AND COMP. •' \ WHEN STEM WALL IS SOIL. (c1596 MODIFIED PROCTOR •� • "� /�//�\�� BETWEEN 24 AND PER ASTM D 1557) 40" IN HEIGHT „ IN. CL 5TD. q0° HOOK ABOVE 6RADE. (2) #5 REBAR CONT. (SEE DETAIL) 2. FOR STEM WALLS ON 3 CHAIR 16" GREATER THAN 40" HIGH- CONSULT EN61 NEER 7"�F. 57 � ^ALL5 CfiION SCALE: N.T.S. Ix P.T. BASE NAILER 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL SCALE: N.T.S. 2"x 57UD5 @ W' O.G. 8" G.M.U. LOAD BEARING OR1 EXTERIOR WALL I 1= , •, � 51NGLE 2"x P.T. STUD D CELL @ 24" tNGHOR BASEBOARD E .E bxb AlAxNIA NNF N STD. q0° HOOK ( EE DETAIL) z =_ I&d NAILS @ Ne 611 rMOMi7 MIN MF b O/C TYP. 2 X 4" TOP PLATE 6 MIL VAPOR BARRIER \ 2" X4" STUD @ 24" O.G. MAX. �j • \� v/ Y \ MIN. GLK. CLEAN POISONED AND COMP. (2) #5 REBAR CONT. 1�1r 1 SOIL. (COMPACTED TO 15% MODIFIED ON 3" CHAIRS TYP. PROCTOR ASTM D 1557) U.N.O. CONTRACTOR TO PROVIDE 501L TREATMENT DOCUMENTATION TO INSPECTOR FOR REVIEW. AL7 NA7 �vIONC �=OOi1NC� ,LL S2 SCALE: N.T.S. L71 X - GF DUAL @ 12" ERED FROM TO CONCRETE NOTE' SEE SECTION C/52 FOR ADDITIONAL PLATE INFORMATION 5IMP50N 5P4 CONNECTOR - 6" X b"'- Wi.4 X WI.4 OR FIBER MESH ON 6 MIL VAPOR BARRIER OVER GLEAN COMPACTED TERMITE TREATED FILL iY I OAL IN7ER,10R, NON —SEARING BALL iA I L 2 "x PLATE (1) ROW 2x BLOGKIN6 FOR NALL HST..8'-&". (2) ROWS 2x BLOCKING FOR NALL H67. > 5'-&". 1/2"0 WEDGE TYPE ANCHOR BOLT @ 24" O.G. N/4" MIN. EMBEDMENT 6X6 WI.4XNI.4 WWF (2) #5 CONT. / /�\�/�\�� i\\ H�Tl, 1/2"(P KWIK BOLT It W�6 EMBEDMENT MAY BE 8" 16" 8" USED IN LIEU OF ANCHOR BOLTS. SCALE: N.T.S. SEE FLOOR PLAN FOR HEADER CONN. 2-ROW5 16d NAILS STAGGERED @ 16" O/G EACH FACE OR 3-ROWS I&d NAILS 57A66ERED @ I&" 0/0 FOR 2"xlO" OR GREATER HEADER SEE FLOOR PLAN FOR HEADER 51 ZE 2 "x4„ CRIPPLE (1) 211x411 STUD TRIMMER TYPICAL STUD (TYP.) SEE FLOORPLA FOR SEE FLOOR FOR COLUMN % CONNECT ONPLAN 4-iVul= /-P.T. BOT. PLATE UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALLS ONLY LOA=� 5EA I N6 EX7ERICR, y BALL '4EA:;)r=R 7AIL SCALE: N.T.S. DOUBLE IOci TOP SPLICE NOTE: V/ PLATE LEN6TH5 MUST BE IOd@S"O/G BOTTOM SPLICE OVER STUD Qm J LL- Lu LU DL Lu Ln Lu Ck PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 313 0045 Lr LL d16— U,. DATE : 1/1 /2021 SCALE: SHEET: SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.