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SHEATHING NAILED VVd <br />GABLE 4 FIRST COM ON TRUSS <br />(')) r_ W— <br />,,,_:2 <br />(�D EACH BLOC<INC7.,, _"x 4" E31 OCI<INC2 SPACED @ 4e)" O/C <br />4 TRUSSES (TOP 0HOR179 <br />SEE ELEVATION FOR, FINISHES (2) 16d TOENAILS Z <br />ON 1/2" COX PLYWOOD N15d INTO EACH <br />(.0 F:;)&E5 --- 1'\ <br />x <br />4" LEDGER. (2) 12d <br />FX& KUP5 (A 16" O.G. 70 EACH TRU55 NEB. <br />U 51M ON 5 1 (P TOP PLATE, I <br />BLOCK @ MlDHEIGHT. --(2) 2"x4" DIA&. BRAGIN& <br />SPAGE17) g 52" OIC, <br />(5) a6 NAILS INTO <br />GABLE END STUDS. <br />6f PRE -END. COMMON <br />TRUSSES 924"O-C,- <br />\-N SIMPSON HETA20 @ 52" R.3a INSUL. (MIN.) <br />CA,- RUN UP STUDS. (I)SIMP50N 1/2" (5`T'P5UM DIAFHRA <br />5FI @ EVERY OTHER STUD. 5d GOOLER NAILS (w <br />2"X 6" FT PLATE N/1/2 Ix all <br />8?' J-BOLT g4O.C. <br />A SECTION <br />SCALE: N.T.S. <br />PRE-ENGINEERED WOOD TRUSSES—\ AT LEA57 ONE TRU55 OVERLAP SPADE <br />MINIMUM (2) 12d PER JOINT <br />MINIMUM N4" TRU55 5RACINC7 <br />B-­� RA7 R�N 5RACINC-7 L7-) Cz 7A I L_ <br />SHINGLES / TILE 70 BE <br />FASTENED AS PER <br />MANUFACTURERS <br />PRE-ENGINEERED NO TRUSS @24" O.C. U.N.C. <br />SPECIFICATION FOR ^lNr7) <br />SPEED. CONTRACTOR 70 <br />50 LB ROOFINr--, FELT (SHINGLES) OR 15 LB <br />PROVIDE MANUF. <br />FELT UNDERclO# H07 MOP (TILE) <br />DOCUMENTATION TO <br />R `5 MIN. INSULATION <br />INSPECTOR. <br />HURRICANE ANCHOR g EACH TRU55 <br />(SEE UPLIFT SCHEDULE) <br />5/51, Crl)X OR lG/3211 <br />SHINGLES OR CONCRETE TILE <br />055 SHEATHING <br />SHINGLEROOF SYSTEM TILE ROOF- SYSTEM <br />FASTENED TO <br />TRUSSES &TH 5d <br />/.2" COX OR 17/52" C55 <br />COMMON WIRE NAILS <br />SHEATHING --Nr-l:;) TO <br />FASTENED <br />(a) 4"OIC <br />TRUSSES WITH bd COMMON WIRE <br />BOUNDARIES&" O/C <br />NAILS @ 4"O/G BOUNDARIE56" <br />EDCvE5 $ a" O/C <br />O/C EDC-,E5 1 5" CIC FIELD <br />FIELD <br />DRIP <br />FASCIA BOARD <br />1/2" C7,) (CEILING <br />DENSITY BOARD) <br />N/ I 5/a" DRYWALL <br />NAILS OR DRYWALL <br />50RENe 7" O/C <br />CL6.a 5" Olr- WALLS <br />I>< P.T. NAILER <br />5TL*-). ciC' HOOK <br />SEE- DETAIL THIS SHEET <br />R4.2 MIN. INSULATION <br />ON EXT. BLOCK WALLS <br />IX NO FURRING <br />@24'' O.C. <br />1/21, olrpeum <br />WALLBOARD U.N.O. <br />X P.T. BASE NAILER <br />BASEBOARD <br />/-KNOCK-OUT BLOCK N/ (1) #5 <br />4 <br />5 7 r7. 1-1 C HCOf` <br />/NOTCH LINTEL WHERE <br />REQUIRED FOR CONCRETE <br />PLACEMENT <br />PRECAST LINTEL FILLED N/ <br />(1) #5 CONT. IN OPENINGS <br />GREATER THAN &'-0" WIDE <br />AND A5 NOTED ON PLANS. <br />III IFI <br />FDJ ENGINEERING AND DESIGN, <br />LLr, <br />CERT. Or AUTHORIZATION # 50%6 <br />PRANKOFDJENG.COM <br />ENGINEERING CERTIFICATICATION <br />I HEREBY CERTIFY THAT I HAVE REVIFViED THE <br />ATTACHED DES16N AND FOUND IT TO BE IN <br />COMPLIANCE WITH THE FLqRIDA BUILDING CODE, <br />-ITH EDITION (2020). IRFS'D TI <br />THIS DRAkVN(5 AND D' 5 V 10:1R12 <br />MONTHSAFTER THE AT IT SI <br />I4 <br />• <br />SEALED ED <br />THIS DRANINC, AND DES16H Is 516NE N <br />N"O <br />SEALED FOR STRUCTURAL EN&INEER'NGO Y. <br />FRANK A DEJ05E FE <br />FL FE #15539 <br />8'lXe5"XI6" KNOCK -OUT BLOCK \-FILLED CELL N1 (1) #5 VERTICAL <br />N/ 1#5 CONT. FILLED NOTES; SEE FDN PLAN FOR, LOCATION <br />N1 2500 P.5.1. CONCRETE (1) FILL LINTEL AND ALL CELL5 ABOVE LINTEL. <br />e)" C.M.U. TYPICAL(.�.) VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. <br />U5 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />7Tf=E `5" MORTAR OPENINGS LESS THAN OR EOUAL TO &'-0" IN WIDTH <br />DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT <br />DECORATIVE GOATIN& UNLESS NOTED ON FLOOR PLAN. <br />C 7FICAL 71L.LF-L; LIN7F_L A55EM5L"r <br />(1) #5 VERT. RE5AR IN FILLED 52 SCALE: N.T.S. <br />CELLS. SEE FOUNDATION PLAN <br />FOR LOCATION. <br />5" C,.".0 WALL vql DURO-WALL <br />HORIZONTAL WALL REINFORCEMENT <br />AT EVERY 2nd. COURSE COW. 2"x STUDS (4 161, C.C. <br />4"X4" INSPECTION FORT <br />AT EACH FILLED CELL TYPICAL all CIMU <br />MIN. 5000 FSI <br />CONS SLAB <br />2"x 6" L- BRACE � HEADER E3LOC< U.N.O. <br />ca) .4" 0/6 TYPICAL LAP SPLIC�E <br />ATTACHED NI I&d NAILS (2)2"x .4" DIAGONAL BRACING <br />&X6) NI.4XN1.4 NNF <br />ATTACHED N1 (5) a& NAILS <br />A- <br />6ABLE TRUSS WEB- /0 <br />OGRADE <br />x <br />R BARRIER, <br />10 MIL VAPOR NOTES: <br />_._.. l <br />C7A5LF- E!N:� :�)lAr_-70NAL A77A(fH��E!N7 1. FILL ALL CELLS <br />............ . ..... . <br />(�-,LEAN FC15ONEr�) AND COMP. WHEN STEM WALL 15 <br />SCALE: N.T.S. 2 x 6" P.T. SILL PLATE. (1) 5/5" DIAM, SOIL. MODIFIED PROCTOR tV BETWEEN 24" AND <br />2- <br />ANCHOR BOLTS 9 42)" O.C. PER ATM D155-7) 40" IN HEIGHT <br />/ I/ :�-) " MIN GL STD. 10' HOOK <br />ABOVE GRADE. <br />#5 RF5AR CONT. (SEE DETAIL) .2. FOR STEM WALLS <br />ON 3" CHAIR 20, GREATER THAN 40' <br />I HIGH- CONSULT <br />; ENGINEER <br />11 ol 2 SCALE: N.T.S.6,ROlTEl-,l CELL S? <br />SCALE: N.T.S. <br />DOWEL LAPPF <br />NINALL Rr-I <br />(H r-ON71NW7,r' REINFV;�CE��EN7 :�)F_7AIL <br />S2 <br />1--1 SCALE: N.T.S. <br />K CCN71NUN T'�` REINFCRCEfi�EN7 1F=7AIL <br />SCALE: N.T.S. <br />TRU55 BOTTOM CHORD OR <br />H2.5 SIMPSON OR HCI��P U.5.P. INSULATION .2" X 4" BLOCKINGN1 2 - <br />l(od TOE NAILS @ EACH END <br />H2.5 SIMPSON OR Hr-nP U.S.F. <br />H2.5 SIMPSON OR HCPF U,5.1-. <br />SPACE ANCHOR <br />BOL75 6" MAX. FROM <br />END OF X PLATE. <br />(2)#5 CONT. <br />NOTE: 2 - I&d NAILS 9 <br />24" O.C. OR EQUAL 70 <br />DOUBLE TOP PLATE TRU55 BOTTOM CHORD OR <br />BLOCKING CAN BE USED <br />UN LIEU OF 5IM50N 5TC <br />STRAP <br />2"X 4" STUD <br />@ I&" O.C, <br />(1) ROW 2X4 BLOCKING @ MID H67. FOR WALL <br />HET. < a'- 6". (2) ROWS 2X4 BLOCKING @ <br />3rd P75 FOR WALL HET. > a' - &" <br />DRYWALL <br />1/2" 0 X e)" ANCHOR BOLT @ 24" D.G.N1 2' <br />(V X 5116" PLATE WASHER (TYP.) <br />2" X 4" PT PLATE <br />> <br />'-6` I. 12'' 0'-b" <br />L IN7F-Rl OR 5E.ARINC;� ^ALL <br />N.T.S. <br />H2.5'---IMF50N OR HCDF U.S.P. <br />INSULATION <br />2 X 4" TOP <br />PLATE <br />2" X4" STUD@ 24" O.C. <br />MAX. <br />SPECTION PORT AT <br />Ix P.T. BASE NAILER ----- -- llmful EACH INFILLEF,> CELL TI`FlGAL <br />LOAD BEARING OR - <br />EXTERIOR WALL LE 2 "x P.T. 57bD <br />_#5 VERT. IN FILLED CELL <br />1/2" x 6" "J" BOLT @ 24'' <br />C.C. VERT. OR <br />5P4 7/2" X 6" WEDGE ANCHOR <br />_2"x P.T. PLATE <br />v. <br />A_ <br />FRA�r_- ^ALL 70 �E-:7AIL <br />�S2 --- ----- <br />SCALE: N.TS. <br />BASEBOARD <br />_E <br />6x& W1.4xW1.4 NAF Lf) - 57D. 1',10' HOOK <br />FE DETAIL) <br />I&d NAILS @ <br />16" O/C 7YP. <br />X y\ <br />C� MIL VAPOR <br />\ <br />X <br />BARRIER <br />/x <br />\Vv <br />X <br />/ CLEAN POISONED AND COP. <br />F: (2) #5 R5AR CON7/ IN COMP. <br />(COMFAr-7ED 70 q596 MODIFIED <br />ON 5" CHAIRS 7`rP. —1 <br />PROCTOR A57M r311557) <br />CONTRACTOR TO PROVIDE501L TREATMENT < <br />DOCUMENTATION 70 INSPECTOR FOR REVIEW. <br />AL7ERNA7E ��CNO F0C71NC_--7 <br />ILL S2 ,) SCALE: N.T.S. <br />LTI X - r.F-- <br />OUAL @D 1.2" <br />F-RF-I;) FROM <br />TO CONCRETE NOTE: <br />SEE SECTION C/52 <br />FOR, ADDITIONAL <br />PLATE INFORMATION___., <br />SIMP50N 5F4 CONNECTOR <br />4" (5,000 SLAB N/ <br />6" X (b"- NIA X N1,4 OR FIBER <br />MESH ON & MIL VAPOR BARRIER OVER <br />CLEAN COMFAG7ED TERMITE <br />TREATED FILL <br />7"rl"ICAL IN7EERICR <br />nn NON-SEARINC-, ALL SETA IL <br />S2 SCALE: N.T.S. <br />22"x PLATE- <br />(2) #5 GONT. <br />SEE FLOOR PLAN <br />FOR, HEADER CONN. <br />2-RON5 I&d NAILS STAGGERED (a� <br />16" O/C EACH FACE OR 3-ROWS <br />l(od NAILS 57A(5&ERr_D 9 16" OIC <br />FOR 2"><10" OR GREATER HEADER <br />� - SEE FLOOR PLAN FOR <br />HEADER SIZE <br />CRIPPLE <br />STUD <br />TRIMMER <br />TYPICAL <br />STUD (7YPj <br />SEE <br />r-LOORPLAt\ <br />FOR <br />SEE FLOOR PLAN FOR <br />COLUMN <br />CONNECTION <br />SIZE <br />P.T. BOT. PLATE <br />UPLIFT CONNECTIONS REOUIRF_D <br />AT LOAD BEARING WALLS ONLY <br />LOASEAR INC7 FEX7ERIOFF: <br />�ER r7) ^ALL E7AIL <br />S2 SCALE: N.T.S. <br />(1) ROW 2x BLOCKING FOR, <br />WALL HET. (22.) ROWS 2x ELOGIQN& <br />FOR WALL HET. > 3'-6". <br />i/2"4P WEDGE TYPE <br />ANCHOR BOLT 4 24'' C.C. <br />N/4" MIN. EMBEDMENT DOUBLE IOd <br />&X& NIAX^1 4 NNF <br />/X <br />Od @ a" CA', <br />TOP 5PL I GE <br />NOTE: <br />HIL71 /'"cP KAIK BOLT 11 <br />EMBEDMENT MAY BE <br />NOTE: BOTTOM SPLICE <br />USED IN LIEU OF ANCHOR <br />PLATE LENGTHS MUST BE OVER STUD <br />BOLTS. <br />7",' FICA _ IN7ERIChi SEAR INC-S, ^ALL <br />S2) SCALE: N.T.S. <br />0.. 70F PLATE 5FLICE 1;)F-7AIL <br />S2 <br />SCALE: N.T.S. <br />O <br />Cp <br />lji <br />z <br />QL <br />w <br />cl <br />Lu �_ <br />-1 ED <br />c1l <br />tu <br />Lu <br />lu <br />CO <br />_zj <br />1 <br />D <br />I I <br />Lu <br />U— <br />VI <br />OL <br />cl til <br />0 N <br />tu <br />Ck <br />z <br />z <br />O <br />PROVIDED BY: <br />2721 Agnes St <br />Tampa FL 33619 <br />813 313 0045 <br />nn <br />LL <br />DATE: <br />11/17/2021 <br />SCALE: <br />SHEET: <br />5-1 <br />