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Cn cl:: LO LO C/) 3_1 0 _n CD C:) c" 04 C) c 11 C,4 Ln LO 0 r- C) -0 r') C,4 C�l Lo cr) 39 0 4 t,R) Iq C:) CL E co E V3 2 10 _- P, Cl- C14 5r- Cn (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) --2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W1 DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE I 1/2 MAXIMU INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 1 Od @ "i ) 4" O.C. FROM EACH HEADER FACE TO BLOCKING --�(2) 2x HEADER 8 PER PLAN \\\-- 2x BOTTOM PLATE W1 (1) 1 Od @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. ��4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSSABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W1 (3) 1 Od NAIL CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE L_/A 5/8" x 10" "J" BOLT @ 24" OIC MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 90A ---:: d STD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL_ TO DRAIN L�/ EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW MASONRYLAYOUT rD SCALE: N.T.S. �,14� KNOCK -OUT BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 11 24- - 4 STD. 9d'H LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL ------- SEE FDN. PLAN FOR LOCATION NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL' NOTE: FOR BEAM DEPTH 22", PR(>VIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE N, > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8xl 6 C. M.U. GARAGE DOOR----. GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK L 'BOTTOM OF MOUNTING 13� POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGEFLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Y) 0 2x CRIPPLES @ 16" 0. C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0 SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl 6 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP I iARAGE OOR WIMOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK �K SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUD SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 41-91 (2) (3) (2) I (2) (1)LSTA30 9'-16' (3) 1 (4) (2) (4) — (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2 ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"X1 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE '---2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. �4 SIMPSON SIMPSON A 1 12 TYP.) SEE ELEV. I SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER7;�_,o SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKING i) EACH END (L FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING LU C O/C FIELD J z 2x TOP P LATE \!2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIEPJGIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24.. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD -7 MAIN SPAN 2x P.T. PLATE-�---,, EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FO STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT, (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL --- I W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL I If /8"X10" "J" BO LT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE E SECTION P \ I L I \-SIMPSO' N SP4 I 41 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 0 PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4&,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL -j EXTERIOR ST DS U W/ 1A\ 16d TOENAILS TOY6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC) AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M K, SCALE: N.T.S. 1,, �4 F= 2240 LBS SIMPSON SIMPSON SP4 SP2 I I =�111 \ x- I \-NAILED INTO TRANSOM N G TRANSOM FRAMING FRAMING P.T. SEE SECTION AA/Sl /S A 1 -ATE AND BB/S1 FOR I TAI LS ADDITIONAL DETAILS SIMPSON spi SIMPSON SIMPSON RECESS -RECE 9 S' LI T /_ LINTEL SP4 SP4 SIMPSON SP4 SIMPSON NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 --\ SIMPSON� SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/0, j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 33 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. & NUT 'OXIEDA.T.R. I & NUT OXIED A.T.R. I & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 4 2X8 P.T. BOTTOM PrTE \-5/8"X10" "J" BOLT @ 24" 0 MAX- C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " — ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ 2'-0" O.C. -MASONRYWALL 1 Od NAILS @ 4 1 Od NAILS @ 6" O.C. -,------ STAGGERED A STAGGERED 0 0 TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES ,�WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING 10 & 8" O/C FIELD SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING I 1 11 a SIMPSON SP2 w/ (12) 10d NAILS MASONR I 5/8"X10" J-BOLTS @ 24" O.C. o SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- Ell MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 518"x1 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: - 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: T.S. S4 -0 -1 0 I- 0 co 1.- 0 N CL 1, 5. CO X M LL a- C C M C:), vo r_ 0- 0 �5 �,a 0 ' C', 0 0 uj 14.— C14 cli cz:) C14 cli C' v L c- .7 -:7 �0. o the est o t e ng nee s know e ge, n rmatonan eie, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seaL 11- E co 00 8 0 F- cq - Co LL 0 a- 4 U_ a ui LL 0 0 103 cq, 0 P- LU 0: Z E- =0 W co C/) W < co _j Lo X Ln 0 C14 < Z) 0 _j CD W EI El El cl- (nu,) a) + -, CID (10 U., 0 0 LU -a> ell Ln Ln g LU = E all C) 0 0 c. 0 z z < U_ ai E C:)- 0 E < z Q '0 00 .0 CL E 0. Wo � z CD C14 It -z =3 < "o z U)l 0 Cn Cn ow < 1z n 0 CL z Tr 0, I co Zil< '0 01 0 .0 C) 4) Lo > LO LO 0) T < 0- (3) (0 C) 2 j M _j U) 00 1711*1 4__j < +_j C\1 0 Cq C:) Lo Q co L0 LO < a) E 6 z W z E E 0 3 a� 0 _j 0 I JOB NO 22-02399 SCALE AS NOTED SHEET NO. S4