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M 't- rl- C.0 LO C) C [ :1 1�0 E E 3 LZ 0 C.) I E! L) 0. 0 ff- C-4 0 0- - t.0 (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 ) DOUBLE 2x TOP PLATE . FOR CLEAN -OUT —2x DEAD WOOD @ MID POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 11/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" � j 2x BLOCKING @ EACH END W/ 1 Od @ V114" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x H EADE R PER PLAN vAfRIE5 I\--2x BOTTOM PLATE W/ (1) 1 Od @ 8" 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 TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 1 Od (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHE + + + STUD W/ (3) 1 Od NP S� 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 ;2! BLOCKING P.) 2x P.T. PLATE ROOFTRUSS 1 5/8" x 10" "? BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.. AND FILLED SOLID WIGROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. HOOK IN K.O. BLOCK 90A KNEE WALL ABOVE MASONRY WALL DETAIL _ CL TO DRAIN R EXTERIO WALL WALL CLEAN -OUT rA SCALE: N.T.S. ��4� 7 5/81, 8" 7 5/81, 8" 7 5181, 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 ( �B MASONRYLAYOUT rD SCALE: N.T.S. '\' �4 KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 11 1 11 1-4 11 F-1 811 STD. 96*HOOK-/8"- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-O"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION L NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE 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. G 04 014 SCALE: N.T.S, �4 WIDTH OF OPENING VARIES 4" — FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIA L—\ LU > 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES .... ... SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 0 SCALE: N.T.S. SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL rp_'N� SHED FORWARD THIS DRAWING. SCALE: N.T.S. � �4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) I Od x 11/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS@ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 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. 2 x 6 P. J-BOLT TRACK BRACKET rop �ARAGE lOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BU CK SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS EA END EA END EA END EA END IMPSON 11 - 4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) 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 wl SIMPSON LS30 w/ (6) 1 Od x 11/2" 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 rQ SCALE: N.T.S. SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C� v TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. 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 BARRIER�� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET A S EBLOCKING W/ 2-16d TOE NAILS C EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING Lu O/C FIELD 2x TOP PLATE--// U) 2X4 PT STUDS @ 16" O.C, 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB t /tt 2x STUD @ 24" " O.C. MAX) w/ MIN, 4" EMBEDMENT (24 T LMAIN O.C. MAX. ROVIDE P.A,F. NAILS OR IN KO BLOCK AT EA. STUD SPAN P.T. PLATE-�--\' rp EQUAL @ 12" O.C. MOISTURE BARRIER = I =1 17771 = ROOF TRUSS .2x SEE A/S3 FOR 1 STAGGERED FROM BOT. I F-1 UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W1 GROUT 1 #5 VERT. IN CONC. FILLED CELL_ W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE -7 7 NAILS TOTAL) EA. SIDE OF 4,9,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Y�16d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. � �4 F= 2240 LBS N SIMPSO SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 -NAILED INTO TRANSOM FRAMING SIMPSON - Spi SIMPSON ON SP4 SIMPS SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/"" j SIMPSON SP4 2X TOP PLATE OVERLAPPING SIMPSON Spi Sim SP4 1 Od NAILS @ 6" STAGGERED 24" O.C. MAX _2X P.T. PLATE ___1_ SCALE: N.T.S. '\' L4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3' (4565# SPF) 33 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. I & NUT DXIEDA.T.R. I & NUT 2X8 P.T. BOTTOM PrTE T_ �-518"xlO" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " ROOF TRUSS ABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 518"X10" J-BOLTS @ Z-O" O.C. -MASONRY WALL 1 Od NAILS @ 4 10d NAILS @ 6" O.C. ,--�STAGGERED A STAGGERED _-E 0 0 TRANSOM FRAMING BEYOND. - - - - - - ,—PLYWOOD FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" O/C FIELD SIMPSON SP4 W/ (6) 1 Old x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING SIMPSON SP2w/(12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE T_ 5/8"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 REV. 06.24.22 SCALE: N.T.S. CIA ILI 00 F.P. 0z 2 _= An G* �ZL— Z. iiihiiij ob b", . 1 C14 0 0 � * :W 4C �Zz F L 0 To the best of the Engi neer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature an d seal. W 01 "N 16 SO- 10 0 'Z zP LL .4 'rD U -, 7 - LL U_ , W uj 'cc: 't 'r z a i W �5 w C� �2 0 0 2 W 05 z 0 LO Cl) Z < 0 z 0 en W E3 El (D < t LL LU 0- 0 LU V) Ln 5 Juft U) - 0 Cl> cl� 0 z LL_ C& E C�_ 8 E �0 W 00 23' E co 0< z ?z Z. � z cl� C: � '< 0 � z z . 10 'z <. -- z ZO -z LD W W C" <0 'Z nj X -5 00i C) 3: > CO CU (0 C) co 0 < ca 0 0 M C LO 4_j a) 0 '2 C0 0 C14 cy) 00 C) LO LO CY) CD CY) T1_ 0 z z E C) CU C: a. E 0 ;j 'a 16 0 'D 0 _j < 0 C r_ 0) _j JOB NO 23-00506 SCALE AS NOTED SHEET NO. S4