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01 LJO LO U) C14 WO C=> L0 L0 Cr V) 0 -0 Q C14 C) L0 C> a) C14 L0 C� L0 c=' LO LO Cr Cn I-- 0 C-) C14 C) C14 E E LZ L-O C-4 CD Lo U 15 im SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD TOP PLATE SEE VENT OR 2ND FLOOR 12 PLAN SEE ELEV. UPLIFT CONNECTOR (SEE '�/—TYPICAL C.M.U. WALL (TYP.) 1/2" MINIMUM CEMENT FINISH SCHEDULE) Z_z��ZTY 7P) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7/8" STUCCO FINISH PER ASTM 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" C. 926 APPLY 3 LAYERS W/ CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER HEADER ///— FOR CLEAN -OUT @ 8" O.C. OR 4d ------2x DEAD WOOD @ MID DRYWALL NAILS F] I —SOLID AREAS ARE METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d MIN. EXTENSION FROM SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED EXTERIOR FACE OF BLOCK STEEL AND GROUT STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE2xTOP RESISTIVE 3ARRIER EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAILS AT EACH STUD 21 FACE OF BLOCK WALL IS 2 1/4" CL CRICKET S _* , DOOROPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRE 2x BLOCKING @ EACH END W/ 10d @ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING TO BLOCKING WALL CLEAN -OUT rA WALL F1 O/C FIELD --(2) 2x HEADER 2X4 PT STUDS @ 16" O.C. PER PLAN SCALE: N.T.S. ET (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1STCOURSE 2ND COURSE 3RDCOURSE VA �IE5O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1 Odxl 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. IN KO BLOCK AT EA. STUD -71 1 MAIN SPAN 2 x 6 (MIN.) FRAME D� MOISTURE BARRIER ROOFTRUSS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW KB MASONRYLAYOUT UPLIFT CONNECTOR SCALE: N.T.S. �4 SCALE: N.T.S. 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR Vkln(V nHT (SEE SCHEDULE) BLOCK _W/ (1) #5 NOTCH LINTEL WHERE REQUIRED n0HPl P)vA qPF: .1�9 FOR CONCRETE PLACEMENT TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP 2x S.P.1 PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10)d (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d 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 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID WIGROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD, 90A 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 GENERALNOTES SLOPE FORWARD FOR DRAINAGE 77= -IF 8" STD. 9(YHOOK _/8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN OPENING FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IE-H U _T_ 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 BLOCKING (TYP.) PROPERLY. �ROOF TRUSS (D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD—\ BLOCK WALL ABOVE. SCRAP MATERIAL—� LU 0 FORM CREATES CONCRETE RECESS TO 2x4 (NON I.) 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE 8x8x16 C.M.U. GARAGE DOOR-----_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK SCALE: N.T.S. \" z/1 25 — � I I � - I � _1�01 IRED CONCRETE BASE FOR BOTTOM OF MOUNTING BASE BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGEFLOOR. SHED FORWARD THIS DRAWING. — PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 wl (6) 1 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.) 1 #5 VERT. IN CONC. FILLED CELL W1 STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE "'r u" Lu" THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 0 0 DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING Top TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF GARAGE 4&,, SPLICE STAGGERED /—DOOR J-BOLT TRACK BRACKET W/�N' �ING 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"x4"WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1)LSTA30 (3) r(4� (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SE FLOOR PLAN NOTES FOR REQUIRED CONNECTION - S 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 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 Q HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. ��4� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"xl 0" "J" BOLT @ 24" O.C�MAX. MIN (2� ' )P OTTOM PLATE S ECTION /--2. VI D \-SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W1 (4) 16d TOENAILS TOTOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. �4 F= 2240 LBS SIMPSON SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION J/SS -ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON Spi SIMPSON SIMPSC RECESS SP4 SP4 SIMPSON SP4 ---i SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SIMPSON spi SP4 SIMPSON SP4 F TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END LU 0 :C a- 2x TOP PLATE—/ Cn V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE F" EQUAL @ 12" O.C, STAGGERED FROM BOT. SEE AJS3 FOR, � \� / PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL(-j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3(5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT IOXIED A.T.R. � & NUT OXIED A.T.R. � & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 2X8 P.T. BOTTOM P�TE \-5/8"x`10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /_ 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. -MASONRY WALL SIMPSON C SP4 -v I Od NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A 11r STAGGERED TRANSOM FRAMING A N BEYOND. PLYWOOD FASTENED TO TRUSSES PLYWOOD WI I H 6d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 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 9 SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- o SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW — 0-' 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM---' PLAT E 5/8"x10" "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 R� REV. 06.24.22 SCALE: N.T.S. C% A I C%j LO 0 C14 cm C14 2! co E s is CD cc CD 'vl gn 1,J) v� I., o 16 IN iz 3 C!, C) ITA To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained with i n these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineenng portions of the drawing pages bearing ngmee ssgnaturean sea. E A8 0 0 NO' LL Lu ut LU z W z 05 M Lu N Cl) - W 0 b Z' z W 0 < L) CD < LA.j UO V) Li CL U*) LU E u U) < M 0 0 U_ mi� E E co -z Z < Q E 0< 0 < z 0 z CA) C -Z5 0< 10 2: 101. z C_> WC, co Cl> 8 C:) L0 LO M (D CL F— CN co C) :3 LO CL LO C:) 0 0 C) W _j N LO 0 < 0 U_ C') -lid C\1 U C:) c) (a 04 LO <LO L0 U-) E Z, ILO z z E E 0 0 �0 W U < _j JOB NO: 23-06129 SCALE : AS NOTED SHEET NO. S4 : I J i A I I I TFF I I i ;I � 1. 1 11 -F i F-T I I . I 1 11 k I I I - I . I I - ___ - . - -