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LO <br />LO <br />V) <br />9 <br />Lo <br />LO <br />2 <br />C) <br />CIO <br />t2 <br />Co <br />C:) <br />r'") <br />C11 <br />LO <br />C! <br />LO <br />LO <br />LO <br />=3 <br />17' <br />0 <br />Cn <br />C-1 <br />CL <br />E <br />E <br />9 <br />0- <br />E <br />0 <br />0 <br />Q <br />C�4 <br />C=) <br />C14 <br />S <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />2xl / 2x1 WALL B EYON D FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - <br />CONNECTION SCREW OFF CAP <br />3" DIA <br />if <br />DOUBLE 2x TOP <br />PLATE <br />( <br />.) <br />FOR CLEAN -OUT <br />-'----2x DEAD WOOD @ MID <br />PO I NT w/ (3) 12d <br />TONEAILS SPACED MIN. EXTENSION FROM <br />EXTERIOR FACE OF BLOCK <br />EVENLY <br />" <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />1/2" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />WALL IS 1 1/2 <br />MAXIMUM INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTIO WALL <br />N EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />4" O.C. FROM EACH HEADER FACE <br />I_z_ ---TO BLOCKING <br />---(2) 2x HEADER <br />PER PLAN <br />\".�.�2x BOTTOM PLATE W/ (1) 10d @ 8" <br />VARIF5 <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL rT� <br />SCALE: N.T.S. <br />�' �4 <br />12 SEE TYPICAL WALL SECTION <br />SEE ELEV. "----,PRE-ENGINEERED WOOD <br />TRUSSES @ 24" OIC <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT, TOP <br />PLATE W/ (2) 12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W1 <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 W/ (12) 10d (3) 10d TOENAILS T&B <br />NAILS AT EACH STUD 1 AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />L <br />�STUDW/(3)'110dNAI S <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW IX <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />jj <br />4 <br />SIMPSON SP1 W/ (10) 1 Od <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />I <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />\--ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />DIMENSIONS <br />SEE PLAN FOR FOOTING <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />CL <br />TO DRAIN <br />ra <br />- _�K - <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT ("A <br />SCALE: N.T.S. <br />7 5/81, 8" 7 5/8" 8" 7 5/81, 8" <br />1STCOURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />MASONRY LAYOUT rD <br />TYPICAL SECTION THRU WINDOW (B <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />SCALE: N.T,S. 4 <br />KNOCK -OUT — <br />BLOCK W1 (1) #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />III, <br />LIE_: <br />11 <br />11 /' 4 <br />A 4 <br />4 � -4 <br />8" STD. 9d*HOOK 8"-,'- <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6-0 WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W1 (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />--- <br />IE <br />NOTES: <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />@ OPENINGS LESS THAN OR EQUAL TO 6'-0- IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />VARIES 4" <br />WIDTH OF OPENING <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL--� <br />Uj <br />> <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />2x4 (NOM-) <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE SCALE: N.T.S. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />8x8x16 C.M.U. <br />7, <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />\ <br />4 1, <br />1' <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <br />TO BE 2" ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE <br />GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2X6 WALL, USE SP8 <br />FOR 2X8 WALL) <br />1 Od NAILS@ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.0 <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING <br />VERTICAL JAM <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />rop <br />3 <br />1ARAGE <br />)OOR <br />W/MOU TING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK (7� <br />SCALE: N.T.S. <br />�4 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STU -D S_ <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'- 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) T <br />(4) <br />1 (2) <br />(4) <br />(2)LSTA30 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl 0" OR <br />GREATER HEADER <br />\—(2) 2x HEADER SEE PLAN <br />o INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W1 (2) <br />12d TOENAILS <br />BOX HEADER <br />EXTERIOR HEADERS: <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE wf SIMPSON <br />LS30 w/ (6) 1 Od x 1 1/2" EACH <br />SIDE <br />'-2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />AT BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. <br />� �4 <br />SIMPSON SIMPSON <br />SP2 <br />SP4 <br />n r <br />2X STUDS @ 94' <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />12 <br />(TYP.) <br />SEE ELEV. <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM <br />C. 926 APPLY 3 LAYERS W/ <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER <br />RESISTIVE BARR I E R <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />-TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET As <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />LOCKING <br />LU <br />O/C FIELD <br />J <br />z <br />2x TOP P LATE <br />V2-16d <br />2X4 PT STUDS @ 16" O.C. <br />NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />L <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />k <br />2x P.T. PLi TE <br />FEQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <br />3 <br />PLATE TO CONCRETE <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL------ H I <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />z3m— <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <br />- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />0 <br />PSPN516Z w/ (12) 16d NAILS <br />TOP 2 ROWS 1 Od @ 3" 0. C. (14 <br />kSPLICE NAILS TOTAL) EA. SIDE OF <br />SPLI <br />CE STAGGERED <br />1 Od @ 8" O/C <br />EXTERIOR STUDS <br />ATTACH ALL <br />W/ IA� 16d TOENAILS <br />T076PPLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUSTBE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M� <br />SCALE: N.T.S. <br />�4 <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 <br />SP2 <br />P.T� <br />ATE <br />SIMPSON <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />RECESS <br />LINTEL <br />SIMPSON <br />SPI <br />SIMPSON <br />IMI,SON� SP4 -\ <br />RECESS S <br />LINTEL SP4 <br />\E <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />Spi <br />SIMPSC <br />SP4 <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/j <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />SCALE: N.T.S. �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />(4565# S PF) <br />(5645# SPF) <br />3 (6970# SPF) <br />IS (9335# SPF) <br />N. 8" <br />:IOXIED A.T.R. <br />& NUT <br />OXIEDA.T.R. <br />& NUT <br />DXIEDA.T.R. <br />i & NUT <br />I I <br />2X8 P.T. BOTTOM PrTE <br />\-5/8"x`10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />C <br />SP4 <br />1 Od NAILS <br />4" <br />i <br />ROOFTRUSSABOVE <br />2X BLOCKING <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X1 0" J-BOLTS <br />@ 2'-0" O.C. <br />-MASONRY WALL <br />10d NAILS @ 6" O.C. <br />@ <br />A <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 <br />BEYOND, <br />PLYWOOD FASTENED TO TRUSSES <br />T Sol <br />'__.'_�WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />10 <br />& 8" OIC FIELD <br />o SIMPSON SP4 wl (6) 1 Od x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE <br />—PLYWOOD <br />1 <br />SHEATHING <br />SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- <br />SP8 FOR 2x8 WALL) <br />5/8"X10" J-BOLTS @ 24" O.C. <br />SI MPSON SP1 W/ (10) 1 Old NAI LS WALL BELOW <br />MAX, (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"X10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />REV. 06.24.22 <br />SCALE: N.T.S. <br />Cn <br />W_ <br />:-2t <br />e <br />g: C - <br />co ',=' <br />b— <br />S.0 i�� _% <br />ra- <br />e <br />cr. _= " <br />C1. <br />= 6 <br />V 0 <br />C, <br />t <br />A <br />PA <br />'j <br />4X Cg <br />E\, - - <br />vc;!" <br />'�! <br />S 10 <br />1111 <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />fa <br />W <br />4 <br />E <br />00 <br />5 <br />0 <br />T c' <br />--co a) <br />cl! <br />0 <br />�5 -1 <br />V) <br />1103 <br />6 ,No 0, <br />r- -j U� uj <br />Z <br />Co C: <br />a <br />i-Ir- <br />W <br />9 <br />=3 CON <br />0 2 <br />W <br />z <br />IL <br />0 91 Co ui <br />-L0 Z� 0 <br />Z <br />z <br />04 <br />< 0 <br />0 W <br />W <br />El EJ <br />:01 <br />:� <br />C)- <br />U) <br />QX <br />4--J <br />LU <br />U <br />W_ <br />0 <br />V) <br />L�u <br />LL' <br />E <br />0 0 <br />CD <br />09 <br />Ire <br />cl� <br />z <br />U_ <br />Ce E <br />E <br />CU <br />-z <br />70 <br />S <br />z< <br />0 <br />CL <br />00 <br />� U <br />E <br />g< <br />0, <br />0 <br />0 <br />�z <br />C <br />< <br />Ec-i <br />-:5 <br />'z <br />zo <br />8 <br />0 <br />CA) <br />C) <br />'z <br />M <br />�0 <br />Cl> <br />M <br />C) <br />z< <br />0 <br />LO <br />(D <br />1-- <br />C-) <br />_j <br />07 c) <br />0 <br />0 <br />C) <br />T_ <br />Q <br />�2 <br />N <br />M <br />LO <br />< <br />+_j <br />0 <br />0 <br />ILL CV) <br />_�e 04 <br />CU <br />CID <br />U') <br />T_ <br />T <br />(.0 UP <br />E <br />C:) <br />(0 <br />0 <br />M <br />z <br />E Ir— <br />Cn <br />ID <br />M <br />FL <br />E <br />0 <br />I U _j <br />JOB <br />NO <br />23-06136 <br />SCALE <br />AS NOTED. <br />SHEET NO. <br />S4 <br />Z- <br />