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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND 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 3" DIA <br />DOUBLE 2x TOP <br />PLATE <br />( •)� <br />2x DEAD WOOD @ MID FOR CLEAN -OUT <br />POINT w/ (3)12d MIN. EXTENSION FROM <br />EVENLY <br />E SPACED EXTERIOR FACE OF BLOCK <br />EVWALL IS 1 1/2" MAXIMUM <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 />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALRtOR� <br />FACE OF BLOCK WALL IS 21/4" <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1)10d @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. S4 <br />12 <br />SEE TYPICAL WALL SECTION <br />(nrp) SEE ELEV. <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <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 W/ <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 w/ (12)10d <br />(3)10d TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />.+� . + . STUD W/ (3)10d NAILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <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 �' 1.4 A <br />-_ <br />SIMPSON SP1 w/ (10) 10d <br />NAILS AT EACH STUD BLOCKING (TYP.) <br />2x P.T. PLATE\L-ROOF TRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER <br />AND FILLED SOLID W/GROUT <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 />GL <br />TO DRAIN <br />EXTERIOR <br />WALL CLEAN -OUT WALL <br />A <br />SCALE: N.T.S. S4 <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />1ST COURSE 2ND COURSE 3RD COURSE <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D <br />S4 SCALE: N.T.S. S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 <br />■I�!�I1i11�!�I�I�!��I�■ <br />.. .. <br />•. - ' . 1 • • • <br />• • <br />• •' • • <br />■■_ <br />ill <br />ICI■ <br />-1'�I� <br />IIII-j <br />MEN <br />-�'I�I <br />Ill <br />II-� <br />-III <br />'��I-' <br />NOTES: <br />1O 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 />O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />[�3 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 />SCALE: N.T.S. S4 <br />WIDTH OF OPENING VARIES 4. FORM CONCRETE INSET TO <br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />J <br />T Uj <br />r O <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <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 />MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SLOPE FORWARD CONNECTION ASSEMBLY <br />FOR DRAINAGE ; .., GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. ° <br />a <br />SEE FPLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />DIMEINSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. S4, PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />N <br />2x CRIPPLES @ <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10d x 1 1 /2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />10d NAILS @ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -C <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 />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />vvvn r nn�.r� <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK KK <br />SCALE: N.T.S. S4 <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />V-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) <br />(4) <br />(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" 0/C FOR 2"x10" OR <br />GREATER HEADER <br />—(2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />S4 <br />(1) 2x SILL PLATE W/ (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 w/ SIMPSON <br />LS30 w/ (6)10d x 1 1/2" EACH <br />SIDE <br />' <br />2x STUDS TYP. <br />00 <br />OR <br />SIMPSON HTT4 TYP. <br />Op <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. S4 <br />3E <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />5/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />SIMPSON SP4 <br />0 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />P') SEE ELEV. SCHEDULE) SEE CONNECTOR (SEE <br />ZT�y <br />E <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 BARRIERi�A <br />SIMPSON SP2 w/ (12)10d <br />NAILS AT EACH STUD <br />RUSS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />[BLOCKINGW/ 2-16d TOE NAILS <br />EACH END <br />FASTENED TO TRUSSES WITH 8dREQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" 0/C EDGES & 8" <br />BLOCKING ( ) <br />v <br />O/C FIELD <br />N <br />2x TOP PLATE <br />2X4 PT STUDS @ 16" O.C. <br />2-16d NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />_ _ _ <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8)10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />2x P.T. PLATE <br />EQUAL @ 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 />PLATE TO CONCRETE <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90" HOOK IN K.O. BLOCK MP — <br />A I T I /A A I I A A/\\ /r A A A A/\ \ Ir\. /\. I A I I ---A.. <br />SCALE: N.T.S. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12)16d NAILS <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />48., SPLICE STAGGERED <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ (4)16d TOENAILS <br />TO TOP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. S4 <br />F= 2240 LBS <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />2X P.T. <br />PLATE <br />SIMPSON <br />SP4 <br />a <br />\--NAILED <br />INTO <br />. <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />SIMPSON <br />SIMPSON <br />RNTEES <br />SP4 <br />SP4 <br />SIMPSON <br />SP2 <br />.r <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 ki <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SIMPSON SP4 <br />�2X <br />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. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />i (4565# SPF) <br />i (5645# SPF) <br />> (6970# SPF) <br />IS (9335# SPF) <br />IN. 8" <br />PDXIED A.T.R. <br />t & NUT <br />'OXIED A.T.R. <br />i&NUT <br />OXIED A.T.R. <br />2 & NUT <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />a I I <br />2X8 P.T. BOTTOM P TE C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />" <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"X10" J-BOLTS <br />@ 2'-0" O.C. <br />MASONRY WALL <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />/ STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 o BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING <br />& 8" O/C FIELD <br />o <br />o L <br />o <br />S4 <br />B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />o <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) o SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />a boa a Q a <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"xl0" "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 />SCALE: N.T.S. S4 <br />'.oai1111lilt <br />SRO W ��f''di <br />' ti <br />rr .� <br />e < �• <br />ro 1 <br />o <br />�o <br />�� FL <br />�91* ROfiESSIOX4 <br />11'loss", <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building <br />Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineers signature and seal. <br />FW <br />o E <br />�p <br />.4 <br />O N <br />N J <br />5 <br />0 <br />« 6 c <br />00w � <br />5 <br />i LL <br />u LL <br />,n <br />a <br />_3 <br />a W 0 <br />11 <br />Q: <br />t.•�CO <br />c��O' <br />m O J <br />d <br />Z <br />L W <br />co <br />N M Z <br />p V <br />tL N O <br />U N <br />Z <br />W <br />z N <br />Z n <br />cl- <br />N <br />z u-o <br />a) <br />�N <br />� <br />LL <br />4-1 <br />�N <br />U <br />I11 <br />o A <br />—� <br />O <br />\.0 <br />N <br />�Ln <br />C N <br />w <br />U <br />EE <br />¢ N o <br />slr <br />U <br />W <br />M <br />o l <br />o <br />zo <br />aE21, <br />005. <br />H <br />oo <br />�z <br />Ru <br />oa <br />�� <br />¢ <br />z <br />Oo <br />N <br />�T <br />a o <br />adp <br />d <br />�w <br />—,. L <br />(p <br />C <br />¢ o <br />� <br />H V <br />mg <br />o <br />O <br />Z F <br />Z <br />_ <br />q <br />m <br /><W <br />23 <br />0- <br />oa <br />5s <br />a <br />-z <br />W <br />3 <br />LL� <br />O <br />4? <br />yo � <br />a x <br />mi <br />ila <br />3 <br />J <br />�C) <br />�U-) <br />0 <br />ai <br />"m <br />c� <br />L <br />J <br />r <br />Q <br />D <br />0 <br />� <br />C <br />U <br />Cfl <br />... <br />�a) <br />Z <br />�' <br />t0 r <br />= 04 <br />O7 <br />T <br />TV_ <br />N <br />Lo <br />T <br />T <br />0r-0 <br />t! <br />M <br />T <br />N <br />ZM <br />E Q <br />a <br />o <br />U _j <br />Q p <br />JOB <br />NO : <br />21-5016 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S4 <br />