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9 1 rR SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.SCHEDULE) ELEV. SCHEDU E)UPLIFT NECTOR (SEE (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6/2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8° 7 5/8" 8" 7/8"STUCCO FINISH PER ASTM C. TOTAL CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS THICKNESS 7/8"Y OVER ERS /MEETAL 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ LATH. FIRST 2 LAYERS 3/8" THICK DRYWALL NAILS POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8"THICK. TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK CRICKET AS REQUIRED PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ FULL 8x8x16 BLOCK SIM SON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ REI ❑ NAILSAT EACH STUD TRUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 21/4" DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING @ BLOCKING EACH END/ 2-16d TOE NAILS TO DRAIN FASTENED TO TRUSSES WITH 8d 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 ( ) v TO BLOCKING WALL ❑ O/C FIELD v (2) 2x HEADER WALL CLEAN -OUT A ❑ ❑ " 2x TOP PLATE " PER PLAN SCALE: N.T.S. S4 ❑ID ❑ 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 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE _ VARIES SIMPSON HETA20 w/ 8 10dx1 1/2" O.C. TO EACH HEADER FACE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 x 6 MIN. FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD RMAIN SPAN OOF TRUSS (MIN.) 2x P.T. PLATE EQUAL @ 12" O.C. MASONRY LAYOUT rD MOISTURE BARRIER SEE A/S3 FOR STAGGERED FROM BOT. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOWrB'� UPLIFT CONNECTOR REINF.INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. ° SCALE: N.T.S. S4 S4 AND FILLED W/ GROUT A 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (Np) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90 HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW TRUSSES @ 24 O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j UPLIFT CONNECTOR 5/8 DIA. x 8 J-BOLTS AT 6-3/4", 41-3/4 , 71 , AND 96-3/8 ABOVE GARAGE (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 96 3/8 CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 SCALE: N.T.S. S4 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)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED I SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW �lia!i�llliil�l�l�l�!��I■■ STD.gde'HOOK 8`11 OPENINGS PLAN). .1 ••I_III�. •' ...D CELL •- • ME — a8" ■■Ilt III■■ Milli ■�lII' lid■� - � IIli IIIZ� ■■III IIILM �IIII_ ■■III III■■ �IIII IIII� TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR — e a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) a a DOOR STOP t :j PSPN516Z w/ (12)16d NAILS 71" a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) �� 77 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) 58 DOOR 4SPLICE STAGGERED g, • N. • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215# SPF) ° — ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) J-BOLT r • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) 41 ° TRACK N.� __-- • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 34" BRACKET Q O/ 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) _ • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" p EMBEDMENT w/ WASHER & NUT ATTACH ALL G • FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED 10" DOOR TRACK EXTERIOR STUDS W/ (4)16d TOENAILS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & 6 3/4" — W/MOUNTING ANGLE TO 76P PLATE NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. 31/2" —EIE� NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. FASTENED TO TRUSSES WITH 8d COMMON 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION MIN. 8" EMBEDMENT w/ WASHER &NUT - - - PORT EDGES & 8" O/C FIELD =_ _ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK rK TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN SIMPSON SP1 w/ (10)10d 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. S4 S4 S4 2x P.T. PLATE --ROOF TRUSS F= 2240 LBS 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) O REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL F V SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END I EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 I SIMPSON SP4 SP2 SEE SIMPSON 01`4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT INTO (2)16d TOE NAILS @ 24" O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED PT SECTION AA/S1 WIDTH OF OPENING VARIES 4° FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND BB/S1 FOR is 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED • SP1 SCRAP MATERIAL WITHOUT UPLIFT K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 J-BOLTS @ 24" O.C. #5 CONT. & SIMT REQUIRED CONNECTION RECESS SP4PSON SP4 PSON MAX FILLED S+/NO LINTEL 5/8"X10" J-BOLTS FF�O�NI'1' 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. @ 12" O/C EACH FACE OR MASONRY WALL FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12NAILS STAGGERED ° F x10OR 2x4 (NOM.) @ 12" 0/C FOR 2"" ^ ° 2X8 P.T. BOTTOM P TE C FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B o o 10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 'I SP4 SP2 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN q FOR 2x8 WALL) 12d TOENAILS STAGGERED STAGGERED FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) SEAT FOR BLOCK IS POURED o o TRANSOM FRAMING 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. BEYOND. 12d TOENAILS � IN PLACE CONCRETE NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES GARAGE FLOOR SLAB �8x8xl6 C.M.U. WITH 8d COMMON WIRE NAILS 4" PLYWOOD CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING TROWEL FINISH SEE LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK TYPICAL (U.N.O.) SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD S4 SLOPE FORWARD CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL og FOR DRAINAGE GARAGE FLOOR DETAILS TRAVEL DIRECTION OF 2x STUDS TYP. ( ) • SIMPSON SP4 w/ 6 10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD 00 SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING OpF OR U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRYo N , ** HOLD DOWN RECESS SIMPSON • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL �" LINTEL SP4 CONNECTIONS MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. 4NOT REQUIRED @ PLATE) e ° ° °4 P.T.OTPLATE BEARING WALLS NOTED SEE PLAN FOR FOOTING BOTTOM OF MOUNTING B E . . DIMENSIONS TO BE 2" ABOVE FINISHED � �° ° a ALTERNATE: POURED CONCRETE BASE FOR WITHOUT UPLIFT 2X8 P.T. BOTTOM MIN I6'AEPDXIED INTO BOND BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER PLATE GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL (� @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION S4 5/8"x10"'J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 l��tilvv s Off`' F L OFESSION 0111illat"k t� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Cade - Residential6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � 0 � CV w 61 inti� LLLLa ejM� W N aaLLJ Z0 JLL� � z o � Ca o t>: � � � 0: 0 CIO o LLWNgOjO' N Cl)Q O J z ❑00 W U' z QN z J '.T Q O - N �4-, s fa � W W U � O s LL,Ln 03 V � = W N Q Ir- o M M W z L oLL a o Efaaa-" V z• o 9 tcc n7 C1 E X V az � 0 z0, N°�z i % <o az Wz �o ro C _ C y� zLL z12 z a g0 z NW W c� 3o 0 �w v :R 3 0 �N = W '> c cc 00 LL N o v CO r— co CD = 04 M I 00 r N T r— E N M y rn o ? Z E 0 � w c a U Q p JOB NO : 20-6580 SCALE : AS NOTED SHEET NO. S4