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\TYp) SEE ELEV. (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C SEE ELEV. UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL �P) SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND/Ak 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 5/81, 8" 7 5/81, 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL C. 926 APPLY LAYERS W/ 2x DEAD WOOD @MID " OVER FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ METAL LATH. FIRST 2NESS 8LAYERS DRYWALL NAILS POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM ❑ RESISTIVE BARRIER PLATE INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12)10d FACE OF BLOCK WALL IS 21/4" NAILS AT EACH STUD rBLOCKING RUSS BOTTOM CHORD OR 2x4 CL DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END/ 2-16d TOE NAILS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED11 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 Z ¢ (2) 2x HEADER WALL CLEAN -OUT rA ❑ ❑ 2x TOP PLATE `n 1 PER PLAN SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16 O.C. (2) 2X4 PT STUDS UNDER HIP 2-16d NAILS @ 24 O.C. OR EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 1Odx1 1/2" MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE () 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY (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 (MIN.) LMAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR SEEA/S3FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAILKE BEARING WOOD FRAME WALL j 11 11 " 11 11 11 UPLIFT CONNECT 5/ DIA. x 8 J-BOLTS AT -3/ 1-3/4 , 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 SCALE: N.T.S. SCALE: N.T.S. DOUBLE ')-A SPF #2 - -- - 96 3/8"CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 S4 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 Old (3)1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +� STUD W/ (3)1Old NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW / ■1,8"STD.., ..: PLAN) IN OPENINGS " ' • "LOCATIONIIlI ■I IIII IIII�. _111lIOPENINGIIII ■I�III �i�� ■�lil ��II II IIl�1 �IIIII IIIII� 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 0 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) DOOR STOP PSPN516Z w/ (12)16d NAILS 71" -- --- `' MOLDING ° ° • HTT4 w/ (18)1Od NAILS (3610# SPF) 2 ROWS 10d @ 3" O.C. (14 °� • HTT5 NAILS SPF) 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF ° °� ° w/ (26)1Od (4670# • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) 58" ---- - DOOR 48., SPLICE STAGGERED M� o o° • HDU2SDS2.5 w/(6) 1/4"x 21/2" SDS (3075# SPF) • N. • HDU4-SDS2.5 w/ (10)1 /4" x 21/2" SDS (4565# SPF) J-BOLT i � . HDU5-SDS2.5 w/ (14)1 /4" x 21/2" SDS (5645# SPF) 41 TRACK NJ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (6970# SPF) 34" BRACKET G �� 10d @ 8" O/C • HDU11-SDS2.5 w/ (30) 1/4" x 21/2" SDS (9335# SPF) — — S • • 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 A.T.R. 101, DOOR TRACK EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT 6 3/4" ____ _ W/MOUNTING ANGLE / 4)16d TOENAILS TWO OP PLATE • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. 31/2" ---- - MIN. 8" EMBEDMENT w/ WASHER & NUT W/ 8 EMBEDMENT ''' NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM PLATE LENGTHS MUST SPLIC • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. „ 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. OVER STUD MIN. 8 EMBEDMENT w/ WASHER & NUT FASTENED TO TRUSSES WITH 8d COMMON 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. O AT LEAST 4'-0" LONG. TYPICAL PI ' WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION EDGES & 8" O/C FIELD - _ - PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SIMPSON SPi w/ (10)1 Od NAILS AT EACH STUD BLOCKING (TYP.) Q2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS PROPERLY. S4 S4 S4 2x P.T. PLATE\1—ROOFTRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX " UPLIFT CONNECTOR MCC SEE SCHEDU 4 OPENINGS LESS THAN OR EQUAL TO 6'.0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C ) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. AND FILLED SOLID W/GROUT G TYPICAL FILLED LINTEL ASSEMBLY 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. �+A KNEE WALL ABOVE MASONRY WALL DETAIL 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 EA END EA END EA END SIMPSON 1'-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 SIMPSON SP4 SP2 FF SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT @ 24" O.C. MAX. INTO 1Od NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER BOTTOM PLATE 2XPT TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE SEE SECTION AA/S1 AND BB/S1 FOR 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 ATERIAL SCRAP MATERIAL— WITHOUT UPLIFT SP1 • K.O. BLOCK W/(1) 10 ¢ SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT. & w '- REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED 0 LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED :... 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW N @ 12" 0/C EACH FACE OR @R02WO C2FOR 2' z OT OR ERED 2X8 P.T. BOTTOM P TE MASONRY WALL C FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER A KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "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 1Od x 1 1/2" AT EA 'I SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: SP4 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A 10d NAILS @ 6" O.C. STAGGERED Ivs4 GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. 10d NAILS @ 8" 0/C TYP. ONLY (1) 2x SILL PLATE W/ (2) TRANSOM FRAMING BEYOND. o 0NIN PLACE CONCRETE 12d TOENAILS NAILED INTO GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TROWEL FINISH SEE GENERAL NOTES TYPICAL (U.N.O.) LS30 w/ 6 10d x 1 1/2" EACH () TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" 0/C FIELD S4 SLOPE FORWARD FOR DRAINAGE CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL g ..f: GARAGE FLOOR TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS (6) 10d x 1 12 • SIMPSON SP4 w/ GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD 00 SIMPSON HTT4 TYP. O,Q SPi SIMPSON SP8 FOR 2x8 WALL) SHEATHING Opp U.N.O. SEE N/S4 N�N( RECESS SIMPSON SP4 • SIMPSON SP2 w/ (12)10d NAILS MASONRY MOUNTING BASE DETAIL ** HOLD DOWN • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. a NOT REQUIRED @ PLATE) a . s BEARING WALLS NOTED ALTERNATE: SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE WITHOUT UPLIFT 5/8" DIA. ATR EPDXIED DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM GARAGE ENTRY FINISHED MASONRY DETAIL P FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL le"�() D PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY(0,R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION S4 5/s"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 ENO Ci 0 U CV N �m O L- Z 6-�� N 2 r. n O .O 0-° W N 0 (V 0 N_ N R� • ♦ J \J •• .� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages hearing Engineers signature and seal. F p M $ 10 h ik N CS a Co Q cod' 7tLLa ni rn CL _ a Y Q �C', J LL LL it 0 ys L � S 2, W(S , -., ' a T a a Z N M Z E N O Z O U U YA 0 z N z - N N z -J t Cc f y W a j p� O W 8 �N � U L�j•. ' W z x � Q 0 � • e' S � c W Mz o LL E 03. zo oz• a� 0 (� C1 �' �O X U oa Up Z O E N !o °dWp �i a � °=� 0 <�Fo � x U Z Oz Z N J 7 m aw sz N oddo wLL �w W � o z CIF Mj c0 v z< a F °3 0 •0 T rn C :> L <6 I CV r W O M LO ,--- •� ° O o CN CM o � C)N J 00 L N LO 0o N N CV r r E 0 N z O rn E d U J ¢ p J JOB NO: 21-17091-17908 SCALE : AS NOTED SHEET NO.