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REFER TO UNDERLAYMENT TABLE ON 15/8° 8^ 15/8° 8° SHEET SNl FOR UNDERLAYMENT _ _ - -__ - - - - - - -- 12 REQUIREMENTS VENT OR ZND FLOOR SOLID AREAS ARE ❑ L `J SOLID AREAS ARE -- (T'YP.)� SEE ELEV. PRE-ENGINEERED WOOD TRUSSES s 24' O/C VERTICAL JAM UPLIFT CONNECTOR (SEE SCHEDULE) STEEL AN GOUT STEEL AN OUT - - -3 �I AN 96-3/8 ABO L D R EEL D GROUT 5/S DIA. x 8 J BOLTS At 6 3/4 41 /4 D VE DOUBLE2x4 S. F. TO AT C.M.U.A P P PLATE I/2 MINIMUM CEMENT FINISH TYPICAL .M.U. WALL GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 ❑ S v8 STUCCO FINISH AS G / AW GUT TO 10 I/2 TM . 926 A Y 3 SAW GUT TO ID 1 2 Sx C PE FU Sxl6 0 K R PPLTNT 10LL BLER RSTANDARD 3 DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT LAYERS W/ TOTAL THICKNESS I& OVER METAL 3/4 FURRING STRIPS WALL ,THREADED 3 DIA. EXTENSION REQUIRED) t0 PROVIDE A FLUSH MOUNTING SUi�ACE. LATH. FIRST 2 LAYERS 3/8 THICK EACH. 3RD I/2' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. Ct DOOR OPENING -DOOR OPENINGPOOR OPENING-- LAYER 1/8' THICK (SEE NOTES N SECTION 4.4 SHEET SN FOR ADDITIONAL INFO) W/ DRYWALL ❑ SCREW OFF GAP (3' IDIA.)SCREWS -8 8' O.G. OR � WALL , a ❑ CRICKET AS FOR GLEAN -OUT 4d DRYWALL NAILS a EXTERID R2 ❑ ❑ REQUIRED a . a DOOR STOP WALL e Q 6 a MOLDING ❑ ❑ ❑ USP SPT24 EA. 5TUD - MIN. EXTENSION FROM EXTERIOR GARAGE mo 1/2' EXTERIOR GRADEFACE OF BLOCK WALL IS I RDOOR -------- - - - �� - - - - - - - SHEATHING FASTENED TO MAXIMUM EXTENSION FROM 16T COARSE 2ND COARSE 3RD COARSE TRUSSES WITH Sd COMMON WIRE EXTERIOR PACE OF BLOCK WALL t0 DRAIN 2 x 6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS s1 4' O/C BOUNDARIES 6' BLOCKING (TYPJ Is 2 1/4' COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE O/G EDGES 4 6' O/C FIELD , WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2X4 PT STUDS 9 16' WALL CLEAN -OUT M �ONR L, 'OUT (2) 2X4 PT STUDS UNDER HIP caARR1ER/GIRDER TRUSS ___ = _ SCALE: N.T.S. CJ�-F DOOR TRACK SCALE: N.T.S. W/MOUNTING ANGLE -- NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 6 EA. STUD MAIN SPAN REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ---- ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY UPLIFT CONNECTOR MANUFACTURER TYPICAL GARAGE DOOR BUCK K 8'X.8'xl(o' K.O. BLOCK W/ 1 $5 - (SEE SCHEDULE) T''FIC,4L. SECTION THRJ WINDOUj SCALE: N.T.S. 14 CUNT. AND FILLED W/ GROUT 4 (1) "5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON ALT. KNEEWALL ABOVE MASONRY WALL rDETAILK E SHEET SNI FOR UNDERLAYMENT -`" 12 REQUIREMENTS TRUSS BOTTOM CHORD OR SCALE: N.T.S. �4 PRE-ENGINEERED WOOD TRUSSES 9 24' O/C KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ 2-111 TOE UPLIFT CONNECTOR (SEE SCHEDULE) (TYPJ SEE ELEV. BLOCK W/ FOR CONCRETE PLACEMENT -7 - NAILS -1 EACH END DOUBLE 2x4 SPF. *2 TOP PLATE 2x 5.PF. STUDS -1 16' O.C. CRICKET AS REQUIRED USP SPT24 e1 EA. STUD la' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYPJ WIRE NAILS ,@ 4' O/C BOUNDARIES 6' O/C EDGES 4 8' O/C FIELD ■■ .'Be.. LIN1�_■■ l GREATER - .. „ . O - OPENINGFILLED CELL W/ (1) 05 VERTICAL SEE FDN. PLAN FOR LOCATION -- milli IIBI� ■■III lil�� ■■III �II■■ -III I�II- 2 x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE ,o v PLATE ° ° ° 18-10d NAILS 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) 2x TOP PLATE V2-1(od NAILS -8 24' O.C. OR M/N ° ° EQUAL TO TRUSS BOTTOM 2x CRIPPLES 16' O.G. / 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING (2jjN — W/ MIN. 8' EMBEDMENT 10d ®8" 0/C 2x STUD a 24' O.G. MAX. 2x BLOCKING a EACH END W/ 10d /5T qN�F PROVIDE P.A.F. NAILS OR m 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL -a 12' O.G. FACE TO BLOCKING Yp 5TAGGERED FROM BOT. SEE A/53 FOR (2) 2x HEADER PER PLAN 0 UPLIFT= 31010 (SYP 42) 310511 (SPF) PLATE TO CONCRETE RE INF. INFO. -2x BOTTOM PLATE W/ (I) 10d 6 8' I VARIES O.C. TO EACH HEADER FACE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE OVER STUD AT LEAST 8'--0" LONG, TYPICAL NOTES: Tl'FICAL INTERIOR NON- � --- I� FILL LINTEL AND ALL CELLS ABOVE LINTEL. ,�RIN LUO®D ',��„� WALL 2 x (o 0' IN.) ' i„I I�SP NTTI�o rN USP SPT22 EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J UJ,4L. L.--I,4D D T,4 I L_ j TOE''L 14T S�'L I CE D rz T,4 I L SCALE: NTS S T SCALE: N 2x P.T. PLATE ... PORT a EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. S� SCALE= N.T.S. S�' O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED F-- 2240 LBS NOTE: EPDXY TO BE SIMPSON 5/8' x 10' 'J' BOLT -1 24' O/C MAX ROOF TRUSS PROPERLY. — J SET-XP OR EQU I V4LENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. usP usP c 8'X8'X16' K.O. BLOCK W/ 1 05 CONT. MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLE55 NOTED ON FLOOR PLAN. (1) 05 VERT. IN GONG. FILLED CELL T''PIGAL FILLED LINTEL ,4SSEM5L�' rG W/ STD. 90° HOOK IN K.O. BLOCK KNEE WALL ,ABOVE MASONRY WALL DETA�IL scALE: N.T.s. S� SCALE: N.T.S. S USP SPT4 6PT24 - U5P 5PT4 6PT24 USP 6PT4 - ROOF TRUSS ABOVE -- 2X TOP PLATE 2X BLOCKING 2X STUDS 6 24' O.G. �Z�OVERLAPPING z NAILED 5/8'xl0' 'J' BOLT \�� \ INTO 10d NAILS 6' (2) 16d TOE NAILS 24' O.C. MAX. \\ \ TRANSOM EA. BLOCKING MIN. (2) PER BOTTOM PLATE 2X P.T. TRANSOM FRAMING \ FRAMING STAGGERED WIDTH OF OPENING VARIES FORM CONCRETE INSET TO SECTION PLATE SEE SECTION AA/SI \ _ 2X8 WALL ABOVE CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND BB/S1 FOR 1 /2"X9 1 /2" PLYW00 WALL ABOVE. ADDITIONAL DETAILS \; ENTRY SEE FLOOR PLAN NOTES USP 5FT22 // KO. BLOCK W/(1) SCRAP MATERIAL FOR REQUIRED USP 60T4 J-BOLTS g 24' O.C. ''S CONT. 4 Q CONNECTION USP 5PT4 USP SPT4 RECESS MAX FILLED o SAC/'�ba 2-ROWS 12d NAILS LINTEL 5/8'XIO' J-BOLTS STAGGERED a12' O/C EACH 2X P.T. PLATE a 2'-0' O.C. FACE OR 3-ROWS 126 NAILS a .14 A MOUNTING BASE NOT FORM CREATES CONCRETE RECESS TO STAGGERED a 12' O/C FOR a------- a MASONRY WALL SHOWN FOR CLARITY MOUNTING BASE SHOWN RECEIVE GARAGE DOOR AND TO ALLOW 2X8 P.T. BOTTOM PLATE 2x CRIPPLES SEE DETAIL BELOW IN POSITION 2x4 (NOM.) FOR WATER SHED. TxIO' OR GREATER HEADER � SEAT FOR BLOCK IS 16' O.G. W/ (2) 12d POURED IN PLACE CONCRETE 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B /5/8'x10' 'J' BOLT m 24' O.C. MAX. 1\ C GARAGE FLOOR SLAB 8x8x16 C.M.U. (MIN. (2) PER BOTTOM PLATE) �r U.SP C HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL 6TRAP5 JACKS STUDS JACKS STUDS SIZE (UN.O. ON PLAN) EA END EA END EA END EA END 1' - 41 (1) (2) (1) (2) (1) USP L5TA30 4' - 9' (2) (3) (2) (2) (1) USP L5TA30 9' -16' (3) (3) (2) 1 (3) (2) U5P L5TA30 SEUWGENEIRA HNOTES (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 - (2) 2x HEADER (SEE PLAN) MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END SLOPE FORWAR C PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER FOR DRAINAGE NAILS GARAGE FLOOR ;�— GARAGE ENTR'I' FORM DETAIL 8' O/C TYP. BOX 6' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SCALE: N.T.S. HEADER 2x JACKS (SEE ONLY EXTERIOR HEADERS TABLE ABOVE) (1) 2x SILL PLATE W/ (2) GARAGE D00 RACK MOUNTING BRACKET T 12d TOENAILS. OPENING MOUNTING BASE DETAIL LARGER THAN 4 Ft (2) 2x ° SILL PLATE W/ MP3 SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK CLIPS EACH SIDE SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE CABLE DIMENSIONS ABOVE) TRAVEL DIRECTION OF GARAGE DOOR USP HTT16 TYP. U.N.O. GARAGE ENTRY FINISHED MASONRY DETAIL }� boo SEE N/54 SCALE: N.T.S. Cj o AFN/rye P.T. BOT. PLATE # HOLD DOWN CONNECTIONS NOT REQUIRED m BEARING POURED CONCRETE BASE OF M0UNTI BASE TOBE 2" ABOVE FINISHED WALLS WITHOUT UPLIFT BLOCK WALL. RECESSED F�OR�BOTTOM SPACE FOR GARAGE DOORGARAGE FLOOR. AND WATER SHED FORWARD WALL HEADER DETAIL PT4 IDd NAILS tv 4' STAGGERED 10d NAILS a 6' O.C. A STAGGERED c c TRANSOM FRAMING BEYOND. PLYWOOD c E PLYWOOD FASTENED TO TRUSSES SHEATHING WITH 8d COMMON WIRE NAILS a 4' S� O/C BOUNDARIES 6' O/G EDGESo B 4 8' O/C FIELD Mo PLYWOOD SHEATHING MASONRY 5 P WALL BELOW 5/8'XI0' J-BOLTS s 24' O.C. PT4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8' DIA. ATR EPDXIED MIN, 6' INTO BOND BEAM .9 24' O.C. THIS DRAWING. Q 1=RAr'11NC� DETAILS ,ABOVE ENTN I PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4--5/8'xI0' 'J' BOLT5 a 24'O.C. MAX. SCALE: N.T.S. cJ� SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) UaP SPT4 8PT24 USP S U S ILQ \\ \ `* TRANSOM FRAMING SEE SECTION AA/SI AND 55/51 FOR ADDITIONAL �\ DETAILS RECESS LINTEL -. NAILED INTO TRAN50M FRAMING U5P -- SPT22 f11SP / 6PT4 / a a e -. 2X8 P.T. BOTTOM PLATE 6 J e h A 4if:4 mBCYl`A.#yA ..... z� n lilk�y s�F< 1F ,,ui? m : DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i o 0 N Z W O Ln NE 0 (n M Q Ln M Lf) ' 0- L 7- ce z co <�¢ o I— W W� J 0 o U w Q LLJLu IL <� O J � Q r QILLJ ZJ Q 0 p F- Q zw Z z � 0 LO CL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE Tr IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2018 LEN NAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. ©2018 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: _ DATE DESCRIPTION 12.19.17 1.00 6TH ED.(2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 y'�4 �0 4. O C,a a-, O 0 -7- cq as v �smn C= CV W !V Do ziJ Z a )z N t N = N C1 ua :D* �* Z ¢ "' z "' W ❑ SHEET TITLE: SECTIONS, DETAILS, 8° NOTES SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH S4 vi LO O 1 N LO