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REFER TO UNDER-AYMENT TABLE ON SHEET SNl allREFER UNDERLAYMENT REQUIREMENTS ! PROVIDE: _ — — — — — — — — — — — — 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 I� — — — ❑ (1) LAYER FOR SLOPE >:4:12 ��VENT OR NDFLOOR VERTICAL JAM u SOLID AREAS ARE SOLID AREAS ARE (TYPJ SEE ELEV. PRE-ENGINEERED WOOD TRUSSES * 24' O.C. 1/2'MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 5/8'DIA x 8' J-BOLTS At 6-3/4' 41-3/4' 11' AND %-3/8' ABOVE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT UPLIFT CONNECTOR (SEE SCHEDULE) GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 DOUBLE 2x4 S.PF. TOP PLATE STANDARD 3' DIA TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR ❑ SAW CUT TO 10 1/2' SAW CUT t0 10 1/2' ❑ FULL Sxbxib BLOCK 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. WALL 1/8' STUCCO FINISH PER ASTM G. 926 APPLY 3 LAYERS THREADED 3' DIA. EXTENSION HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ❑ W/ TOTAL THICKNESS 1/8' OVER METAL LATH. FIRST 2 1/2' GYPSUM BOARD Gt DOOR OPENING DOOR OPENING DOOR OPENING—� LAYERS 3/8' THICK EACH. 3RD LAYER D THICK (SEE W/ DRYWALL NOTES IN SECTION 4°4 SHEET SN FOR ADDITIONAL INFO.I SCREW OFF CAP (3' DIA.) FOR CLEAN -OUT SCREWS * 8' O.G. OR a WALL ❑ ❑ ❑ CRICKET AS 01 4d DRYWALL NAILS Zf' 4 DOORSTOP �LRIOR REQUIRED a e a 4 p _a MOLDING ❑ ❑ ❑ USP SPT24 * EA. STUD GARAGE __--------JLli a ___ 1/2' EXTERIOR GRADE MIN EXTENSION FROM EXTERIOR DOOR - - - J- - - - SHEATHING FASTENED TO FACE OF BLOCK WALL IS I I/1' MAXIMUM EXTENSION FROM IST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH 8d COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2x6 P.T. MASON r0 LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED t0 THE NAILS * 4' O.C. BOUNDARIES, 6' BLOCKING (TYP) IS 2 v4' O.G. EDGES ! 8' D.C. FIELD COARSE BELOW. EVERY THIRD (31RD) COARSE THE II' DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.2x4 PT STUDS * 16' O C. WALL CLEAN -OUT UNDER 1'''1,450NR''I' L_,4�'OUT D GARRIER/GIRDER TRUSS SCALE: N.T.S. 54 DOOR TRACK W/MOLINTING ANGLE SCALE: N.T.S. 54 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 * EA STUD REFER TO LUINDOLU PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER MAIN SPAN SHEETS FOR INSTALLATION INFORMATION 5Y ROOF TRUSS MANUFACTURER UPLIFT TYPICAL GARAGE DOOR BUCK K 8'X8'XIb' KO. BLOCK W/ (1) 15 SEE S�E SCHEDULE) R TYPICAL 5E CT I ON THRU UJ IND OUJ CHIT. AND FILLED W/ GROUT � SCALE: N.r.B. 5� 64 (1) 05 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN KO. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNI ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E: FOR UNDERLAYMENT REQUIREMENTS ! PROVIDE: SCALE: RTS. 12 (2) LAYERS FOR 2:12 < SLOPE < 4-.12 TRUSS BOTTOM CHORD OR S4 (1) LAYER FOR SLOPE >_ 4.12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2) I6d TOE ITYP) SEE ELEV. BLOCK W/ (1) B PRE-ENGINEERED WOOD TRUSSES * 24 O.C. FOR CONCRETE PLACEMENT _ _ _ _ NAILS *EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. 02 TOP PLATE 2x S.PF. STUDS * lb' O.G. CRICKET AS REQUIRED LISP 6PT24 * EA STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH Sd COMMON BLOCKING (TYP.) WIRE NAILS * 4' O.C. BOUNDARIES, 6' O.C. EDGES ! 8' O.G. FIELD se Hom LINTEL :. OPENINGS,111�1� GREATER ii r • ON - _ : - •-LOCATION' MI IIISm. III ■!OR -III ■ III HIM �!IaIII I�l IIII �IIII Il�I 2'x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE PLATE °o ° 18-loci NAILS 2 ROWS 10d * 3' O.C. (14 NAILS TOTAL) 2x TOP PLATE V2-lbd °e ° NAILS * 24' D.C. OR EQUAL TO TRUSS BOTTOM 2x CRIPPLES * IVO.C. - 0000 ° ° 5/8'DIA X 12' EPDXIED ATR CHORD OR BLOCKING (4f/�y W/ MIN. 8' EMBEDMENT 2x STUD * 24' oc 0d * 8' O.C. ' O.G. MAX 2x BLOCKING * EACH END W/ 10d/ST . . �NcF PROVIDE PAR NAILS OR * 4' O.G. FROM EACH HEADER 2x P.T. PLATE EQUAL * 12' O.C. FACE TO BLOCKING STAGGERED FROM BOT. SEE A/83 FOR PLATE t0 CONCRETE (2) 2x HEADER PER PLAN NOTE: c UPLIFT= 31810 (SYP 02) 3105� (SPF) REINF, �O PLATE * 8' PLATE LENGTHS MUST BE 8 , a e a � � VARIES O.C.BOTTOM E FACE O.TO EACH HEADER FACE AT LEAST 8'-0' LONG. (TYP.) BOTTOM SPLICE NOTES: TYPICAL INTERIOR NON- 2 x C1"IIN� 1=RAM OVER STUD 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. BEARING WOOD FRAME WALL USP HTTI(o 1�( USP 6PT22 * EA STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J WALL_ HE,4DER DE:T,4IL. � TOP PLATE SPL ICE DETAIL >~I PORT * EACH VERTICAL REBAR ! DIRECTLY ABOVE THE LINTEL. SCALE: RTS. SCALE: N.T.S. "2SCALE: NTS 4 2x P.T. PLATE 02 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED 5� SCALE: RTA 54 F= 2240 LBS NOTE: EPDXY TO BE 51MP50N 5/8' x 10' 'J' BOLT * 24' O.G. MAX ROOF TRUSS PROPERLY. 5ET-XP OR EQUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION USP USP C 8'X8'Xlb' K.O. BLOCK W/ (1) 05 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) 15 VERT. IN GONG. FILLED CELL W/ STD. 90' NOOK IN K.O. BLTYPICAL FILLED LINTEL A55EM5LY G OCK KNEE WALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. 54 SCALE: N.T.S. 64 HEADER SUPPORT NO. OF JACKS ! STUDS REQ° AT OPENINGS 2x4 WALL 2x6 WALL STRAPS JACKS 7 STUDS JACKS STUDS SIOZEENING (UNA. ON PLAN) EA END EA END EA END EA END 1' - 4' (1) (2) (I) (2) (1) USP LSTA30 41 - S' 1 (2) 1 (3) (2) (2) (1) USP LSTA30 91 -16' 1 (3) 1 (3) (2) 1 (3) (2) USP LSTA30 USP SPT4 6PT24 USP SPT4 SPT24 USP SPT4 ROOF TRUSS ABOVE 2x TOP PLATENA 2x BLOCKING 2x STUDS * 24' O.C. �Z` \ \ OVERLAPPING NAILED 5/6"AID' 'J' BOLT \�\ \ INTO � (2) I6d t� L NAI S * 24' O.C. MAX. \X \ TRANSOM loci NAILS * 6' O.C. STAGGERED EA BLOCKING BOTTOM PLATE 2x P.T. TRANSOM FRAMING\�\ FRAMING WIDTH OF OPENING VARIES F� CONCRETE INSET TO SECTION PLATE =r- SECTION AA/SI \ 2x8 WALL ABOVE CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND BB/SI FOR \\ ENTRY 1/2,X9 1/2, PLYWOOD WALL ABOVE. ADDITIONAL DETAILS \\ --i SEE FLOOR PLAN NOTES USP SPT22 • KA. BLOCK W/ SCRAP R FOR REQUIRED USP SPT4 J-BOLTS * 24' O.G. (1) 45 CONT. ! FILLED CONNECTION /-LINTEL U5P SPT4 USP SPT4 r?Uj,�, l2) ROWS 12d NAILS STAGGERED MAX 5/8'X10' J-BOLTS * 12' D.G. EACH FACE OR * 2'-0' D.C. (3) ROWS 12d NAILS STAGGERED „ 1x F.T. PLATE MOUNTING BASE NOT FORM CRMASONRY WALL EATES CONCRETE RECESS TO * 12' O.C. FOR 2x10 OR GREATER .' ' ' ° �'. SHOWN FOR CLARITY MOUNTING BASE SHOWN IN 2x4 INOMa RECEIVE GARAGE DOOR AND TO ALLOW HEADER 2X8 P.T. BOTTOM PLATE - SEE DETAIL BELOW POSITION FOR WATER SHED. 2x CRIPPLES At FOR BLOCK IS POURED xb MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.G. W/ (2) l2d B IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'x10' V BOLT * 24' O.C. MAX. GARAGE FL SLAB �Sx8x16 C.M.I.I. (2) 2x HEADER (SEE PLAN) G (MIN. (2) PER BOTTOM PLATE) C TES / (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY USP SPT4 SPT24 USP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END INTERIOR HEADER SLOPE FORWARD PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1) 2x SILL PLATE W/ It loci NAILS * 4' O.C. lod NAILS * 6' O.G. FOR DRAINAGE 10d NAILS * (2)12d TOENAILS. ... GARAGE FLOOR GARAGE ENTRY FORM DETAIL 8' D.C. TYR BOX EXTERIOR HEADERS STAGGERED A STAGGERED HEADER (1) 2x SILL PLATE W/ o o NTRANSOMFRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING ��( \ BEYOND. TABLE ABOVE) LARGER THAN 4 FT. (2) 2x �\ \ NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \ \ PLYtllOOD FRAMING TRANSOM MOUNTING BASE DETAIL * EA SIDE \\ \ SHEATHING ' . •': a :: SCALE: N.T.S. TRANSOM FRAMING ��` PLYWOOD FASTENED TO TRUSSES * E GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/SI AND �\ \ W/ Sd COMMON WIRE NAILS * 4' O.C. $4 CONNECTION ASSEMBLY 2x STUDS (SEE TABLE 55/61 FOR ADDITIONAL BOUNDARIES, 6' O.C. EDGES AND fe SEE PLAN FOR FOOTING ABOVE) DETAILS\\ 8' O.G. FIELD DIMENSIONS DIRECTION OF GARAGE \\ DOOR TRAVEL USP HTT16 TYP. UNA. 1 USP PLYWOOD GARAGE ENTRY FINISHED MASONRY DETAIL j= o� SEE N/84 EEc� SPtzz SHEATHING SCALE: N.T.S. S� cN/r P.T. BOT. PLATE RECESS �� _ �P 5/8'X10' J-BOLTS * 24' O.C. I • HOLD DOWN CONNECTIONS LINTEL SPT4 SPT4 MAX (MIN. (2) PER BOTTOM PLATE) ` NOT REQUIRED * BEARING ALTERNATE: WALLS WITHOUT UPLIFT ! • . , 5/8DIA ATR EPDXIED POURED CONCRETE BASE FOR NTTOM OF MOUNTING B ' 4' MIN. V INTO BOND BEAM BLOCK WALL. RECESSED TO BE 2' ABOVE FINISHED 2X8 F.I. BOttOM * 24' O.C. SPACE FOR WALL. RAGE DOOR GARAGE FLOOR WALL HEADER DETAIL Q PLATE AND WATER SHED FORWARD THIS DRAWING. SCALE: N.T.S. (J- FRAMING DETAILS ABOVE ENTRY � PARTIAL INTERIOR ELEVATION 5/8'xlO' V BOLTS * 24' OZ. MAX SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) I DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 o N Lu 0 Q O � ag Q a Le Zr�Q aaLNn o ~ W ui 3 0 U I-" w Lu Lu CL ci _ V Q 1 m Q _O z w U Hz z N O � CL 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 = IOBMPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. CM19 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRIREN CONSENT FROM LENNAR CORPORATION. 02019 - 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 UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02 11 19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION 00. 1,03 / 9j ] 19 C_ .; y, fy 6�•vi yiJ u-) 0 r� 0 _J m Z J 0 Lu Q = U Lu 3:QINNNa 2 N=10w 00Lu M W00W � Z Q - Ll; = LJj LL C Lu O O SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 O 00 00 LO