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REFER TO UNDERLAYMENT TABLE ON SHEET SNI FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: -- — --A — — ------ — — PRE-ENGINEERED (2)LAYERSFOR2:12 <SLOPE <4:12 r111 If— — — — ❑ n r (1) LAYER FOR SLOPE >_ 4:12 I VENT OR 2ND FLOOR SOLID AREAS ARE u SOLID AREAS ARE ItYP.) SEE ELEV. -ENGINEERED WOOD TRUSSES 6 24'O.C. �� VERTICAL JAM STEEL AND GROUT ❑ STEEL AND GROUT 1/2' MINIMUM CEMENT FINATYPICAL CM.U. WALL 5/8'DIA. x 8' J-BOLTS AT 6-3/4% 41-3/4',11', AND 96-3/8' ABOVE ❑ ❑ UPLIFT CONNECTOR (SEE SCHEDULE) GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED GELLS (2,000 INTERIOR SAW CUT TO 10 1/2' SAW CUT TO 10 1/2' FULL Sx8x16 BLOCK DOUBLE 2x4 S.P.F. TOP PLATE STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOTWALL i/S' STUCCO FINISH PER ASTM C.926 APPLY 3 LAYERS THREADED 3'DIA EXT3/4' FURRING SCRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. ❑ W/ TOTAL THICKNE55/8' OVER METAL LATH. FIRST Z 1/2' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. DOOR OPENING DOOR OPENING DOOR OPENING—�_ LAYERS 3/8' THICK EACH. 3RD LAYER 1/8' THICK (SEE SCREW OFF GAP (3' DIA.) W/ DRYWALL WALL NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) ` SCREWS a 8' O.G. OR FOR CLEAN -OUT 4d DRYWALL NAILS EXTERIOR ❑ ❑ CRICKET AS DOOR STOP WALL REQUIRED a e Q a MOLDING ❑ ❑ ❑ USP 5PT24 e EA. STUD MIN. EXTENSION FROM EXTERIOR GARAGE — ❑ — — — — — — ❑ — — 1/2' EXTERIOR GRADE FACE OF BLOCK WALL IS 1 1/2' DOOR — — u — — SHEATHING FASTENED TO MAXIMUM EXTENSION FROM 1ST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH 8d COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2x6 P.T. MASON t0 LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED t0 THE NAILS a 4' O.C. BOUNDARIES, 6' BLOCKING (TYP.) IS 2 1/4' O.G. EDGES 4 8' O.G. FIELD COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS a 16' O.C. WALL GLEAN —OUT ,4 (2) 2x4 Pt STUDS UNDER HIP -_- GARRIER/GIRDER TRUSS SCALE: N.T.S. S DOOR TRACK SCALE: N.T.S. w/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 '9 EA. STUD MAIN SPAN REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER UPLIFT CONNECTOR ��IG,4L. SECT 101\l ��fi�U LUINDOI�J T`'PIGAL G,4RAGE DOOR BUCK {� 8'X5'X16' KO. BLOCK w/ (1) 05 (SEE SCHEDULE) SCALE: N.T.S. CONT. AND FILLED W/ GROUT 5 (1) 05 VERT. IN CONIC. FILLED CELL S� W/ STD. 1300 HOOK IN KO. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNl ALT. KNEEWALL 45OVE M,45ONRr WALL DETAIL E FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: SCALE: N.T.S. 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR C 4 (1) LAYER FOR SLOPE >_ 4:12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2) 16d TOE (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES 24' O.G. BLOCK W/ (1) "5 FOR CONCRETE PLACEMENT -7 NAILS e EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. *2 TOP PLATE 2x S.P.F. STUDS e 16' O.G. CRICKET AS REQUIRED USP 5PT24 e EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH Sd COMMON BLOCKING (TYP.) WIRE NAILS s 4' O.G. BOUNDARIES, W O.G. EDGES 4 8' O.G. FIELD EAM W1 (1) 05 CONT. IN OPENINGSI_!!■■ GREATER 0• ON - OPENING : - .-LOCATION' �19I1 II�I� ■■III_LINTEL �lill lill� ■■III III■■ �Ilil I�lI� ■III III■■ �IIII IIII� 2'x BUILT-UP COLUMN Lu DOUBLE 2x TOP TOP SPLICE PLATE ° °° ° I6-10d NAILS 2 ROWS 10d a 3' O.C. (14 NAILS TOTAL) °°°° 2x TOP PLATE—/� V2 NAILS e 24' O,C, OR 2�„ ,y ° o , ° ° EQUAL TO TRUSS BOTTOM 2x CRIPPLES a 16' O.C. >» 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING %N _ _ = W/ MIN. 8' EMBEDMENT 2x STUD s 24' �G lod 8' O.C. O.G. MAX. 2x BLOCKING 9 EACH END W/ 10d/ST �NCF PROVIDE PAP. NAILS OR e 4' O.G. FROM EACH HEADER 2x P.T. PLACE EQUAL 9 12' O.C. FACE TO BLOCKING Yo SEE A/53 FOR STAGGERED FROM BOT. PLATE TO CONCRETE (2) 2x HEADER PER PLAN NOTE: 0 UPLIFT= 31810*SYP 02) 3105 (SPF) REINF, INFO. PLATE LENGTHS MUST BE 2x BOTTOM PLATE W/ (1) 10d a 8' 4. VARIES O.G. TO EACH HEADER FACE AT LEAST 6-0' LONG. (TYP.) BOTTOM SPLICE % IFFN _ NOTES: T�'PICAL INTERIOR NON- OVER STUD --- 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. �E,4RINC� �,000D FRAME �.U,�LL 2 x � Clul IN.) FR,41„« USP NTT1� 1�1 USP 5PT22 9 EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J u%AL i--i,�1D R D �,4 I L TOj= �L,L�T �j�'L I C D T,d, I L M SCALE: NITS PORT a EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. SCALE: N.T.S. S� 2x P.T. PLATE O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED S� SCALE: N.T.S. S F= 2240 LBS S NOTE: EPDXY TO BE 51MP50N 5/8' x 10' 'J' BOLT a 24' O.G. MAX ROOF TRUSS PROPERLY. SET-XP OR EQUN/ALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 8'X6'XI&' K.O. BLOCK W/ (1) 05 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT USP USP C CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) *5 VERT. IN GONG. FILLED CELL T`l'i=IC>4L FILLED LINTEL 455EM5L"r G W/ STD. W* HOOK IN KO. BLOCK KNEE WALL ABOVE MA50NRY WALL DETAIL � SCALE: N.T.S. SJ.4 SCALE: N.T.S. S HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 WALL STRAPS JACKS STUDS JACKS STUDS SIZE (UNO.ON PLAN) EA END EA END EA END EA END 1' - 4' (1) (2) lU (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' 1 (3) 1 (3) 1 (2) 1 (3) 1 (2) USP LSTA30 IF USP SPT4 SPT24 USP SPT4 5PT24 USP SPT4 ROOF TRUSS ABOVE 2x STUDS a 24' O.C. 2x TOP PLATE 2x BLOCKING OVERLAPPING �_.�� \\ 5/8'x10' 'J' BOLT 24' O.C. MAX. MIN. (2) PER BOTTOM PLATE 2x P.T. \ \\ \ \ \\ \ TRANSOM FRAMING \ NTTOED TRANSOM FRAMING (2)16d TOE NAILS lod NAILS e 6 O.C. EA. BLOCKING STAGGERED FORM CONCRETE INSET TO SECTION PLATE SEE SE2x8 WALL ABOVE CTION AL DETAILAA/SI \ WIDTH OF OPENING VARIES 4" CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND BB/Sl FOR ENTRY 1/2'X9 I/2' PLYWOOD WALL ABOVE. ADDITIONS SEE FLOOR PLAN NOTES USP 5PT22 KO. BLOCK W/ SCRAP R FOR REQUIRED USP SPT4 J-BOLTS a 24' OC. (1) 05 CONT. 4 FILLED Q CONNECTION USP SPT4 USP SPT4 MAX LLJ ST�l/j�0 (2) ROWS 12d NAILS STAGGERED LINTEL S 5/8'X10' J-BOLTS o fi�`A� O(/j e 12' O.G. EACH FACE OR I I 2x P.T. PLATE is 2'-0' O.C. �1N (3) ROWS 12d NAILS STAGGERED ° • FORM CREATES CONCRETE RECESS TO e 12' O.C.FOR 2xi0 OR GREATER v ° ' ° � MOUNTING BASE NOT '. MASONRY WALL MOUNTING BASE SHOWN IN HEADER SHOWN FOR CLARITY 2x4 INOM.) RECEIVE GARAGE DOOR AND TO ALLOW 2X8 P.T. BOTTOM PLATE SEE DETAIL BELOW POSITION FOR WATER SHED.I I (�) 2x CRIPPLES e i EAT FOR BLOCK IS POURED 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.G. W/ (2) 12d IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'x10' 'J' BOLT a 24' O.C. MAX. GARAGE FLOOR SLAB �Sx8x16 C.M.U. USP G (MIN. (2) PER BOTTOM PLATE) C TROWEL FINISH SEE (2) 2x HEADER (SEE PLAN) USP 5PT4 5PT2USP SPT4 GENERAL NOTES (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END 1 INTERIOR HEADER 4 FOR E loci NAILS FORWARD C PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1) 2x SILL PLATE W/ loci NAILS a 4' O.C. e 6' O.C. GARAGE FLOOR loci NAILS e (2)12d TOENAILS. STAGGERED A ; — GARAGE ENTR"r F-ORM DETAIL 8' O.G. TYP. BOX EXTERIOR HEADERS — — _ STAGGERED \\ HEADER (1) 2x SILL PLATE W/ __AA TRANSOM FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY (2) l2d TOENAILS. OPENING ° ° BEYOND. i N TABLE ABOVE) LARGER THAN 4 FT. (2) 2x �\ \ NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \ TRANSOM \ FRAMING= --- -i —_ PLYWOOD MOUNTING BASE DETAIL e EA. SIDE TRANSOM FRAMING \\\� PLYWOOD FASTENED TO TRUSSES ° SHEATHING SCALE: N.T.S. \\ GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/Sl AND \ W/ 8d COMMON WIRE NAILS a 4' O.C. 5� SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS ISEE TABLE BB/SI FOR ADDITIONAL BOUNDARIES, (W O.C. EDGES AND B DIMENSIONS DIRECTION OF GARAGE ABOVE) DETAILS 8' O.C. FIELD izo DOOR TRAVEL USP HTTl6 TYP. U.N.O. \i USP PLYWOOD GARAGE ENTRAP F-IN15HED MASONRY DETAIL SEE N/54 SPT2z o SHEATHING SCALE: N.T.S. CJ N/,y� P.t. BOT. PLATE RECESS /_USP USP W BELOW 5/8'X10' J-BOLTS a 24' O.G. LINTEL / SPT4 MAX, (MIN. (2) PER BOTTOM PLATE) HOLD DOWN CONNECTIONS / SPT4 NOT REQUIRED a BEARING ° ALTERNATE: WALLS WITHOUT UPLIFT A. ° . a.. 5/8' DIA ATR EPDXIED POURED CONCRETE BASE FOR. BOTTOM OF MOUNTING B E ° ' ° MIN. 6' INTO BOND BEAM BLOCK WALL. RECESSED TO BE 2' ABOVE FINISHED 2X8 P.T. BOTTOM a 24' O.C. SPACE FOR GARAGE DOOR GARAGE FLOOR WALL HEADER DETAIL Q � PLATE al�iS ��atRINSHED FORWARD SCALE: N.T.S. 5� FRAMING DET,4ILS T4k�30VE ENTRY R PARTIAL INTERIOR ELEVATION 5/8'x10' 'J' BOLTS e 24' O.C. MAX. SCALE: N.T.S. cad, SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) a3 ,..aa :::..... DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 i o 0 N z "' MMD z M aWU ^ Ln z H F- W W3 J O o �o U L ) Lu Lu W : ci = c) J 0 1 m Q O C0 Q m w � z z <z 00 v) O � 12 V) Z) 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 = I08MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ©2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARETHE 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-Np. 1.03 / 021cT,1_9. 4 - 4i is c®o co w O m z 0 Lu Q Lu = U W 0 zN 3 F Q N = N v) W wy_F�a W � i w 0 a W ❑ ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4