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REFER TO UNDERLAYMENT TABLE ON SHEET SNl 5/8° g° FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: - - - - - - 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 I�� VENT FLOOR❑ (TYP.) SEE ELEV. (1) LAYER FOR SLOPE > 4:12 O 2N VERTICAL JAM SO I AREAS ARE SOLID EA PRE-ENGINEEREDAREWOOD TRUSS S° 24 O.C. 5/VDIA. x 8' J-BOLTS AT 6-3/4', 41-3/4',11', AND 96-3/S' ABOVE STEEL AND GROUT ❑ 11 STEEL AND GROUT UPLIFT CONNECTOR (SEE SCHEDULE) 1/2' MINIMUM CEMENT FINISH TYPICAL CMU. WALL GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 INTERIOR ❑ SAW GUT TO 10 1/2' SAW GUT TO 10 1/2' FULL Sx8x16 BLOCK DOUBLE 2x4 S.Pf. TOP PLATE STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT WALL ❑ ❑/S' STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS THREADED 3' DIA. EXTENSION 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. ❑ W/ TOTAL THICKNESS/8' OVER METAL LATH. FIRST 2 I/2' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. DOOR OPENING DOOR OPENING POOR OPENING-� LAYERS 3/8' THICK EACH. 3RD LAYER 1/8' THICK (SEE W/ DRYWALL NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) SCREW OFF CAP (3' DIA.) SCREWS 8' O.G. OR _ WALL ❑ ❑ ❑ CRICKET AS FOR GLEAN -OUT 4d DRYWALL NAILS a EXTERIOR ❑ a ' DOOR STOP WALL REQUIRED a A MOLDING ❑ ❑ ❑ USP SPT24 g EA. STUD MIN. EXTENSION FROM EXTERIOR GARAGE 1/2' EXTERIOR GRADE DOOR - - � - - - - - - - - ❑ - - - - - - - - - SHEATHING FASTENED TO FACE OF BLOC WALL IS 1 1/2 MAXIMUM EXTENSION FROM 1ST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH Sd COMMON WIRE EXTERIOR FACE OF BLOCK WALL To DRAIN 2x6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS a 4' O.C. BOUNDARIES, 6' BLOCKING (TYP) IS 2 1/4' o O.C. EDGES 4 8' O.C. FIELD COARSE BELOW. EVERY THIRD (3RD) COARSE THE II' DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS e 16' O.C. UJ,4LL CLEAN-CUT ,� M,450NR-1' L.A�OUT D CAi RIER/GIRDER TRUSSHlP SCALE: N.T.S. CJ�„ DOOR CRACK W/MOUNTING ANGLE SCALE: N.T.S. S� USP WTA20 ° EA. STUD NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR MAIN SPAN REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER UPLIFT CONNECTOR T�I'PIC,4L SECT ION �'�-IRIS I,UINDOI,U TYPICAL GARAGE DOOR SLICK K 8'X8'XI&' KO. BLOCK W/ (1) 05 (SEE SCHEDULE) SCALE: N.T.S. CONT. AND FILLED W/ GROUT S� (U 05 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN KO. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNl ALT. KNEEWALL A50VE MA50NRY WALL DETAIL E FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 SCALE: N.T.S.Cj (l) LAYER FOR SLOPE >_ 4:12 KNOCK -OUT TRUSS BOTTOM CHORD OR (TYP) SEE ELEV. BLOCK W/ "5 NOTCH LINTEL WHERE REQUIRED -7 2x4 BLOCKING W/ (2) 16d TOE PRE-ENGINEERED WOOD TRUSSES g 24' O.C.7 FOR CONCRETE PLACEMENT NAILS 9 EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. *2 TOP PLATE 2x S.P.F. STUDS 9 16' O.G. CRICKET AS REQUIRED USP SPT24 ° EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH Sd COMMON BLOCKING (TYP.) WIRE NAILS ,@ 4' O.G. BOUNDARIES, 6' O.G. EDGES 4 8' O.C. FIELD :. OPENINGS GREATER THAN . „ D. ON - OPENING VERTICAL. - •.-LOCATION��■■ �IIII I_III� ■■IIILINTEL III■■ �IIEI lll� ■■III lil■■ �Ilil I�II� ■■III III ■■i�i III■■ �IIII IIII� 2 x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE �• u PLATE °°°° 18-10d NAILS 2 ROWS 10d 3' O.G. 114 NAILS TOTAL) 2x TOP PLATE ° °° ° , ° 2-16d NAILS a 24' O.C. OR 2 ,yjj ° ° ° ° EQUAL TO TRUSS BOTTOM 2x CRIPPLES m 16' O.C. j» N 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING r4No W/ MIN. &' EMBEDMENT �C lod ° 8' O.C. O.C.MAX.. STUD 24 O. 2x BLOCKING 9 EACH END W/ 10d �jST qN�F PROVIDE PAP. NAILS OR m 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL m 12' O.G. FACE TO BLOCKING Y,o STAGGERED FROM SOT. SEE A/53 FOR (2) 2x HEADER PER PLAN NOTE: o UPLIFT= 31810 (SYP 02) r 3105 (SPF) PLATE TO CONCRETE REINF. INFO. PLATE LENGTHS MUST BE ` a . o VARIES 2x BOTTOM PLATE W/ (1) 10d �' S' O.G. TO EACH HEADER FACE AT LEAST V -0' LONG. (TYP.) a a BOTTOM SPLICE NOTES: TYPICAL INTERIOR NON- OVER STUD 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. 2 X �O (MIN.) FR,4M USP HTTI( N NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION BEARING I,000D FRAME WALL J LUALL HE,4DE:R DET,41L. j TOP PLATE SPL ICE DETAIL M USP SPt22 ° EA. STUD SCALE:NT$ 2x P.T. PLATE PORT . EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. S SCALE: N.T.S. S SCALE: N.T.S. 64 S4 O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED F= 2240 LBS NOTE: EPDXY TO BE SIMP50N 5/61 x 10' 'J' BOLT s 24' O.C. MAX ROOF TRUSS PROPERLY. SET-XP OR EQUI\/ALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 8'XS'X16' KO. BLOCK W/ (1)'IS MOISTURE BARRIER (4) OPENINGS LESS THAN OR EQUAL TO 6'-C' IN WIDTH DO NOT USP USP C CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) 05 VERT. IN CONC. FILLED CELL TYPICAL FILLED LINTEL ASSEMBLY C W/ STD. 90' HOOK IN KO, BLOCK KNEE WALL ABOVE MASONRY WALL DETA�IL scALE: N.T.s. S� 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 (UN.O.ON PLAN) EA END EA END EA END EA END 1' - 4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP L5TA30 9' -16' (3) (3) (2) 1 (3) (2) USP LSTA30 USP SPT4 SPT24 USP SPT4 5PT24 USP SPT4 ROOF TRUSS ABOVE 2x TOP PLATE 2x BLOCKING �Z �� \ \ \ \\\ \ \ \\ TRANSOM FRAMING \ \ NOOEDfa TRANSOM FRAMING 2x STUDS m 24' O.G. -0. 5/8'AO' 'J' BOLT ° 24' O.G. MAX. MIN. (2) PER BOTTOM PLATE 2x P.T. OVERLAPPING z (2) ibd TOE NAILS 10d NAILS ®6 O.C. STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES ° FORM CONCRETE INSET TO CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) SECTION PLATE SEE SECTION AA/Sl AND BB/Sl FOR & TLL 1/2'X9 1/2' PLYWOOD WALL ABOVE. ADDITIONAL DETAILS �` ENTRY SCRAP MATERIAL SEE FLOOR PLAN NOTES 1 USP 5PT22 Q FOR REQUIRED CONNECTION USP SPT4 USP SPT4 USP SPT4 J-BOLTS ° 24' O.G. (1 5BG00 T. 4 FILLED (2) ROWS 12d NAILS STAGGERED RECESS MAX LLJsT D 6 12' O.C. EACH FACE OR LINTEL 5/8'X10' J-BOLTS 2x P.T. PLATE ®2'-0' O.C. (3) ROWS 126 NAILS STAGGERED ° MOUNTING BASE NOT SHOWN FOR CLARITY MOUNTING BASE SHOWN IN FORK( CREATES CONCRETE RECESS TO 2x4 (NOM) RECEIVE GARAGE DOOR AND TO ALLOW � 12' O.G. FOR 2x10 OR GREATER HEADER a' ° ' 4 a . 2X8 P.T. BOTTOM PLATE MASONRY WALL C SEE DETAIL BELOW POSITION FOR WATER SHED. 2x CRIPPLES ° -Z \ I EAT FOR BLOCK IS POURED 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.C. W/ (2) 12d IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'xlO' 'J' BOLT ° 24' O.C. MAX. GARAGE FLOOR SLAB Sx8xl6 C.M.U. (2) 2x HEADER (SEE PLAN) USP C (MIN. (2) PER BOTTOM PLATE) C TRO L FIN15HRAL SEJ (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 USP SPT4 SPT24 USP 5PT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END INTERIOR HEADER SLLOOPDE FORWARDAGE PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1)2x SILL PLATE W/ 10d NAILS o 4' O.G. 10d NAILS ° l2)12d TOENAILS. _ STAGGERED A 10d NAILS 6' O.C. ..:— GARAGE FLOOR GARAGE ENTRY FORM DETAIL 8' O.C. TYP. BOX EXTERIOR HEADERS - --=-� '�� STAGGERED HEADER (U 2x SILL PLATE W/ \ \ TRANSOM FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING �� \ ° ° BEYOND. —y TABLE ABOVE) LARGER THAN 4 FT. (2) 2x \\ \ \ NAILED INTO TRANSOM MOUNTINCx BASE DETAIL GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \ FRAMING PLYWOOD ° SCALE: N.T.S. w.g EA. SIDE TRANSOM FRAMING\j� \\ \ PLYWOOD FASTENED t0 TRUSSES o E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/Sl AND �\ \ W/ Sd COMMON WIRE NAILS ° 4' O.C. S� Ae SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE TABLE BB/SI FOR ADDITIONAL \\ BOUNDARIES, 6' O.G. EDGES AND DIMENSIONS DIRECTION OF GARAGE ABOVE) DETAILS �\ 8' O.G. FIELDzo DOOR TRAVEL .................... USP HTT16 TYP. U.N.O. t USP PLYWOOD GARAGE ENTRY RNIS�--IED MASONRY DETAIL j= 00 � SEE N/84 SPt22 SHEATHING SCALE: N.T.S. S o AWN/,,✓ P.T. SOT. PLATE RECESS P o MMA50NRY.OW 5/8'XI0' J-BOLTS a� 24, O.C. I` LINTEL SPT4 USP MAX. (MIN. (2) PER BOTTOM PLATE) HOLD DOWN CONNECTIONS SPT4 ALTERNATE: g ,.. ° NOT REQUIRED a BEARING WALLS WITHOUT UPLIFT e A. v ° • aa' 5/8' DIA. ATR EPDXIED BOTTOM OF MOUNTING B E POURED CONCRETE BASE FOR TO BE 2' ABOVE FINISHED e . 2X8 P.T. BOTTOM MIN 6' INTO BOND BEAM o 24 O.C. BLOCK WALL. RECESSED GARAGE FLOOR SPACE FOR GAR RAGE POO WALL HEADER DETAIL Q PLATE THIS DRAWING.SHED FORWARD SCALE: N.T.S. 4 FRAMING DET,4ILS ,4BOVE ENTRY R PARTIAL INTERIOR ELEVATION 5/8'AO' 'J' BOLTS 9 24' O.C. MAX. SCALE: N.T.s, S� (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o CD N zW 0Lnr-, 0 zM Q�� aWL^ z la—°'ach o - tLu W w J 0 o �o �r U Lu W Lij L1J CL V = O0 V) J Q m Q O °° Q � m u z LUu Q ZZ � V) 0 � 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=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE If IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LEN NAR 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 NO. 1.03 / 02.11.19 Cm e� Ln 0:: Cl- O Z 0 Q W = U W C� � >_ 3 c— W Lu =1 00 W �)* * w Z QW =W ^IW O ❑ ❑ W SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 O CD 1 Ob LO r—