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REFER TO UNDERLAYMENT TABLE ON SHEET SNI FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: -- — -- — — ------ — 12 (2) LAYERS FOR 2.12 <SLOPE <4:12 — — — (TYPJ SEE ELEV. (1) LAYER FOR SLOPE >_ 4:12 ��VENt OR NDFLOOR VERTICAL JAM SOLID AREAS ARE ❑ u SOLID AREAS ARE —� PRE-ENGINEERED WOOD TRUSSES * 24' O.C. 1/2' MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 5/8'DIA. x 6' J-BOLTS AT 6-3/4', 41-3/4',11', AND 56-3/8' ABOVE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT UPLIFT CONNECTOR (SEE SCHEDULE) GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2000 DOUBLE 2x4 S.PF. TOP PLATE STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR ❑ SAW CUT TO 10 I/2 SAW GUT r0 10 1/2 ❑ FULL Sx8x16 BLOCK ` 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. WALL 7/8' 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 DOOR OPENING DOOR OPENING BEEN DOOR OPENING—� LAYERS 3/8' THICK EACH. 3RD LAYER 1/8' THICK (SEE SCREW OFF CAP (3' DIA.) W/ DRYWALL WALL NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO) FOR CLEAN -OUT SCREWS * 8' O.C. OR a. ❑ CRICKET AS 4d DRYWALL NAILS a DOOR SLOP EXTERIOR ❑ REQUIRED a 4 ° a A a MOLDING WALL ❑ ❑ ❑ USP 6PT24 * EA. STUD — — — _ MIN EXTENSION FROM EXTERIOR GARAGE 1/2' EXTERIOR GRADE DOOR — — ❑ FACE OF BLOCK WALL IS 1 I/1' — — — — — — — — — — — — — — � SHEATHING FASTENED r0 MAXIMUM EXTENSION FROM 2x6 P.T. 1ST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH 8d COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN MASON TO LAY BLOCK AS SHOWNABOVE. EVERY COARSE MUST BE BONDED r0 THE NAILS * 4' O.C. BOUNDARIES, 6' BLOCKING (TYP-) 2 1/4' COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE O.C. EDGES 4 8' D.G. FIELD WOVEN INTO THE MAIN FRONT TO REAR WALL AS SH0111N1. 2x4 PT STUDS * 16' O.C. WALL CLE,4N-OUT ,G� M,45ONFY LAYOUT D CARRIER/GIRDERTTRRIE.SRSHIP SCALE: N.T.S. U54 DOOR TRACK A -- _ W/MOUNTI ANGLE SCALE: N.TS.�j NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 * EA. STUD REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MAIN SPAN MOISTURE BARRIER ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER UPLIFT CONNECTOR TYPICAL GARAGE DOOR BUCK K 8'X8'XI6' K.O. BLOCK W/ (1) S (SEE SCHEDULE) CONT. AND FILLED W/ GROUT TYPICAL SECTION T�IRU UJ DO � SCALE: N.T.S.5� (1) 05 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNl ALT. KNEEWALL ABOVE MA50NRY WALL DETAIL � FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: SCALE: N.T.S. 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR L4� (1) LAYER FOR SLOPE > 4:12 KNOCKOUT NOTCH LINTEL WHERE REQUIRED 7 2x4 BLOCKING W/ (2) lbd TOE ITYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES * 24' O.G. BLOCK W/ (U 5 FOR CONCRETE PLACEMENT NAILS *EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 $FF. 01 TOP PLATE 2x S.F.F. STUDS * 16' O.G. CRICKET AS REQUIRED USP SPT24 * EA STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYP.) WIRE NAILS * 4' O.C. BOUNDARIES, 6' O.C. EDGES 4 8' O.C. FIELD WEI 11111 17-1-- 1 LINTEL BEAM .- - .. „ .. - . _ . - . .-LOCATIONA fm"Im �19I1 Illl III�I� ��III III plow �IIII �IlI 11111 �IIII IIII�� 2'x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE PLATE °e° 18-10d NAILS 2 ROM10d * 3' O.G. (14 NAILS TOTAL) 2x TOP PLATE V2-16d NAILS * 24' O.C. OR EQUAL TO TRUSS BOTTOM 2x CRIPPLES * 16'O.C. / °° S/8'DIA X IV EPDXIED ATR CHORD OR BLOCKING �MjN W/ MIN. 8' EMBEDMENT 2x STUD 9 24' �G � 0d * 8' O.C. O.G. MAX. 1x BLOCKING * EACH END W/ 10d/ST gNcF PROVIDE PAP. NAILS OR * 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL * 12" O.C. FACE TO BLOCKING 17? SEE A/63 FOR STAGGERED FROM BON. PLATE t0 CONCRETE (2) 2x HEADER PER PLAN NOTE. 0 UPLIFT= 331810 105(S�4l) • REIN. INFO. PLATE * 8' PLATE LENGTHS MUST BE a 4 8 VARIES O.C.BOTTOM E FACE O.t0 EACH HEADER FACE AT LEAST 8'-0' LONG. (TYP.) BOTTOM SPLICE :;� , °•_`` r: NOTES_ TYPICAL INTERIOR NON— 2 x C1�IIN.� R,4r'I OVERSTUI) O NOTE: FILL INTEL AND ALL CELLS FOR BEAM DEPT14 > 22�PROVIDE VE L4'x4' INSPECTION BEARING WOOD FRAME WALL � WALL � EADER DET,4IL j TOP PLATE 5PL ICE DETAIL 1"I USP HTT16 rN USP SPP22 * EA STUD PORT * EACH VERTICAL MBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: KT.S. SCALE: N.T.S. SCALE: NTS 64 2x P.T. PLATE Q2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED 5� SCALE. NTa• S� F= 2240 LBS S� NOTE: EPDXY TO R3E 51MP50N 5/8' x 10' 'J' BOLT * 24' O.G. MAX ROOF TRUSS PROPERLY. 5ET-XP OR EGUI\/ALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® SEE FLOOR PLAN FOR ADDITIONAL INFORMATION USP USP 8'X8'XI&' KO. BLOCK W/ ('5 MOISTURE BARRIER OPENINGS LESS THAN OR EQUAL TO -0' IN WIDTH DO NOT U® 61 C CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. W/ STD.D. 90' HOOKK IN KO. BLOCK (1) +5 IN COFILLED CELL TYPICAL FILLED LINTEL ASSEMBLY rG KNEE LJALL ABOVE MASONRY LALL DETAIL SCALE: Nts. S SCALE: N.T.S. 64 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 11 - 4' (1) (2) (1) (2) (U USP LSTA30 41 - 91 (2) 1 (3) (2) 1 (2) (1) USP L5TA30 V -16' (3) 1 (3) (2) 1 (3) (2) USP LSTA30 USP SPT4 SPT24 USP SPT4 6FT24 USP SPT4 ROOF TRUSS ABOVE 2x TOP PLATE 2x BLOCKING 2x STUDS * 24' O.C. X- \ \ OVERLAPPING \\\,\\ If A ra 5/8'x10' 'J' BOLT\\ \ INTOED * 24' O.G. MAX. \� \ (2) lbd TOE NAILS 10d NAILS * 6 O.G. EA BLOCKING TRANSOM MIN. (2) PER � TRANSOM FRAMING \� BOTTOM PLATE FRAMING 2x P.T. \ \ STAGGERED WIDTH OF OPENING VARIES FORM CONCRETE INSET TO CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) SECTION PLATE SEE SECTION AA/SI � AND BB/Sl FOR 1x8 WALL ABOVE WALL ABOVE. 1/2'X9 I/2' PLYWOOD ADDITIONAL DETAILS �` , - — ---A ENTRY SCRAP MATERIAL SEE FLOOR PLAN NOTES USP SPT22 LOCK W1 a FOR REQUIRED CONNECTION USP SPT4 USP SPT4 US' SPT4 J-BOLTS * 24' O:C. (1 0BCON .t 4 FILLED RECESS MAX -- W?lgr�, (2) ROWS 11d NAILS STAGGERED LINTEL 5/81X10' J-BOLTS * 12' O.G. EACH FACE OR (3) ROWS 12d NAILS STAGGERED 1x P.t. PLATE * 2'-0' O.C. MOUNTING BASE NOT SHOWN FOR CLARITY MOUNTING BASE SHOWN IN FORM CREATES CONCRETE RECESS TO 2x4 (NOM J RECEIVE GARAGE DOOR AND TO ALLOW * 12' O.C. FOR 2x10 OR GREATER HEADER , 2X8 P.T. BOTTOM PLATE MASONRY WALL G SEE DETAIL BELOW POSITION FOR WATER SHED. 2x CRIPPLES * 0IEAT FOR BLOCK 18 POURED + x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.C. W/ (2)11d IN PLACE CONCRETE r0 ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'xl0' 'J' BOLT * 24' O.C. MAX GARAGE FLL ffl SLAB �8x8x16 CM U. l2) 2x HEADER l SEE PLAN) USP SPT4 C � (MIN. (2) PER BOTTOM PLATE) USP SPT4 C GENERAL NO S / (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FOR" I• ANY 1 SPT24 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/ 10d NAILS * 4' O.C. FOR DRAINAGE GARAGE FLOOR 10d NAILS * (2)12d TOENAILS. STAGGERED A loci6' O c. STAGGERED . GARAGE ENTRY FORM DETAIL 8' O.C. TYP. BOX EXTERIOR HEADERS — _— ~ �`� � HEADER (l) 2x SILL PLATE W/ � �\ � FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING �\\\ \ c c BEYOND. GARAGE DOOR TRACK MOUNTING BRACKET TABLE ABOVE) LARGER THAN 4 FT. (2) 2x SILL PLATE W/ MP3 CLIPS \\ \ \\ \\ NAILED INTON O MOUNTING BASE DETAIL FRAM PLYWOOD SCALE: N.T.S. * EA. SIDE TRANSOM FRAMING �� PLYWOOD FASTENED TO TRUSSES c E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/Sl AND \ W/ 8d COMMON WIRE NAILS * 4' O.C. $4 SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE TABLE BB/SI FOR ADDITIONAL �\ BOUNDARIES, 6' O.G. EDGES AND B DIMENSIONS � DIRECTION OF GARAGE ABOVE) DETAILS 8, O.G. FIELD DOOR TRAVEL — _ USP HTTI& TYP. U.N.O. � USP GARAGE ENTRY FINISHED MASONRY DETAIL j� o�Qq�,� SEE N/64 SPT22 s�HEat�ir� SCALE: N.T.S. cJ� �N/ P.t. BON. PLATE R�GESS P MASONRY WALL SLOW 5/6'X10" J-BOLTS * 24' O.G. I LINTEL SPT4 MAX. (MIN. (2) PER BOTTOM PLATE) `�' • HOLD DOWN CONNECTIONS SPT4 . ' - NOT REQUIRED * BEARING WALLS WITHOUT UPLIFT • , 4. • ALTERNATE: 5/8' DIA ATR EPDXIED POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B t0 BE 2' ABOVE FINISHED . ' 2X8 P.T. BOTTOM MIN. 6' INTO BOND BEAM * 24' O.C. BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR GARAGE FLOOR WALL HEADER DETAIL Q PLATE TH15 DRAWAND WATEING.ED FORWARD SCALE: N.T.S. 54 D FRAMING DETAILS ABOVE ENTRY (� PARTIAL INTERIOR ELEVATION 5/81xl0' 'J' BOLTS * 24' O.C. MAX SCALE: N.T.S. rJ�, (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. DANSCO ENGINEERING, LLLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 o N z O= No z o�M^ LA Q ' a �^ 2: m . zH W z J mill U W W LU W c _ cU J a0 V W Q O a° Q m � w Z U Qz z co O � CL cn TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vold = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=t0.18) WIND ZONE THLS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 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 WRITTEN 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 VERSIQ NO.-3.0& Ftf2!1)_.19 + fJ IT-" � 4 R� (V an c� O uJ se co 'J z O w = U W >_ 3 H �v oc�i ;c� uj J04 }C O W O * Lu* Lu Z LLl = Ld ^LLu Q naL W ❑ ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 LO O C0 CD 00 LO