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REFER TO UNDERLAYMENT TABLE ON 12 SHEET SNI FOR UNDERLAYMENT REQUIREMENTS PRE-ENGINEERED WOOD TRUSSES 10 24' O.G. ��VENT OR 2ND FLOOR VERTICAL JAM ❑ SOLID AREAS ARE ❑ — — — — — — — u 50LID AREAS ARE (TYPJ 15EE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) ❑ I/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 9STEEL AND GROUT STEEL AND GROUT6-3/8' ABOVE ❑ ❑ DOUBLE 2x4 S.P. TOP PLATE GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 W CUT 0 1/2' SAW CUT TO 10 1/2' �'` 1/8' STUCCO FINISH ASTM C. 926 APPLY 3 5A TO 1 FULL Sx8xl6 BLOCK PER PPL STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR a 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. WALL ❑ ❑ ❑ LAYERS W/ TOTAL THICKNESS 1/8' OVER METAL THREADED 3' DIA. EXTENSION LATH. FIRST 2 LAYERS 3/8' THICK EACH. 3RD 1/2' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. CL DOOR OPENING *_DOOR OPENING— DOOR OPENING--� LAYER I/8' THICK (SEE NOTES IN SECTION 4A SHEET SN FOR ADDITIONAL INFO.) SCREW OFF CAP l3' pIAJ W/ DRYWALL L- SCREWS 6 8' O.C. OR WALL FOR GLEAN -OUT o 4d DRYWALL NAILS EXTERIOR ❑ ❑ F111 CRICKET AS a . DOOR STOP WALL a REQUIRED A a MOLDING ❑ ❑ ❑ U5P 5PT24 EA. STUD o GARAGE MIN. EXTEN510N FROM EXTERIOR ❑ — — — — —M11 — — — ❑ I/2' EXTERIOR GRADE FACE OF BLOCK WALL IS 1 1/2' DOOR — — — — — — — — — — SHEATHING FASTENED TO MAXIMUM EXTENSION FROM 16T 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 e 4' O.G. BOUNDARIES, 6' BLOCKING (TYP.) I5 2 I/4' D.C. EDGES 8' D.C. 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 -8 16' O(2) 2x4 FT 5TUDS .C. WALL CLEAN -OUT ,� �,45ONfR��T- L.,4CU T GARRIER/GIRDERTRUSSHIP - SCALE:- N.T.S.N.t.S. S.4 DOOR TRACK SCALE: N.T.S. �.4 W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HtA20 e 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 Ti'� ICAL ��CT ION ��Rl� uJINDouJ T�rFICAL �ARAGE DooR 5ucx {� 8'XS'x16' K.D. BLOCK W/ Ill � (SEE SCHEDULE) SCALE: N.T.S. 54 GONT. AND FILLED W/ GROUT (1) *5 VERT. IN GONG. FILLED CELL W/ STD. 9O° HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON ALT. KNEEUJALL AE30VE MA50NR*' WALL DETAIL rE SHEET SNI FOR UNDERLAYMENT REQUIREMENTS SCALE: N.T.S. �4 12 TRUSS BOTTOM CHORD OR PRE-ENGINEERED WOOD TRUSSES G 24' O.C. KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2) 16d TOE (TYP) SEE ELEV. BLOCK W/ (U5 FOR CONCRETE PLACEMENT UPLIFT CONNECTpR ISEE SCHEDULE) NAILS � EACH END , DOUBLE 2x4 SPF. *2 TOP PLATE 2x S.PF. STUDS a 16' O.G. CRICKET AS REQUIRED USP SPT24 a EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYP.) WIRE NAILS 9 4' O.C. BOUNDARIES, 6' O.C. EDGES 4 8' O.C. FIELD 15EAM W/ CONT. 45 •- mill, . „ O. ON - : - •-LOCATIONIlil� �19�1 If�l� ■■��ILINTEL �llilGREATER lill� �I�IIAll —III I�II- 2 x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE , ° PLATE IS-lOd NAILS ROWS 10d 6 3' O.G. (14 NAILS TOTAL) 2x TOP PLATE 2-16d NAILS -a 24' O.C. OR EQUAL TO TRUSS BOTTOM 2x CRIPPLES e 16' O.C. >>- 5/8'DIA, X 12' EPDXIED ATR CHORD OR BLOCKING �MjN _ = W/ MIN. 8' EMBEDMENT 2x STUD 24 loci is a, O.C. ��ST O.C. MAX. 2x BLOCKING -T EACH END W/ IOd qN�F PROVIDE P.A.F. NAILS OR -9 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL -1 12' O.C. FACE TO BLOCKING Yp SEE A/53 FOR STAGGERED FROM BOT. (2) 2x HEADER PER PLAN NOTE; o UPLIFT= 3181* (SYP *Z) 31050 (SPF) PLATE TO CONCRETE RE INF. INFO. PLATE LENGTHS MUST BE . 2x BOTTOM PLATE W/ (1) loci 08' a VARIES O.G. TO EACH HEADER FACE AT LEAST 6- D' LONG. (TYP.) BOTTOM 5PLICE 11 j NOTES- T� FICAL. INTERIOR NON- OVER STUD --- 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. 5EARINC� WOOD FRAME UJ,4LL 2 x (o C1"I IN.� �fi�A1�I� 1�5P NTT1� KN USP 5PT22 -s EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J I.UAL.L. i—� ,�� IL j TOE' FLATE 5F'L ICE DET,411_ SCALE: NTS PORT -8 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. SCALE: N.T-S. J 2x P.T. PLATE 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED 5� SCALE: N.T.S. CJ F� 2240 LESS NOTE: NOTE: EPDXY TO BE SIMPSON 5/8' x 10' V BOLT a 24' O.C. MAX ROOF TRU55 PROPERLY. SET-XP OR EOUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. USP USP 8'XS'X16' KO, BLOCK W/ (1) *5 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT C CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) *5 VERT. IN GONG. FILLED CELL T1'PIC,4L FILLED LINTEL A55EM5LY W/ 5TD. 90' HOOK IN KO. BLOCK KNEE WALL A50VE 1" IA5ONfRY WALL DETAIL F SCALE: N.tS. 5 4 SCALE: N.T.S. 5 USP SPT4 5PT24 USP SPT4 5PT24 U5P 5PT4 _ ROOF TRUSS ABOVE 2x TOP PLATE 2x BLOCKING 2x STUDS 24' O.C. �Z`�� \ \ OVERLAPPING \ NAILED 5/8'xlO' 'J' BOLT \\� \ INTO loci NAILS g 6' O.C. (2) 16d TOE NAILS ,1 24' O.C. MAX. \\\ \ TRANSOM STAGGERED EA. BLOCKING MIN. (2) PER \ BOTTOM PLATE 2x P.T. TRANSOM FRAMING \ \ FRAMING FORM CONCRETE INSET TO SECTION PLATE $EE SECTION AA CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND 55/61 FOR EN WALL ABOVE WIDTH OF OPENING VARIES 1/2'X9 1/2' PLYWOOD WALL ABOVE. ADDITIONAL DETAILS \; ENTRY SEE FLOOR PLAN NOTES III SCRAP MATERIAL7A FOR REQUIRED USP 6PT4 1 USP 5PT22 J-BOLTS 24' O.G. lK 05O. BCONTK4 FILLED J CONNECTION USP SPT4 USP SPT4 of (2) ROWS 126 NAILS STAGGERED RECESS MAX LINTEL 5/8'XIO' J-BOLTS CD 6 12' O.C. EACH FACE OR -4N (3) ROWS 12d NAILS STAGGERED 2x P.T. PLATE -1 2-0 O.C. .. MOUNTING BASE NOT FORM CREATES CONCRETE RECESS TO 9 12' O.C. FOR 2xio OR GREATER a' e ° d" MASONRY WALL SHOWN FOR CLARITY MOUNTING BASE SHOWN IN RECEIVE GARAGE DOOR AND TO ALLOW HEADER SEE DETAIL BELOW POSITION 2x4 (NOM.) FOR WATER SHED. 2X8 P.T. BOTTOM PLATE 2x CRIPPLES T FOR POURED d EA R OCK BL IS P RED 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH IV D.C. W/ (2) 12 IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'xlO' 'J' BOLT 9 24' O.C. MAX. GARAGE FLOOR SLAB Sx8x16 C.M.U. (MIN. (2) PER BOTTOM PLATE).U. — (2) 2x HEADER (SEE PLAN) USP C TRCOsEELRAL N0?EE /� (THIS 15 A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 USP SPT4 .5PT24 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/ 10d NAILS 4' O.C. FOR DRAINAGE A 10d NAILS e 6' O.C. GARAGE FLOOR lod NAILS (2) 12d TOENAILS. _ \ STAGGERED STAGGERED — CARACE ENTR�I' FORM DETAIL 8 O.G. TYP. BOX EXTERIOR HEADERS HEADER (l) 2x SILL PLATE W/ �� \ \ TRANSOM FRAMING ' SCALE: N.T.S, 2x JACKS (SEE ONLY (2) 12d TOENAILS. OPENING �� \ - °IN ° BEYOND. - TABLE ABOVE) LARGER THAN 4 FT. (2) 2x \\ \ NAILED INTO ^� GARAGE DOOR CRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \ \ TRANS PLYWOOD MOUNTINC BASE DETAIL ° EA. SIDE TRANSOM FRAMING ��\� PLYWOOD FASTENED TO TRUSSES ° E SHEATHING SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/51 AND \� \ W/ 8d COMMON WIRE NAILS 4' O.C. 51j SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE TABLE BB/Si FOR ADDITIONAL X BOUNDARIES, 6' O.C. EDGES AND B DIMENSIONS DIRECTION OF GARAGE ABOVE) DETAILS DOOR TRAVEL USP HTTI6 TYP. UN.O. \` USP.— 8' O.C. FIELD PLYWOOD CzARAGE ENTRY FINI5HED MA50NRY DETAIL {� 0,0 00,�, SEE Nor 5PT22 MASONRY SHEATHING SCALE: N.T.S. S N/,�,G P.T.B PLATE RECESS /ASP USP WALL BELOW 6/8'XI0' J-BOLTS 24' O.C. I` LINTEL f 5PT4 MAX, (MIN. (2) PER BOTTOM PLATE) HOLD DOWN CONNECTIONS 5PT4 o Z7g "Q NOT REQUIRED 6 BEARING a - < -- - 5 TE�ASAtR EPDXIED a BOTTOM OF MOUNTING B E WALLS WITHOUT UPLIFT < e . a • 4. POURED CONCRETE BASE FORe 2X8 P.T. BOTTOM 6TO BE 2 ABOVE FINISHED d' MI 4' O.C. BONA BEAM BLOCK WALL. RECE65ED GARAGE FLOOR WALL HEADER DETAILAND O PLATE DO SPACE FOR GARAGE DOOR TTHI5 DRAWING.ED FORWARD SCALE: N.T.S. 5 FRAMING DETAILS ABOVE ENTRY PARTIAL INTERIOR ELEVATION 5/Vxlo' V BOLTS 19 24' O.G. MAX. SCALE: N.T.S. 5.4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.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 LSTA3o 4' - 9' (2) (3) (2) (2) (1) USP L5TA30 9' -16' (3) 1 (3) (2) (3) (2) USP LSTA30 f , 9 Y , b . yGy mom' .. ': DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 i o 0 N z w Ln oH ff^ � O M M aWLL^ t— W cn z z� w J 0 o U w Q W C3 O J Q �— a. n zLu J Q p O zw Q z 00 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=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE. DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FORTHESI'RUCTURAL PORTION OFTHIS DRAWING ONLY. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED 114 ANY MANNER WITHOUT WRITTEN CONSENTFROM LENNAR CORPORATION. ©2018-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 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 n CJ C%1 .L ,&_ T'-• D _- „ f ,„a r• � 4�� ♦'�4Y � • G � :> n G1 e1 c.j W m � w �i w � � z = < N N W w( S� W _D ,z < LL! = LLi V N 1L (FEEL W ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH s4 O O