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REFER TO UNDERLAYMENT TABLE ON 1 5/8" 8° 1 5/8" g" 1 5/8" g° SHEET SNl FOR UNDERLAYMENT 12 REQUIREMENTS WOOD TRUSSES 6 24' ��VEN7 OR 2ND FLOOR VERTICAL JAM u SOLID AREAS ARE ❑ SOLID AREAS ARE (TYPJ� SEE ELEV. PRE-ENGINEERED � UPLIFT ECONNECTOR SEE SCHEDULE) /C 5/8'DIA. x 8' J-BOLTS At 6-3/4', 41-3/4',111, AND 96-3/8' ABOVE STEEL AND GROUT ❑ STEEL AND GROUT DOUBLE 2'x4' S.P.F. TOP PLATE 1/2' MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 ❑ ❑ �' STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR SAW CUT TO 10 1/2' SAW CUT TO 10 1/2' FULL 8x8x16 BLOCK `� 1/8' STUCCO FINISH PER ASTM C. 92(o APPLY 3 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. WALL LAYERS W/ TOTAL THICKNESS 1/8' OVER METAL THREADED 3 DIA. EXTENSION HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ❑ LATH. FIRST 2 LAYERS 3/8' THICK EACH. 3RD CL 1/2' GYPSUM BOARD DOOR OPENING DOOR OPENING DOOR OPENING — LAYER 1/8' THICK (SEE NOTES IN SECTION 4.4 SHEET BIN FOR ADDITIONAL INFO.) SCREW OFF CAP (3' DIA.) W/ DRYWALL WALL --�- FOR CLEAN -OUT SCREWS 9 8' O.C. OR ° 1 ❑ ❑ ______ _�_ CRICKET AS 46 DRYWALL NAILS ° EXTERIOR DOOR STOP WALL REQUIRED ° ° a MOLDING ❑ ❑ ❑ USP 5PT24 s EA. STUD — --; ° GARAGE MIN. EXTEN51ON FROM EXTERIOR ❑ — — — — _ ❑ — _ — I/2' EXTERIOR GRADE FACE OF BLOCK WALL 15 1 1/2' DOOR — — — — — ' — — — — — ��- — — SHEATHING FASTENED TO MAXIMUM EXTENSION FROM 15T COARSE 2ND COARSE 3RD COARSE TRUSSES WITH Sd COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2 x 6 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.) 15 2 1/4' COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE O/C; EDGES 4 8' O/G FIELD WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, 2X4 PT STUDS 6 16' O.0 WALL CLEAN -OUT ,[ l2) 2X4 PT STUDS UNDER HIP --- SCALE: N.T.S. �'�SONR� L,4�OUT D CARRIER/GIRDEIR TRUSS S. DOOR TRACK SCALE: N.T.S. S4 W/MOUNTING ANGLE ------- NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 o EA. SCUDMAIN SPAN REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER -- ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER.UPLIFT CONNECTOR 8'X6'XI6" KO. BLOCK W/ I "'5 (SEE SCHEDULE) T�'PIC,4L SECTION T�4Rl� I.UINDUJ OTYPICAL GARAGE DOOR BUCK(K'� SCALE: N.T.S. S4 CONT. AND FILLED W/ GROUT S 4 (U S VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON ALT. KNEEWALL ABOVE MA50NRY WALL DETAIL SHEET SNI FOR UNDERLAYMENT "`" �'"`"' REQUIREMENTS SCALE: N.T.S. S� 12 TRUSS BOTTOM CHORD OR PRE-ENGINEERED WOOD TRUSSES 9 24' O/C KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ 2-16d TOE UPLIFT CONNECTOR (SEE SCHEDULE) (TYP) SEE ELEV. BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT -7 [NAILS .1 EACH END , DOUBLE 2x4 SPF. 02 TOP PLATE 2x S.F.F. STUDS 9 16' O.G. CRICKET AS REQUIRED USP 5PT24 -1 EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYP) WIRE NAILS -1 4' O/C BOUNDARIES 6' O/C EDGES 4 8' O/C FIELD ■■_IISTID. c3d HOOKLINTEL BEAM W1 l GREATER . „ . O - FILLED CELL W/ (1) wo VERTICAL SEE FDN. PLAN FOR LOCATION 1!_■■ �19II II�I� milli lit�l� ■■III I�i■■ 2 x BUILT-UP COLUMN ul DOUBLE 2x TOP -TOP SPLICE z Q PLATE `` \�\`� ROWS 10d ® 3" O.C. (14 NAILS TOTAL) O,Q° 18-10d NAILS 2x TOP PLATE 2-16d NAILS . 24'O.C. OR EQUAL TO TRUSS BOTTOM 2x CRIPPLES 16' O.C. 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING 4�/ — W/ MIN. 8' EMBEDMENT G 1Od 0 8" O/C 2x STUD 1@ 24 O.C. MAX. 2x BLOCKING 6 EACH END W/ 10d/ST ' gNcF PROVIDE P.A.F. NAILS OR 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL -1 12' O.G. FACE TO BLOCKING YA SEE A/53 FOR STAGGERED FROM BOT. (2) 2x HEADER PER PLAN 0 UPLIFT= 31810 3105 SYP SP *2) PLATE TO CONCRETE REINF. INFO. -2x BOTTOM PLATE W/ (l) 10d a8' I a VARIES O.C. TO EACH HEADER FACE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE o:..;na ...o..:... OVER STUD AT LEAST 8'--0" LONG. TYPICAL - NOTES: TYPICAL INTERIOR NON- (j) FILL LINTEL AND ALL CELLS ABOVE LINTEL. BEARING IUOOD 1=RAME JALL 2 x �o (M INJ PfiR,41„rE USP HTT16 N USP 5PT22 a EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J UU,4L. L. HE,4D E R D E T,4 I L. TOP PI, -ATE SPL I GE D E T,4 I L � SCALE: NTS 2x P.T. PLATE PORT 9 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.-S. - SC:ALE: N.T.B. S O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED S4 SCALE: N.T.S. ^ S� � � S� NOTE: EPDXY TO BE SIMPSON F-- �240 I_B_� 5/0' x 10' 'J' BOLT -T 24' O/C MAX ROOF TRUSS PROPERLY. SET-XP OR EQUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. USP USP G 8'XS'XI6' KO. BLOCK W/ 1 05 GONT, MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO (o'-O' IN WIDTH DO NOT AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (I) S VERT. GONG. FILLED CELL T�1'PICAL FILLED LINTEL ,4SSEM5LY C� W/ STDH. 90° HOOK IN KO. BLOCK KNEE WALL ABOVE M,450NIR T' WALL DETAIL F SCALE: N.T.S. S� SCALE: N.T.S. S USP 5PT4 6PT24 USP SPT4 5PT24 USP 2PT4 --•_•_�_ ROOF TRUSS ABOVE --`� 2X TOP PLATE 2X BLOCKING 2X STUDS -0 24' O.C. �wZ � - OVERLAPPING \\?� NAILED (2) 16d TOE NAILS 5/2 ' O.C.BOLT \�� \ INTO 10d NAILS a 6' EA. BLOCKING 24' . MAX. TRANSOM STAGGERED MIN. (2) PER �� TRANSOM FRAMING \`\ \ FRAMING FORM CONCRETE INSET TO BOTTOM PLATE 2X P.T. SEE S)EG1'ION AA/SI WIDTH OF OPENING VARIES SECTION PLATE 2X8 WALL ABOVE CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND 55/51 FOR 1 /2"X9 1 /2" PLYWOOD WALL ABOVE. ADDITIONAL- DETAILS \; ENTRY SEE FLOOR PLAN NOTES SCRAP MATERIAL FOR ,REQUIRED USP 5PT4 1 USP SPt22 J-BOLTS 24' O.G. �O.BLOT. CK WK1) Q CONNECTION USP SPT4 USP 5PT4 MAX FILLED _Of RECESS o Sic /'�Do� 2-ROW5 12d NAILS T LINTEL 55/6'XIO' J-BOLTS j° STAGGERED 1@ 12 O/C EACH 2X P.T. PLATE 2 0 O.C. FADE OR 3-ROWS 12d NAILS ., • , . e • MOUNTING BASE NOT FORM CREATES CONCRETE RECESS TO STAGGERED g 12 O/C FOR a '0 MASONRY WALL SHOWN FOR CLARITY MOUNTING BASE SHOWN RECEIVE GARAGE DOOR AND TO ALLOW C SEE DETAIL BELOW IN POSITION 2x4 (NOM.) FOR WATER SHED. 2 x10 OR GREATER HEADER 2X8 P.T. BOTTOM PLATE 2x CRIPPLES SEAT FOR BLOCK IS 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.G. W/ (2) 12d POURED IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B (--G-) 5/8'xl0' 'J' BOLT 24' O.G. MAX. (MIN. (2) PER BOTTOM PLAGARAGE FLOOR SLAB 8x8x16 C.M.U. USP C SEEWGENEIRAL NOTES (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 U6P SPT4 - 6PT24 USP 5PT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END (2) 2x HEADER (SEE PLAN) SLOPE FORWAR C PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER -- ----_----~ 10d NAILS '9 4' FOR DRAINAGE 10d NAILS ER R DER -------- - 10d NAILS • 6' O.C. STAGGERED STAGGERED GARAGE FLOOR (1) 2x SILL PLATE W/ (2) A GzARAGE ENTRY FORM DETAIL a' o/c TYP. Box 12d TOENAILS. HEADER \ \ TRANSOM FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY EXTERIOR HEADERS �� \ I _ - ° ° BEYOND. -- TABLE ABOVE) (1) 2x SILL PLATE W/ (2) \\\\ \ ♦ NAILED INTO ---- GARAGE DOORTRACK MOUNTING BRACKET 12d TOENAILS. OPENING TRANSOM ATHING MOUNTING BASE DETAIL LARGER THAN 4 Ft (2) 2x \�`� , FRAMING E S EWOOD SCALE: N.T.S. ° SILL PLATE W/ MP3 TRANSOM FRAMING Ak I PLYWOOD FASTENED TO TRUSSES ° GARAGE DOOR ROLLER GARAGE DOOR TRACK CLIPS EACH SIDE SEE SECTION AA/SI AND �\ \ WITH 8d COMMON WIRE NAILS m 4' S� SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE TABLE BB/51 FOR ADDITIONAL \\ O/C BOUNDARIES 6' O/C EDGES B DIMENSIONS ABOVE) DETAILS \ ' 4 8' O/C FIELD TRAVEL DIRECTION OF USP HTTI6 TYP. UN.O. \` I USP- GARAGE DOOR >, PLYWOOD GARACzE ENTRY FINISHED MASONRY DETAIL j= o 000,�, sEE N/64 j sPT22 MASONRY SHEATHING SCALE: N.T.S. S4N/tip P.T. BOT. PLATE RECESS I /-USP US WALL BELOW 5/8'X10' J-BOLTS g 24' O.C. I- LINTEL �� 5PT4 5PT4 MAX. (MIN, (2) PER BOTTOM tH0 - - -- .. PLATE) LD DOWN CONNECTIONS �' NOT REQUIRED -1 BEARING " " ALTERNATE: POURED CONCRETE BASE FOR BOTTOM OF MOUNTI BASE WALLS WITHOUT UPLIFT 4� 5/8' DIA. ATR EPDXIED BLOCK WALL. RECESSED TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM SPACE FOR GARAGE DOOR GARAGE FLOOR. PLATE g 14' O.C. BOND BEAM THIS WATER SHED FORWARD HIDRAWING. WALL HEADER DETAIL Q � ) -----t --- FRAMING DETAILS ABOVE ENTRY PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S45/VXIO''J' BOLTS t1 24' O.C. MAX. SCALE: N.T.S. cJ� SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) HEADER SUPPORT NO. OF JACKS E STUDS REQ. At OPENINGS OPENING 2' x 4' WALL 2' x 6' 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 L5TA30 4' - 9' (2) (3) (2) (2) (U USP L5TA30 9' -16' (3) (3) (2) (3) (2) USP L5TA30 w� } i 5 F Hx � sg ggr�no.ocanaac p�%M y 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 i Ly o CD N Z F- LU OLn^ 00 N M O^ z aN �w�� Z°C�a00 z c~n W _j w J 0 o U (� w Q L1JLLJ C3 O J </� Q �- C L LLJ ZJ Q 0 0 ol_ Q Z w Q Z N Z 0 0 CL ZD 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 =30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING.ONLY. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0C 2018 - 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 _ 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 O tlU� j _j3 4 ° tt 0 coa C� LLu C:8 0 z a 02- _ uaa z N �N =N W w m 2 b W D* >_* Z Q LLi ZD W ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH S4 O i CCN