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REFER TO UNDERLAYMENT TABLE ON SHEET SNl FOR UNDERLAYMENT REQUIREMENTS t PROVIDE: _ — — —A — — — — — — —T 12 (2) LAYERS FOR 2:12 < SLOPE < 4.12 — — — — ❑ — — ❑ SEE ELEV (1) LAYER LAYER FOR SLOPE 4:12 ��VENT OR 2ND FLOOR VERTICAL JAM SOLID AREAS ARE SOLID AREAS ARE (Tl'Pa . PRE-ENGINEERED WOOD ?MUSSES a 24' O.G. 1/2' MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 5/8'DIA x 8' J-BOLTS AT 6-3/4', 41-3/4', ll', AND %-3/8' ABOVE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT UPLIFT CONNECTOR (SEE SCHEDULE) GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2)000 DOUBLE 2x4 S.PF. TOP PLATE STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR SAW GUT TO 10 i/2' SAW CUT TO I0 1/2' FULL Sx8x16 BLOCK 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. 1/8' STUCCO FINISH PER ASTM C. 916 APPLY 3 LAYERS THREADED 3 DIA. EXTENSION WALL ❑ ❑ W/ TOTAL THICKNESS 1/6' OVER METAL LATH. FIRST 2 o 1/2' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. CL 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 5Nl FOR ADDITIONAL NFO.) FOR CLEAN -OUT SCREWS a O.C. o —/ ❑ ❑ CRICKET AS ol 4d DRYWALL NAILSS EXTERIOR 4 . a . DOOR STOP REQUIRED e O a WALL ° MOLDING ❑ ❑ ❑ USP SPT24 a EA STUD GARAGE — — — — — — — — — — MLI ❑ — — — 1/2' EXTERIOR GRADE MIN EXTENSION FROM EXTERIORZFACE OF BLOCK WALL Is 1 1/2' DOOR — — — — — — SHEATHING FASTENED TO MAXIMUM EXTENSION FROM IST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH 8d COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2x6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERT' COARSE MUST BE BONDED TO THE NAILS a 4' O.C. BOUNDARIES, 6' BLOCKING (TYP.) IS 2 1/4'COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE O.C. EDGES t 8' O.C. FIELD WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS • 16' O.C. WALL CLEAN -OUT 1" IA50NRY L.,4`I'OUT D cAR�ER/GI�ER �SHiP =__ SCALE: N.T.S. 54 DOOR TRACX----0IL I W/MOUNTING ANGLE SCALE: NtS. 54 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP H? A20 a EA ST7FILLEEDOCELL REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER MAIN SPAN SHEETS FOR INSTALLATION INFORMATION BY ROOF TRUSS MANUFACTURER UPLIFT CONNECTOR TYPICAL GARAGE DOOR BUCK K 8'XS'Xlb' K.O. BLOC(SEE SCHEDULE) TYP I CAL 5E CT I ON TI'-IRU W IND OI,U g SCALE: N.T.S. CONT. AND FILLED S4 CJ. �, ll) r5 VERT. IN GONG. W/ STD. 90° HOOK IN REFER TO UNDERLAYMENT TABLE ON SHEET SNI ALT. KNEEWALL A50VE MASONRY WALL DETAIL E FOR UNDERLAYMENT REQUIREMENTS t PROVIDE: SCALE: N.tS. 5�• 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR (1)LAYER FOR SLOPE > 4:12 KNOCK -OUT ITYP) SEE ELEV. BLOCK W/ (U 5 FOR CONCRETE PLACEMENT 2x4 BLOCKING N (2)16d TOE PRE-ENGINEERED WOOD TRUSSES a 24' O.C. NAILS ®EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. 02 TOP PLATE 2x S.P.F. STUDS • 16' O.C. CRICKET AS REQUIRED USP 5PT24 a EA STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYP.) WIRE NAILS a 4' O.C. BOUNDARIES, 6' O.G. EDGES t 8' O.G. FIELD ■�Illlli�l�l�l�' !p!��'� STD. %e HOOK :. OPENINGSIII�I■ .. „ ..-� _ SEE .FILLED - . .- .:.VERTICA Or. �illll IIII�� ■,■III MillGREATER IIII'� ■1■III IIION rm II 1II■I■ lll�l Ilil ■■Iil III�■ ��IIII IIII�� 2 x BUILT-UP COLUMN w DOUBLE 2x TOP TOP SPLICE °� PLATE • 18-10d NAILS 2 ROWS 10d a 3' O.C. (14 NAILS TOTAL) o,e, 2x TOP PLATE • • 2-lbd NAILS a 24' O.C. OR EQUAL TO TRUSS BOTTOM 2x CRIPPLES a 16"O.C. / . 5/8'DIA X 12' EPDXIED ATR CHORD OR BLOCKING �M/ W/ MIN. 8' EMBEDMENT STUD 24 �c Od s 8' O.C. /ST OG. MAX. 2x BLOCKING a EACH END W/ 10d PROVIDE PAT. NAILS OR a 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL . 12' O.G. FACE TO BLOCKING IRVNOS: �A SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE (2) 2x HEADER PER PLAN 0 UPLIFT= 31810 3105 ( YPP 42) • REINF. INFO. 2x BOTTOM PLATE W/ (1) 10d • 8' PLATE LENGTHS MUST BE 4 8. n VARIES O.G. TO EACH HEADER FACE AT LEAST W-O' LONG. (TYP.) BOTTOM SPLICE '•. ` ; NOTES: TYPICAL INTERIOR NON- 2 x ro (MIN.) PRAT" E OVER STUD 'O NLTE IfiFO�R BEEAAM DEPTHL> 22', PROVIDE AL4'x4' INSPECTION �3EARINC� WOOD FRAME WALL ,J W,4LL HE,4DER DETAIL 1 TOP PLATE SPL ICE DETAIL 1`� LISP NTTI�o N LISP SPT22 ®EA. SCUD PORT * EACH VERTICAL REBAR t DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. SC ALE: NtS 2x P.T. PLATE SCALE: N.T,S. eJ� SCALE: N.T.S. 02 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED F= 2240 LBS �� NOTE: EPDXY TO BE 51MP50N 5/8' x 10' 'J' BOLT a 24' O.G. MAX ROOF TRUSS PROPERLY. 5ET-XP OR EQUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ' LISP 8'XS'Xlb' K.O. BLOCK W/ (1) 45 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO W-0' IN WIDTH DO NOT 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 rG W/ STD. 90• HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.Ts. G ,i SCALE: N.T.S. 5 HEADER SUPPORT NO. OF JACKS t STUDS REQ. AT OPENINGS 2x4 WALL 2x6 WALL STRAPS JACKS JACKS STUDS JACKS STUDS SIZE (UN.O. ON PLAN) EA END EA END EA END EA END 1'- 4' (1) (2) 1 (1) (2) (1) USP LSTA30 4' - 9' 1 (2) (3) (2) 1 (2) (1) USP LSTA30 V -16' 1 (3) (3) (2) 1 (3) (2) USP LSTA30 LISP SPT4 6PT24 USP SPT4 5PT24 USP SPT4 ROOF TRUSS ABOVE • 1x TOP PLATE 2x BLOCKING Z � 2x STUDS a 24' O.C.NAIL OVERLAPPING \\ 5/8'xl0' 'J' BOLT \ NOOED a 24' O.G. MAX. �\\ \ (2) Ibd TOE NAILS 10d NAILS • 6 O.C. EA BLOCKING TRANSOM BOTTOM PLATE 2x P.T. FRAMING FRAMING STAGGERED WIDTH OF OPENING VARIES FORM CONCRETE INSET TO CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) SECTION PLATE SEE SECTION AA/Sl \ AND 515/61 FOR 2x8 WALL A50VE WALL ABOVENADDITIONAL I/2'X9 I/2' PLYWOOD . DETAILS �; ENTRY SCRAP MATERIAL SEE FLOOR PLAN NOTES \` USP SPT22 KO BLOCK W/ J FOR REQUIRED CONNECTION USP SPT4 USP SPT4 USP SPT4 J-BOLTS a 24' O.G. (I 05 CON? t FILLED RECESS MAX CC,r'l 'o ``�` l2) ROu1S 12d NAILS STAGGERED LINTEL 5/8'XI0' J-BOLTS C� a 12' O.C. EACH FACE OR (3) ROWS 12d NAILS STAGGERED 2x P.T. PLATE a 2'-0' O.C. FORM CREATES CONCRETE RECESS TO a 11 O.G. FOR 2x10 OR GREATER • .' 4 •'. MASONRY WALL MOUNTING BASE NOT SHO DETAICLARITY L BELOW MOUNTING BASE SHOWN IN POSITION 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES • HEADER h H 2X8 P.T. BOTTOSWN M PLATE C AT 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 FIN�e SLAB/ GAt�FLo� r Sx8x16 Gr1U. (THIS IS A REGOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 (2) 2x HEADER (SEE PLAN) USP SPT4 LISP G S4 (MIN. (2) PER BOTTOM PLATE) USP SPT4 C MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END INTERIOR HEADER SLOPE FORWARD PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (U 2x SILL KATE W/ l0d NAILS a 4' OZ. FOR DRAINAGEL 10d NAILS a (2)12d TOENAILS. -� STAGGERED A I0d NAILS a b' O.C. ..:. GARAGE FLOOR GARAGE ENTRY FORM DETAIL 8 O.C.oCTYP. Box EXTERIOR HEADERS --,—� � \ \ STAGGERED HEADER (1) 2x SILL PLATE W/ TRANSOM FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING ��`� \ -4 o c BEYOND. —~ N GARAGE DOOR TRACK MOUNTING BRACKET TABLE ABOVE) LARGER THAN 4 FT. (2) 2x SILL PLATE W/ MP3 CLIPS \ \ \\TRANSOM1 \\ \ NAILED INTO MOUNTING SASE DETAIL \ FRAMING ` �D ' SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK a EA SIDE \\ \1 TRANSOM FRAMING SEE SECTION AA/SI AND �\ \ PLYWOOD FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS a 4' O.C. o E SHEATHING 84 CONNECTION ASSEMBLY 2x STUDS (SEE TABLE 55/51 FOR ADDITIONAL �� BOUNDARIES, 6' O.C. EDGES AND B SEE PLAN FOR FOOTING DIMENSIONS ; DIRECTION OF GARAGE ABOVE) DETAILS 8 O.G. FIELD ' DOOR TRAVEL USP HTTI6 TYP. U.N.O. 1 USP PLYWOODGARAGE ENTRY FINISHED MASONRY DETAIL j� - Q SEE N/84 q.,� SPT22 SHEATHNG SCALE: N.T.S. s4 I �N/, P.T. BOt. PLATE RECESS LINTEL SPT4 P �L BELOW 5/8'XIO' J-BOLTS a 24' OZ. MAX (MIN. (2) PER BOTTOM PLATE) `I' " HOLD DOWN CONNECTIONS �4 AL - * ' ' l NOT REQUIRED ®BEARING TEF44ATE: 5/8' DIA ATR EPDXIED TTOM OF MOUNTING B WALLS WITHOUT UPLIFT . , • • 'a. MIN. 6' INTO BOND BEAM POURED CONCRETE BASE FOR TO BE 2' ABOVE FINISHED BLOCK WALL. RECESSED 2X8 P.T. BOTTOM a 24' OTC. SPACE FOR GARAGE DOOR GARAGE FLOOR. UJALL DEADER DETAIL Q PLATE ING ED FORWARD THIS DRWATER SCALE: N,T.S. S� FRAMING DETAILS ABOVE ENTRY R PARTIAL INTERIOR ELEVATION 5/8'x10' 'J' BOLTS a 24' O.C. MAX. SCALE: N.T.S. CJ4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o N Z 0 Z In ^ H � d M Z �00 �La°° w z Z� j U 1 F— w l Ll V) W w � v _ � TV) J Q T Iin m Qo Lj 1--m O Z �Z 0- C/) M O 1Z V) 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 (VGsd = I08MPH), 3 SEC. GUST, EXPOSURE'C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = s0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. OX19 LENNAR CORP: THLS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOLR WRITTEN CONSENT FROM LENNAR CORPORATION. CM19-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 5 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 1.0�,CROSS-RLF NNECTION VW$IGN NO: `1'.034 o2;a T-19 �-r N. V fn .CO O Lu sz m J z O �1 L1J a = U W (D N Q W w� 2� �� W r w Z QLL =W 5 W ❑ �1 ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390446 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 O O� O 100 LO