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REFER TO UNDERLAYMENT TABLE ON SHEET SNl FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: -- — --A ❑ — — ------ — — 12 (2) LAYERS FOR 2:12 <SLOPE <4:12 — — — ❑ ❑ lU LAYER FOR SLOPE >_ 4:12 VENT OR NDFLOOR ❑ SOLID AREAS ARE u SOLID AREAS ARE SEE ELEV. ITYP.) PRE-ENGINEERED WOOD VERTICAL JAM � TRUSSES 9 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',11, AND 96-3/8' 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 CUT TO 10 1/2' SAW CUT TO 10 1/2' FULL Sx8xl6 BLOCK -i/8' STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS THREADED 3' DIA. EXTENSION 3/4 WALL FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. ❑ ❑ ❑ W/ TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST 2 la' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. C, DOOR OPENING DOOR OPENING DOOR OPENING—CL LAYERS 3/5' THICK EACH. 31RD LAYER 1/8' THICK (SEE NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) SCREW OFF CAP (3' DIA.) W/ DRYWALL WALL FOR CLEAN -OUT SCREWS 10 8' O.C. OR a ❑ ❑ CRICKET AS 4d DRYWALL NAILS a EXTERIOR1 U REQUIRED a . _—DOORSTOP WALL Q a MOLDING ❑ ❑ ❑ USP 5PT24 m EA. STUD 4 GARAGE -- ❑--------MEI ❑ --_ 1/2' EXTERIOR GRADE MIN. EXTENSION FROM EXTERIOR DOOR — — — �� — — — SHEATHING FASTENED TO FACE OF BLOCK WALL IS 1 1/2' MAXIMUM EXTENSION FROM IST 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 O 4' O.C. BOUNDARIES, VBLOCKING (TYP-) 15 2 1/4' O.G. EDGES 4 8' O.G. 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 a 16' O.G. WALL CLEAN -OUT (2) 2x4 PT STUDS UNDER HIP SCALE: N.T.S. MASON RBI' L ,4 "T' Old T D CARRIER/GIRDER TRUSS S 4 DOOR TRACK SCALE: N.T.S. Cj W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 tv EA. STUD MAIN SPAN REFER TO WINDOW 1=1RODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER CONT. AND FILLED W/ GROUT UPLIFT CONNECTOR T�'PICAL GARAGE DOOR BUCK(*"K� 8'x8'x16' K.O. BLOCK W/ (1) *5 (SEE SCHEDULE) 'I'PICAL SECTION Tl�iRl� WINDOW� SCALE: N.T.S. 5� cJ� (1) 05 VERT. IN GONG. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNl ALT. KNEEWALL ABOVE MASONRI' WALL DETAIL E FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: SCALE: N.T.S. 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR S� (U LAYER FOR SLOPE >_ 4:12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2) Ibd TOE (TYP) SEE ELEV. FIRE -ENGINEERED WOOD TRUSSES B 24' O.C. BLOCK W/ (U � FOR CONCRETE PLACEMENT NAILS g EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. *2 TOP PLATE 2x S.P.F. STUDS O 16' O.C. CRICKET AS REQUIRED USP SPT24 9 EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d. COMMON BLOCKING (TYP.) WIRE NAILS s 4' O.G. BOUNDARIES, 6' O.G. EDGES 4 8' O.C. FIELD ■■__II . se woor, cCONT.OPENINGSGREATER THAN (W-0' WIDE (U.N.O. ON PLAN) : - . .- LOCATION 1�_■■ �19jI1 III�I� ■■�!ILINTEL I�C■■ �IIIIOPENINGIIII� ■■III III■■ Ill �IIII IIII� 2 x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE � PLATE 18-10d NAILS F 2 ROWS 10d 3' O.G. (14 NAILS TOTAL) ° o 0 2x TOP PLATE 2-16d NAILS O 24' O.G. OR",y 2 ° ° ° ° ° ° EQUAL TO TRUSS BOTTOM 2x CRIPPLES t+ 16' O.G. / 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING ��jjN _ W/ MIN. 8' EMBEDMENT 2x STUD s 24' ac • . ' . 10d 8' O.G. /ST O.C. MAX, 2x BLOCKING a EACH END W/ 10d �NCF PROVIDE PAR NAILS OR m 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL O 12' O.G. FACE TO BLOCKING Yo SEE A/53 FOR STAGGERED FROM BOt. PLATE TO CONCRETE (2) 2x HEADER PER PLAN NOTE: o UPLIFT= 31810 (SYP 02) 31050 (SPF) REINF. INFO.A 1 2x BOTTOM PLATE W/ (U 10d 8' PLATE LENGTHS MUST BE _ a 8 . �. VARIES O.G. TO EACH HEADER FACE AT LEAST 6-0' LONG. (TYP.) BOTTOM SPLICE 11 j gin:: $ •, = NOTES: TYPICAL INTERIOR NON- OVER STUD --- 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. SEARING WOOD FRAME WALL 2 x ,io (MIN.) �fi�,4M� USP WTI& 1�( USP SPT22 m EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J WALL HEAIDER DETAIL 1 TOP PLATE SPL ICE DETAIL M SCALE: NTS PORT O EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. SCALE: N.T.S. 54 2x P.T. PLATE I� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED S� SCALE: N.T.S. S F= 2240 LBS ��4� NOTE: EPDXY TO BE SIMPSON 5/8' x 10' 'J' BOLT m 24' O.G. MAX ROOF TRUSS PROPERLY. SET-XP OR EQUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. USP USP C 8'XS'XI6' K.O. BLOCK W/ (1) *5 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 61-0' IN WIDTH DO NOT CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) 05 VERT. IN CONC. FILLED CELL T1 FICAL FILLED LINTEL ASSEMBL�I' C W/ STD. 90• HOOK IN KO, BLOCK KNEE WALL ABOVE 1 IASONRY WALL DETAIL f SCALE: N.T.S. S� SCALE: N.T.S. �J- 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) 11) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 V -16' (3) (3) (2) (3) (2) USP LSTA30 USP SPT4 SPT24 USP SPT4 SPT24 USP SPT4 ROOF TRUSS ABOVE 2x TOP PLATE 2x BLOCKING 2x STUDS m 24' O.G. �Z\ \ \ OVERLAPPING -0' If \ NAILED 5/8'x10' 'J' BOLT \ \ 024' O.G. MAX. \ \ (2) ibd TOE NAILS 10d NAILS a 6 O.C. EA BLOCKING \\ TRANSOM MIN. (2) PER \ BOTTOM PLATE 2x P.T. TRANSOM FRAMING \ FRAMING STAGGERED WIDTH OF OPENING VARIES FORM CONCRETE INSET TO SECTION PLATE SEE SECTION AA/Sl \ 2x8 WALL ABOVE CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND BB/Sl FOR 1/2'X9 1/2' PLYWOOD WALL ABOVE. ADDITIONAL DETAILS \; ENTRY SCRAP MATERIAL � SEE FLOOR PLAN NOTES USP 5PT22 K.O. BLOCK W/ FOR REQUIRED USP SPT4 J-BOLTS a 24' O.C. (1) 5 CONT. 4 FILLED CONNECTION USP 5PT4 USP SPT4 MAX r�Uj (2) ROWS 12d NAILS STAGGERED RECESS 'o s��` N�Oy/j Q 12' O.C. EACH FACE OR LINTEL 5/8'XI0' J-BOLTS A qN (3) ROWS 12d NAILS STAGGERED 2x P.T. PLATE O 2'-0' O.G. •• ° • . MOUNTING BASE NOT FORM CREATES CONCRETE RECESS t0 O 12' O.C. FOR 2x10 OR GREATER . ° 4 ° . MASONRY WALL MOUNTING BASE SHOWN IN HEADER � 2X8 P.T. BOTTOM PLATE SHOWN FOR CLARITY POSITION 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW C SEE DETAIL BELOW FOR WATER SHED. 2x CRIPPLES � AT 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 50AO' 'J' BOLT s 24' O.C. MAX. USP C (MIN. (2) PER BOTTOM PLATE) G GARAGE FLOOR SLAB �sxsxl6 C.M.U. (2) 2x HEADER (SEE PLAN) TROWEL FINISH SEE GENERAL NOTES (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1U INTERIOR HEADER MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END SLOPE FORWARD PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1) 2x SILL PLATE W/ FOR DRAINAGE 10d NAILS O (2)12d TOENAILS. ._, GARAGE FLOOR GARAGE ENTRY FORM DETAIL 8' O.C. TYP. BOX EXTERIOR HEADERS HEADER (1) 2x SILL PLATE W/ SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING TABLE ABOVE) LARGER THAN 4 FT. (2) 2x MOUNTING BASE DETAIL GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS ° EA. SIDE a .. SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE TABLE DIMENSIONS DIRECTION OF GARAGE ABOVE) DOOR TRAVEL USP HTT16 TYP. U.N.O. CxAR,4Gr= ENTR'T FINI5Hr=D MA50NRY DETAIL }� Qo # SEE N/54 o p�N/ SCALE: N.T.S. S,¢ P.T. BOT. PLATE - I `�' • HOLD DOWN CONNECTIONS g .. NOT REQUIRED a BEARING WALLS WITHOUT UPLIFT POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E TO BE 2' ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR GARAGE FLOOR WALL HEADER DETAIL Q AND WATER SHED FORWARD S A NTS PT4 106 NAILS a 4' O.C. 10d NAILS a 6' O.C. STAGGERED A STAGGERED TRANSOM FRAMING O o BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES O SHEATHING W/ Sd COMMON WISE NAILS 0 4' O.C. $� BOUNDARIES, 6' O.C. EDGES AND Ae 8' O.C. FIELD o PLYWOOD o SHEATHING MASONRY 5/8'X10' J-BOLTS a 24' O.C. USP WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) PT4 ALTERNATE: 5/8' DIA. ATR EPDXIED MIN. W INTO BOND BEAM a 24' O.C. THIS DRAWING. C LE: S4 1=RAMINC� DETJ4ILS ,4BOVE ENTRI' R PARTIAL INTERIOR ELEVATION 5/8'x10' 'J' BOLTS a 24' O.C. MAX. SCALE: N.T.S. cJ4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) USP SPT4 5PT24 USP S S \\ \ \ TRANSOM FRAMING SEE SECTION AA/Sl AND �\ \ BB/51 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 P SPT4 .. ° 4. •a dqr 2X8 P.T. BOTTOM PLATE D X. d . DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 o 0 N z z0(nM� 53 a(� J� �ww� z Fa-aann < t— t-- t; W w� J 0 J U Lu W Lij W V)) _ TV) 0 � m V) Lu Q O co Q F— m u Z w Z O � U rL 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 = 1-0.18) 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 DRAWINGONLY. ©M19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRBTEN CONSENT FROM LENNAR CORPORATION. ©2019 -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 VERSION, 6L"T 03./02.11.19 a� t , r C= 171-1 r� ce O w se m z O �i w L = U W U}zN 3 Q1 N N a 2�� Lu Lu �ui * _4 �* Z Qui =u.i ui O Lu ❑ .EJ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 O 0-. O 00 LO r— Ilu,ulll LA,, �. I.. -,.d 1, .. -1d 1