Laserfiche WebLink
REFER TO UNDERLAYMENT TABLE ON SKEET SNI <br />5/8° g° T 5/8" all 5/8° g® /_ FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: <br />12 (2) LAYERS FOR 2.12 < SLOPE < 4.12 <br />(1) LAYER FOR SLOPE > 4:12 <br />��VENT OR 2ND FLOOR VERTICAL JAM u SOLID AREAS ARE u SOLID AREAS ARE ITYP•) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES a 24' O.C. <br />1/2' MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL <br />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 UPLIFT CONNECTOR (SEE SCHEDULE) <br />GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 DOUBLE 2x4 S.P. TOP PLATE <br />STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR ❑ SAW GUT TO 10 I/Z SAW GUT TO 10 1/2 ❑ FULL Sx8x16 BLOCK <br />3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. WALL VS' STUCCO FINISH PER' OVER <br />C. 926 APPLY 3 LAYERS <br />THREADED 3 DIA. EXTENSION ❑ W/ TOTAL THICKNESS i/8' OVER METAL LATH. FIRST 2 <br />HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 1/2' GYPSUM BOARD Ck DOOR OPENING —DOOR OPENING Ck LAYERS 3/8' THICK EACH. 3RD LAYER I/8' THICK (SEE <br />DOOR OPENING — <br />SCREW OFF CAP (3' DIA.) <br />W/ DRYWALL l —' I NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) <br />SCREWS g 8' O.G. OR WALL <br />FOR CLEAN -OUT a ❑ ❑ CRICKET AS <br />4d DRYWALL NAILS a EXTERIOR—/ Ul I <br />a a DOOR STOP WALL <br />REQUIRED <br />a a a a MOLDING ❑ ❑ ❑ USP SPT24 g EA. STUD <br />GARAGE <br />MIN. EXTENSION FROM EXTERIOR _ _ ❑ _ _ _ _ _ _ _ _ — — — ❑ 1/2 EXTERIOR GRADE <br />, <br />FACE OF BLOCK WALL IS 1 1/2' DOOR — — — — SHEATHING FASTENED TO <br />MAXIMUM EXTENSION FROM 15T COARSE 2ND COARSE 3RD COARSE TRUSSES WITH Sd COMMON WIRE <br />EXTERIOR 1/' FADE OF BLOCK WALL DRAIN 2x6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS g 4' O.C. BOUNDARIES, 6' BLOCKING (TYP.) <br />' COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE O.G. EDGES 4 8 O.C. FIELD <br />eL <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, 2x4 PT STUDS 9 16' O.C. <br />WALL CLEAN-OUT,r,4 (2) 2x4 PT STUDS UNDER <br />SCALE: N.T.S. M,4SONR�' L,4�'OUT D CARRIER/GIRDER TRUSS <br />CJ.4 DOOR TRACK SCALE: N.T.S. <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETSUSP HTA20 0 EA. STUD FOR DOOR MAIN SPAN <br />REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ROOF TRUSS <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. UPLIFT 8'X8'X16' KO. BLOCK W/ (l) *5 (BEE SCHEDULE) CONNECTOR <br />T�'PIC,4L SECTION THRU UJINDOUJ TYPIC>4L CT4R�CE DOOR BUCK(KN� <br />SCALE: N.T.S. S� CONT. AND FILLED W/ GROUT <br />S (U *5 VERT. IN GONG. FILLED CELL <br />W/ STD. 900 HOOK IN KO. BLOCK <br />REFER TO UNDERLAYMENT TABLE ON SHEET SNI ALT. KNEEWALL A50VE M,450NRY WALL DET,4IL E <br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: SCALE: N.T.S. <br />12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR S� <br />(1) LAYER FOR SLOPE >_ 4:12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2) 16d TOE <br />(TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES m 24' O.G. BLOCK W/ (U "5 FOR CONCRETE PLACEMENT NAILS 19 EACH END <br />, <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2x4 SPF. *2 TOP PLATE <br />2x S.P.F. STUDS 9 16' O.C. <br />CRICKET AS REQUIRED <br />USP 5PT24 g EA. STUD <br />1/2' EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH Sd COMMON BLOCKING (TYP.) <br />WIRE NAILS ,0 4'O.C. BOUNDARIES, 6' O.G. <br />EDGES 4 8' O.C. FIELD <br />■I!_!�71�1�1�1�1�!��I■ <br />■ <br />THAN (o'-O'LUIDE (UN.O. ON PLAN) <br />.- ••-�sI■■ <br />LOCATION_ <br />��III <br />III_ <br />■■��ICONT.OPENINGSGREATER <br />I'�■■ <br />■■III <br />III■■ <br />III_I� <br />■■ill <br />I <br />l <br />■■IP. <br />II <br />�_�_�■■ <br />-III <br />I�II- <br />2 x BUILT-UP COLUMN <br />DOUBLE 2x TOP <br />TOP SPLICE <br />°p <br />0 <br />PLATE <br />° <br />° ° 18-106 NAILS <br />2 ROWS 10d g 3' O.G. (14 NAILS TOTAL) <br />2x TOP PLATE <br />°o <br />° ° ° <br />2-166 NAILS 6 24' O.C. OR <br />M/N <br />°°°° <br />EQUAL TO TRUSS BOTTOM <br />2x CRIPPLES Q 16"O.C. <br />/ <br />5/8'DIA. X 12' EPDXIED ATR <br />CHORD OR BLOCKING <br />4/N <br />W/ MIN. 8' EMBEDMENT <br />�c 10d 8' O.G. <br />2x STUD 6 24 <br />2x BLOCKING 9 EACH END W/ 10d <br />��ST . <br />O.C. MAX. PROVIDE P.A.F. NAILS OR <br />tv 4- O.C. FROM EACH HEADER <br />�NcF <br />2x P.T. PLACE EQUAL 9 12' O.G. <br />FACE TO BLOCKING <br />Yp <br />SEE A/S3 FOR STAGGERED FROM BOT. <br />(2) 2x HEADER PER PLAN <br />NOTE: <br />o UPLIFT= 3105* SSPF�) <br />PLATE TO CONCRETE <br />REINF. INFO. <br />PLATE LENGTHS MUST BE <br />Zx BOTTOM PLATE W/ (1) 10d g 8' <br />a a <br />VARIES O.C. TO EACH HEADER FACE <br />AT LEAST V -0" LONG. (TYP.) <br />BOTTOM SPLICE <br />as a <br />na$ . <br />N TYPICAL INTERIOR NON- OVER STUD <br />- 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. �jE¢,RINC UJOODR�ME ui,4LL 2 X �o INR,41„rE USP NTTI6 rN <br />USP 5PT22's EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J UJ,4LL }4E,4DER DET,4IL j TOP PLATE SPLICE DETAIL SCALE: NTS <br />PORT 9 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. S� SCALE: N.T.S. ��J.4� <br />2x P.T. PLATE O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED S.4 SCALE: N.T.S. F= 2240 LBS NOTE: EPDXY TO BE SIMPSON <br />x 10' 'J' BOLT s 24' O.C. MAX ROOF TRUSS PROPERLY. SET-XP OR EGUIVALENT <br />W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />6'X8'X16' KO. BLOCK W/ (1) *5 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT USP USP G <br />CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />(l) *5 VERT. IN CONK. FILLED CELL TYPICAL FILLED LINTEL A55EMBLY C� <br />W/ STD. 90° HOOK IN KO. BLOCK <br />KNEE WALL ABOVE M,450NR1' WALL DETAIL E SCALE: N.T.S. 4 <br />SCALE: N.T.S. �4 <br />HEADER SUPPORT <br />NO. OF JACKS 4 STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2x4 WALL <br />2x6 WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />(UN.O. ON PLAN) <br />EA END <br />EA END <br />EA END <br />EA END <br />1' - 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP L6TA30 <br />4' - (3' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9' -16' <br />(3) <br />(3) <br />1 (2) <br />1 (3) <br />(2) USP L5TA30 <br />USP SPT4 5PT24 <br />USP 5PT4 <br />5PT24 <br />USP <br />SPT4 <br />ROOF TRUSS ABOVE <br />2x TOP PLATE 2x BLOCKING <br />2x STUDS 24' O.C. <br />OVERLAPPING <br />5/8'x10' 'J' BOLT\ <br />10 24' O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE 2x P.T. <br />\ <br />\\\ \ <br />\ <br />TRANSOM FRAMING \ \ <br />INTO NAILED <br />TRANSOM <br />FRAMING <br />(2) lbd TOE NAILS <br />10d NAILS a 6' O.C. <br />STAGGERED EA. BLOCKING <br />WIDTH OF OPENING VARIES FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR BLOCK <br />CONNECTION (SEE PLAN) <br />SECTION <br />PLATE <br />SEE SECTION AA/Si \ <br />\\; <br />_ <br />2x8 WALL ABOVE <br />1/2'X9 1/2' PLYWOOD WALL ABOVE. <br />ADDITIONAL DETAILS <br />ENTRY <br />MATERIAL <br />SEE FLOOR PLAN NOTES <br />, <br />USP 6PT22 <br />• <br />KO.SCRAP <br />FOR REQUIRED <br />CONNECTION <br />USP SPT4 <br />USP SPT4 USP 5PT4 <br />J-BOLTS 9 24' O.C. <br />(1 45BCONTLOCK4 FILLED <br />��lij <br />(2) ROWS 12d NAILS STAGGERED <br />RECESS <br />MAX <br />o <br />SFF ��o� <br />9 12' O.C. EACH FACE OR <br />LINTEL <br />5/S'X10' J-BOLTS <br />A�qN <br />2x P.T. PLATE <br />2'-0' O.C. <br />(3) ROWS 12d NAILS STAGGERED <br />MOUNTING BASE NOt <br />FORM CREATES CONCRETE RECESS TO <br />12' O.C. FOR 2x10 OR GREATER <br />A <br />•' ° <br />MASONRY WALL <br />SHOWN FOR CLARITY <br />SEE DETAIL BELOW <br />MOUNTING BASE SHOWN IN <br />POSITION <br />2x4 (NOM) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED.LES <br />HEADER <br />2X8 F.T. BOTTOM PLATE <br />C <br />EAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />-s <br />16' O.C.WW/ (2) 12d <br />IN PLACE CONCRETE <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/5 <br />5/8'XI0' 'J' BOLT 9 24' O.C. MAX. <br />GARAGE FLOOR SLAB <br />G.M.U. <br />(2) 2x HEADER (SEE PLAN) <br />USP G <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />TROWEL FINISH SEE <br />GENERAL NOTES <br />�Sx8x16 <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />°� <br />USP SPT4 <br />SPT24 <br />USP SPT4 <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />INTERIOR HEADER <br />SLOPE FORWARD <br />FOR DRAINAGE <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />S4 (1) 2x SILL PLATE W/ <br />10d NAILS a 4' O.G. <br />GARAGE FLOOR <br />10d NAILS g <br />(2) 12d TOENAILS. <br />STAGGERED <br />A <br />10d NAILS 6 &'O.C. <br />STAGGERED <br />CxARAC-zE ENTR'I' i=ORM DETAIL <br />s O.C. TYP. <br />BOX EXTERIOR HEADERS <br />--� <br />HEADER (1) 2x SILL PLATE W/ <br />����� \ \ <br />TRANSOM FRAMING <br />SCALE: N.T.S. <br />2x JACKS (SEE <br />ONLY (2) 12d TOENAILS. OPENING <br />��� \ <br />° ° <br />NBEYOND. <br />TABLE ABOVE) <br />LARGER THAN 4 FT. (2) 2x <br />�\ <br />\ <br />\\ <br />NAILED INTO <br />o <br />- <br />MOUNTINCx BASE DETAIL <br />GARAGE DOOR CRACK MOUNTING BRACKET <br />SILL PLATE W/ MP3 CLIPS <br />\\ <br />TRANSOM <br />PLYWOOD <br />° SCALE: N.T.S. <br />EA. SIDE <br />TRANSOM FRAMING\j, <br />\\ \ <br />PLYWOOD FASTENED TO TRUSSES <br />° <br />E SHEATHING <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SEE SECTION AA/SI AND <br />x\ \ <br />W/ Sd COMMON WIRE NAILS a 4' O.C. <br />5� <br />SEE PLAN FOR FOOTING <br />CONNECTION ASSEMBLY <br />2x STUDS (SEE TABLE <br />BB/51 FOR ADDITIONAL <br />\\ <br />BOUNDARIES, 6' O.C. EDGES AND <br />B <br />DIMENSIONS <br />DIRECTION OF GARAGE <br />ABOVE) <br />DETAILS <br />\; <br />8' O.C. FIELD <br />DOOR TRAVEL <br />USP HTT16 TYP. U.N.O. <br />USP <br />PLYWOOD <br />GsARAGE ENTRY PINI5HED <br />M45ONfRY DETAIL P <br />�o SEE N/54 <br />SPT22 <br />SHEATHING <br />SCALE: N.T.S. S <br />OA�N/,�G P.T. BOT. PLATE <br />RECESS <br />SP <br />WALL ELOW <br />5/8'X10' J-BOLTS a 24' O.C. <br />LINTEL <br />5PT4 <br />USP <br />MAX. (MIN. (2) PER BOTTOM PLATE) <br />+f HOLD DOWN CONNECTIONS <br />6PT4 <br />ALTERNATE: <br />. <br />NOT REQUIRED 9 BEARING <br />'- " <br />- <br />.. <br />5/8 DIA. ATR EPDXIED <br />BOTTOM OF MOUNTING B E <br />WALLS WITHOUT UPLIFT <br />.•. e. <br />` • ' <br />. e a` <br />° <br />MIN. 6' INTO BOND BEAM <br />POURED CONCRETE BASE FOR <br />POURED CONCRETE BASE FOR� <br />BLOCK WALL. RECESSED TO BE 2' ABOVE FINISHED <br />2X8 P.T. BOTTOM <br />a 24' O.C. <br />SPACE FOR GARAGE DOOR GARAGE FLOOR <br />WALL <br />i 4E,4D E R DETAIL O <br />PLATE <br />AND WATER SHED FORWARD <br />THIS DRAWING. <br />SCALE: N.T.S. 54 _ <br />FRAMING DETAIL5 ,450VE ENTRY <br />PARTIAL INTERIOR ELEVATION <br />5/8'XI0' 'J' BOLTS m 24' <br />O.C. MAX. <br />SCALE: N.T.S. CJ� <br />(MIN. (2) PER BOTTOM PLATE) <br />SCALE: N.T.S. <br />' Z <br />a nb ESa o-anoacna�na+?naaaano <br />DAN SCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p.813.645.0166 <br />f. 813.645.9698 <br />www.donscoengineenng.com <br />CA 25948 <br />o <br />CD <br />N <br />Z LLJ <br />OLn^ <br />0 <br />0 <br />o� °-, R <br />W U- n <br />ZH Q_ <br /><�Q o <br />z cn <br />W ZLu <br />w <br />J <br />CD <br />o <br />U � <br />> <br />X LLJ <br />w -j <br />w OL O <br />W :�i m <br />20 = <br />-.4- U <br />Q , z <br />Q <br />Q � � <br />Q � <br />zw Q <br />Q Z QL1 <br />F_ Z LU <br />O <br />c� <br />V <br />m <br />�O <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd = 108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = ±0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />02020 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />©2020-THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE DESCRIPTION <br />01.09.19 1.02 ROOF UNDERLAYMENT REV. <br />02.11.19 1.03 UPDATED CONNECTION <br />CROSS-REFERENCE TABLE <br />10.09.19 1.04 UPDATE BAR LAP SPLICE <br />DET. A/S3 & J/S6 <br />VERSION NO. 1.04 / 10.09.19 <br />Fp4N. <br />Y d d 5 h �b p, ✓{ „t�3 <br />CAN <br />!f� <br />•_� �I <br />°E, > C ; <br />t' <br />I <br />w <br />m <br />z O <br />J w <br />w U <br />52 <br />W (.� < Q <br />N Q� �v •.� <br />'a <br />00 <br />W 1)* * <br />w <br />Z Qw �w <br />t3 <br />z 4 <br />W0 El <br />SHEET TITLE: <br />SECTIONS, DETAILS, & NOTES <br />SHEET INFORMATION: <br />JOB NO.: 390743 <br />DATE ISSUED: 05.14.20 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />S4 <br />