|
REFER TO UNDERLAYMENT TABLE ON SHEET SNI
<br />S 8 8
<br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE:
<br />-- — —� — — ------ DO
<br />— 12 (2)LAYERSFOR 2:12 <SLOPE <4:12
<br />❑ SEE ELEY. (1) LAYER FOR SLOPE > 4:12
<br />(TY .)
<br />F
<br />P
<br />NT O 2N FLOOR ❑ VE R D R
<br />SO I AREAS A L D RE RE SO I A AS A L D RE RE �
<br />PRE-ENGINEERED WOO PRE E EERED D TRUSSES 24 O.C.
<br />VERTICAL JAM E
<br />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)
<br />I/2' MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 DOUBLE 2x4 5.P.F. TOP PLATE
<br />INTERIOR SAW CUT TO 10 I/2' SAW CUT t0 10 1/2' FULL Sx8x16 BLOCK
<br />STANDARDSI MIN. CONCRETE). ANCHO S MAY COUNTERSUNK (BUT NOT ER R L
<br />3 DIA. TEE PR BE ER B E
<br />1/8 STUCCO FINISH
<br />O N SH P ASTM C. 926 A WA PER APPLY 3 LAYERS
<br />WALL
<br />YER
<br />THREADED 3' X ION 3/4 FURRING SCRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. ❑ ❑ ❑
<br />RE DED DIA. E TENS
<br />HORIZONTAL JAMBS DO NOT TRANSFER LOAD. W/ TOTAL THICKNESS 1/8' OVER METAL LATH, FIRST 2
<br />1/2' GYPSUM BOARD Gk DOOR OPENING DOOR OPENING DOOR OPENING—� LAYERS 3/8' THICK EACH. 3RD LAYER 1/8' THICK (SEE
<br />SCREW OFF GAP (3' DIA.) W/ DRYWALL WALL
<br />LIS NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO)
<br />❑ El
<br />FOR CLEAN -OUT SCREWS G 8' O.C. OR a CRICKET AS
<br />❑
<br />4d DRYWALL NAILS a DOOR STOP EXTERIOR� REQUIRED
<br />e a A a MOLDING WALL ❑ ❑ ❑ USP SPT24 EA, STUD
<br />a
<br />MIN. EXTENSION FROM EXTERIOR GARAGE ❑ — — — ❑
<br />F01- I/2' EXTERIOR GRADE
<br />FACE OF BLOCK WALL IS 11/2' DOOR — — — — — — —n� — — — — — — — SHEATHING FASTENED TO
<br />MAXIMUM EXTENSION FROM 15T COARSE 2ND COARSE 3RD COARSE TRUSSES WITH Sd COMMON WIRE
<br />EXTERIOR FACE OF BLOCK WALL TO DRAIN 2x6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED t0 THE NAILS a 4' O.C. BOUNDARIES, 6' BLOCKING (TYP)
<br />IS 2 i/4' O.G. EDGES 4 8' O.C. FIELD
<br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE II' DOOR JAMB WALL IS TO BE
<br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS a IV O.C.
<br />WALL CLEAN -OUT ,4 (2) 2x4 PT STUDS UNDER HIP
<br />SCALE: N.T.S. �,4 DOOR TRACK 1„1,4SONR�I' L ,4�I'OUT CARRIER/GIRDER TRUSS =_
<br />W/MOUNTING ANGLE SCALE: N.T.S. IL
<br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP WTA20 s EA. STUD
<br />REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MAIN SPAN
<br />SHEETS FOR INSTALLATION INFORMA1' TION BMOISTURE BARRIER ROOF TRUSS
<br />MANUFACTURER UPLIFT CONNECTOR
<br />T�'P I C,4L SECT 101�1 �a-IRU l,U IND OI,U T1'PI C,4L GARAGE DOOR BUCK {< 8'x8'x16' Ko. BLOCK W/ (1) 05 (SEE SCHEDULE)
<br />SCALE: N.T.S. CONT. AND FILLED W/ GROUT
<br />j (1) "5 VERT. IN CONC. FILLED CELL
<br />W/ STD, 90o HOOK IN KO. BLOCK
<br />REFER TO UNDERLAYMENT TABLE ON SHEET SNI ALT. KNEEWALL A50VE MASONRY WALL DETAIL 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 S4
<br />(1) LAYER FOR SLOPE >_ 4.12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2)16d TOE
<br />(tYP) SEE ELEV. per -ENGINEERED WOOD TRUSSES 9 24'O.C. BLOCK W/ (1) FOR CONCRETE PLACEMENT -7 NAILS a EACH END
<br />UPLIFT CONNECTOR (SEE SCHEDULE)
<br />DOUBLE 2x4 SPF. 02 TOP PLATE
<br />2x S.P.F. STUDS 9 16' O.G.
<br />CRICKET AS REQUIRED
<br />USP 5PT24 m EA. STUD
<br />1/2' EXTERIOR GRADE SHEATHING
<br />FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYP.)
<br />WIRE NAILS m 4' O.G. BOUNDARIES, 6' O.C.
<br />EDGES 4 8' O.C. FIELD
<br />®ice!_
<br />�'ll�l�l■�I�I�!��I�
<br />■
<br />ij�
<br />■■II
<br />,. Hoor,uLINTEL BEAM W1 (1) 05 CONT. IN OPENINGS
<br />GREATER THAN _ " O. ON -
<br />OPENING
<br />: - .NFOLOCATION'
<br />19I1
<br />Illl�
<br />_■■
<br />dill
<br />IIII�
<br />■■ill
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<br />IIII�
<br />■■ill
<br />III■■
<br />�Ilil
<br />■■lii
<br />III■■
<br />�IIBI
<br />IlII�
<br />2'x BUILT-UP COLUMN
<br />w
<br />DOUBLE 2x TOP
<br />TOP SPLICE
<br />PLATE
<br />°°°° 18-10d NAILS
<br />2 ROWS 10d 3' O.G. (14 NAILS TOTAL)
<br />°°,°
<br />2x TOP PLATE
<br />2-16d NAILS 0 24' O.G. OR
<br />��"
<br />0000
<br />° °
<br />EQUAL TO TRUSS BOTTOM
<br />2x CRIPPLES A IV O.C.
<br />7"
<br />5/8'DIA. X 12' EPDXIED ATR
<br />CHORD OR BLOCKING
<br />��jN
<br />— W/ MIN. 8' EMBEDMENT
<br />2x STUD 0 24'
<br />�c 10d � 8' O.C.
<br />O.C. MAX.
<br />2x BLOCKING a EACH END W/ 10d/ST
<br />qN�F
<br />PROVIDE PAR NAILS OR
<br />9 4' O.G. FROM EACH HEADER
<br />2x P.T. PLACE EQUAL 0 12' O.G.
<br />FACE TO BLOCKING
<br />Yp
<br />STAGGERED FROM BOT,
<br />SEE A/63 FOR PLATE TO CONCRETE
<br />(2) 2x HEADER PER PLAN
<br />NOTE :
<br />o UPLIFT= 31� (SYP 02)
<br />• YP
<br />REINF. INFO.
<br />2x BOTTOM PLATE W/ (1) 10d 8'
<br />PLATE LENGTHS MUST BE
<br />VARIES O.G. TO EACH HEADER FACE
<br />AT LEAST S'-0' LONG. (TYP.)
<br />BOTTOM SPLICE
<br />__ = NOTES: TYPICAL INTERIOR NON- OVER STUD
<br />1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. BEARING WOOD FRAME WALL 2 x ro (MIN.) I=R,4ME J5P HTTI(o N
<br />USP 5PT22 m EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION W,4LL HE,4DER DET,4IL 1 TOP PLATE SPLICE DETAIL SCALE: NTS
<br />PORT g EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. S SCALE: N.T.S. S S
<br />2x P.T. PLATE Cj�
<br />O VERIFY THAT ALL REINFORCEMENT HSCALE: N.T.S.
<br />AS BEEN PLACED F= 2240 LBS NOTE: EPDXY TO BE SIMPSON
<br />5/6' x 10' V BOLT m 24' O.C. MAX ROOF TRUSS PROPERLY. SET-XP OR EG2U1\/ALENT
<br />W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
<br />6'XS'XI6' KO. BLOCK W/ (1) 05 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO &'-0' IN WIDTH DO NOT USP USP C
<br />CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
<br />FLOOR PLAN.
<br />(1) S VERT. IN GONG. FILLED CELL TYPICAL FILLED LINTEL ASSEMBLY C
<br />W/ STD, 90' HOOK IN KO. BLOCK
<br />KNEE WALL ABOVE MASONRY WALL DETAIL F -SCALE: N.T.s. S�
<br />SCALE: N.T.S. S
<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 LSTA30
<br />4' - 9'
<br />(2)
<br />(3)
<br />(2)
<br />(2)
<br />(1) USP LSTA30
<br />9' -16
<br />(3)
<br />(3)
<br />(2)
<br />1 (3)
<br />(2) USP LSTA30
<br />fF USP SPT4 SPT24
<br />USP SPT4
<br />SPT24
<br />USP SPT4
<br />ROOF TRUSS ABOVE
<br />2x TOP PLATE 2x BLOCKING
<br />����� \ \
<br />2x STUDS s 24' O.G.
<br />OVERLAPPING
<br />\\
<br />ATOED
<br />5/8'xIO' 'J' BOLT
<br />\
<br />N
<br />(2) lbd TOE NAILS
<br />24' O.G. MAX.
<br />MIN. (2) PER
<br />\ \
<br />\\
<br />TRANSOM
<br />10d NAILS 6 6 O.G.
<br />STAGGERED EA BLOCKING
<br />BOTTOM PLATE 2x P.T.
<br />TRANSOM FRAMING \�\
<br />FRAMING
<br />FORM CONCRETE INSET TO SECTION PLATE SEE SECTION AA/Sl \ 2x8 WALL ABOVE
<br />WIDTH OF OPENING VARIES �}" CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND 55/51 FOR \ ENTRY
<br />1/2'X9 I/2' PLYWOOD WALL ABOVE'1. ADDITIONAL DETAILS
<br />SEE FLOOR PLAN NOTES USP SPT22
<br />K.O. BLOCK W/
<br />SCRAP MATERIAL FOR REQUIRED USP 5PT4 I J-BOLTS ® 24' O.G. (1) 05 CONT. 4 FILLED
<br />CONNECTION USP SPT4 USP SPT4
<br />LLJST�Ii/,�,� (2) ROWS 12d NAILS STAGGERED RECESS
<br />BLSM/' MAX
<br />5/8'Xi0' J-BOLTS
<br />m 12' O.C. EACH FACE OR • • � 2'-0' O.C.
<br />(3) ROWS 12d NAILS STAGGERED (1 112x P.T. PLATE
<br />MOUNTING BASE NOT FORM CREATES CONCRETE RECESS TO
<br />12' O.C. FOR 2xU0 OR GREATER e ° ' MASONRY WALL
<br />SHOWN FOR CLARITY MOUNTING BASE SHOWN IN 2x4 INOM.) RECEIVE GARAGE DOOR AND TO ALLOW HEADER 2X8 P.T. BOTTOM PLATE
<br />SEE DETAIL BELOW POSITION FOR WATER SHED.
<br />2x CRIPPLES '�
<br />EAT FOR BLOCK IS POURED 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH IV O.G. W/ (2) 12d
<br />IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'x10' 'J' BOLT 0 24' O.C. MAX.
<br />C (MIN, (2) PER BOTTOM PLATE)
<br />GARAGE FLOOR SLAB Sx8x16 C.M.U. (2) 2x HEADER (SEE PLAN)
<br />TROWEL FINISH ERALTEE � (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THI5 FORM. ANY 1 USP SPT4 SPP24 USP SPT4 G
<br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END INTERIOR HEADER
<br />FOPEFORWARD C PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1) 2x SILL PLATE W/ 10d NAILS ®4' O.G.
<br />R DRAINAGE
<br />GARAGE FLOOR 10d NAILS '� (2) 12d TOENAILS. � _ A 10d NAILS � 6' O.C.
<br />STAGGERED STAGGERED
<br />;. G;ARAGE ENTR'I' FORM DETAIL 8' O.C. TYP. Box EXTERIOR HEADERS — — —_
<br />HEADER (1)2x SILL PLATE W/ TRANSOM FRAMINCx
<br />SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING ��� \ o o BEYOND.
<br />TABLE ABOVE) LARGER THAN 4 FT. (2) 2x TRRANSOM ILED TO
<br />MOUNTING BASE DETAIL GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \ FRAMING
<br />EADPLYWOOD
<br />. SIE SCALE: N.T.S. TRANSOM FRAMING \\�� PLYWOOD FASTENED TO TRUSSES o E SHEATHING
<br />GARAGE DOOR ROLLER GARAGE DOOR TRACK�u
<br />SEE SECTION AA/51 AND \\ \ W/ Sd COMMON WIRE NAILS ®4' O.G. cj1�
<br />SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE CABLE BB/SI FOR ADDITIONAL \� BOUNDARIES, 6' OG. EDGES AND B
<br />DIMENSIONS DIRECTION OF GARAGE V8' O.G. FIELD
<br />DETAILS
<br />ABOVE)
<br />DOOR TRAVEL USP HTTI6 TYP. U.N.O. 1 USP PLYWOOD
<br />GARAGE ENTRY FINISHED MASONRY DETAIL SEE N/54 SPT22 0 SHEATHING
<br />SCALE: N.T.S. CJ� I CAFN/ P.T. BOt. PLATE RECESS SPT4 MASONRY 0
<br />USP SPT4 HOLD DOWN CONNECTIONS LINTEL P WALL BELOW 5/8'X10' J-BOLTS a 24' O.G.
<br />MAX. (MIN. (2) PER BOTTOM PLATE)
<br />;•
<br />g , e NOT REQUIRED a BEARING ALTERNATE:
<br />WALLS WITHOUT UPLIFT A A. • a'. 5/8' DIA ATR EPDXIED
<br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E • ' ° MIN. 6' INTO BOND BEAM
<br />BLOCK WALL. RECESSED TO BE 2' ABOVE FINISHED 2X8 P.T. BOTTOM g 24' O.C.
<br />SPACE FOR GARAGE DOOR GARAGE FLOOR WALL HEADER DETAIL Q PLATE
<br />AND WATER SHED FORWARD S�
<br />THIS DRAWING, SCALE: N.T,S. FRAMING DETAIL5 A50VE ENTRY
<br />PARTIAL INTERIOR ELEVATION 5/8'AO' 'J' BOLTS s 24' O.C. MAX. SCALE:: N.T.S. CJ�
<br />SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE)
<br />••
<br />��1F�s'•j� fir: ^•u�Sc��:6�,•�,.,�9;'y��?�••
<br />o^ ...NA::• Esc`
<br />DANSCO
<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.danscoengineefing.com
<br />CA 25948
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<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 />OFTHIS DRAWINGONLY.
<br />02019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019 -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
<br />DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19
<br />1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERSI.QN NO., 1 0 % 02.11.19
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<br />SHEET TITLE:
<br />SECTIONS, DETAILS, & NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390442
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S4
<br />
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