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INSULATION REQUIREMENTS
<br />LOCATION R-VALUE / TYPE
<br />EXT GONG WALL R-4.1 HIGH PERM
<br />4tlb+bi>abR no:y6 oa; oaaa$C.O..
<br />EXT FRAME 2 x 4 R-it/R-13 KRAFT PAGED
<br />EXT FRAME 2 x 6 R-19 KRAFT PAGED
<br />R-30 BLOWN -IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />CONDITIONED CEILING 5/8'OR 1/2' HIGH STRENGTH (UN.O.) — W/ 2-16d TOE NAILS 1@ EACH END DANSCO
<br />CINStALL BAFFELS At EAvE) (OR 5/a' GYP. TYPE 'X" g GARAGE
<br />W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ENGINEERING, LLC
<br />GARAGE SEPARATION R-it/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN P.O. BOX3400
<br />(GsARAGE / L I VING3) TRUSS ALIGNED WITH STUD BELOW 1/2'OR 5/8' HIGH STRENGTH BOARD Apollo Beach, Florida 33572
<br />REFER TO UNDERLAYMENT TABLE ON SHEET SNI FOR S.P.F. DOUBLE (U.N.O.) (OR 5/8' GYP. TYPE 'X' o TRUSS BOTTOM CHORD OR 2x4 p. 813.645.0166
<br />UNDERLAYMENT REQUIREMENTS 8'x8'x16' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-1(od TOE NAILS f.813.645.9698
<br />> www.danscoengineering.com
<br />3/8' MORTAR BETWEEN COURSES =` 2'x S.PF. (OR EQUAL) STUDS 9 16' or. U.N.O. ABOVE) g EACH END CA 25948
<br />12 PRE ENGINEERED WOOD TRUSS A 24' O.G. U.N.O. USP 5PT24 — _
<br />HURRICANE ANCHOR 10 EACH TRUSS ll II II II
<br />CONNECTOR S.F.F. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ZTP.) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. ° 11IIII 1/2' CDX PLYWOOD OR l/16' D.S.B. - (I) ROW 2x BLOCKING g MID HGT. FOR WALL LISP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN o
<br />---------�I--��---- ---��___- _��___ ------ TRUSS ALIGNED WITH STUD BELOWuj
<br />o
<br />UNDER EA. TRUSS r---'�------ r-------- --- �r------'r--- SHEATHING REQ'D. FOR ALL HGT. < 8'-6'. (2) ROWS 2x BLOCKING g 3rd 1f2' GYP. W.B. MIN. g GARAGE SIDE
<br />u u u u u
<br />ll n u u n ' Z
<br />OISTURE BARRIER n II a II n EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > 8 -6 . IF APPLICABLE 2'x S.F.F. (OR EQUAL) STUDS a 16' O.C. U.N.O.0
<br />INSULATI B ROOF COVERING u u II n INDICATED ON THE PLAN. ATTACH
<br />L----JL------ L _------JL—_-------JL---------JL SEE THIS SHT FOR INSULATION CHART (1) ROW ?x BLOCKING ®MID HGT. FOR
<br />1/16' 0.S$. MIN. (FOR SHINGLE) OR 19/32' OSB-------- �r------------------- ---�-- SHEATHING W/ 8d COMMON NAILS aT o 0
<br />u u u n WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART f- o
<br />Ln
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON II u u ll 3/8' MORTAR BETWEEN 4' O.C. A BOUNDARIES, 6' O.G. 6 9 3rd PTS FOR WALL HGT. > 8'-6'. < Lnn rMi
<br />SHT. SNl 8 x4 xl6 NOMINAL n u II r EDGES, AND •T 12' O.C. ,9 FIELD USP SPT22 CONNECTOR ^ ^ " 0- cn
<br />BLOCK WITH 3/8' L --- ---JL --- _------JL-----JL-- ---__ SLAB 4 BLOCK USP SPT22 CONNECTOR 5/8 x 10 J BOLT 24 O.C. W/ LLI U_
<br />ELEV. VARIES ,�----- ��_--------,�--------- ------ -, --- 2 x 3/I6 PLATE WASHER (TYP.) ¢ 0 � in
<br />MORTAR BETWEEN u u u - II 5/8'0 x 10' 'J' BOLT a ¢ '
<br />COURSES CUT TO ° ll _ II 2x P.T. BOTTOM PLATE ~
<br />5/8, OR 1/2' HIGH t ll ii u n 24 O.G. W/ 2 �x3/1ro 2x P.T. BOTTOM PLATE 2 6 x (o WIA x W1.4 WWF OR F15ERMESH Q F- ¢ 00
<br />STRENGTH CEILING ALUMINUM SLOPE. t II ``� II 6 x 6 WL4 x WL4 Ln
<br />DRIP EDCxE L L------ L------ — _—--JL------JL---- ELEV. 0'-0' PLATE WASHER (TYP.) 3 I/2 MIN. z BOARD PER CODE (OR r--------,r----�r----- z' z
<br />u u n ° a AFF. WWF OR FIBERMESH W
<br />ALUMINUM FASCIA ELEV. -0 -4 1/2 L---------JL— _—JL_---- --J �— — — y
<br />5/8' GYP. TYPE 'X' w -- a � Z 3 I/2' MIN. _ _ _
<br />GARAGE WIA HABITABLE 12' O. 2x SUB FASCIA AFF. a a 4 , p ° o ° ° a _ n ELEV. -0 -3 1/2 - - - - - - - - - p
<br />ROOM ABOVE) 2 VENTILATED a a ° °n ° n o AFF 0 _ - - - '� D — —p—p T YrD— — \ D C p • �\ \�j 3 1/2"(min.)
<br />W/DRYWALL SCREWS 9 i' SOFFIT ° ° a 2x4 CONT.� ° LL - - - — ° e \\\� 3 1/2'lmin.J- 4" �/ - 3 1/)' (mir .,\TQ 4\\ /�/// //
<br />O.G. CEILING 4 8' O.C. ° a o • / \ / \ \ \ \ 6 MIL VAPOR
<br />WALLS 8'x8'X16' KNOCK -OUT ° H... a ° / \ \ \ \ \ BARRIER
<br />la: ° a ° 3 1/2'lminJ - 4' ;' /
<br />BLOCK W/ 105 CONT. a e - \ /\ �� /
<br />SEE THIS BHT FO GARAGE DEPTH VARIES � \\ ,\ \ `,` �\ \ \ \ 6 MIL VAPOR (2) *5 CONT. � i - � � U
<br />INSULATION CHART FILLED SOLID a a a o o �j/� \� BARRIER 4 14 8
<br />W/GROUT (2) "5 CONT: U.N.O. MIN. li
<br />Ix2 P.T. HORIZONTA 8' C.M.U. TYPICAL 8" X
<br />NAILER TYPE "S' MORTAR U.N.O. MIN. ALTERNATE Ti'PICAL BEARING w >Q
<br />STD.90°HOOK (SEE DETAIL) ARCHITECTURAL ���� SLA� AT STEP TYPIC,4L BEARING WALL e ST"EP , C WALL e STEP W10 5�•-IEAR WALL CC W C >
<br />SEE
<br />THIS
<br />B CHART FINISH SCALE: 3/4'=1'-0' S3 SCALE: 3/4 =1 -0 5.3 SCALE: 3/4'=1'-0' S3 = O
<br />Cn It Q
<br />Ix2 PT WD FURRING e 24' O.G. Q 0-
<br />I/2' GYPSUM WALLBOARD U.N.O. 2x S.PF. STUDS 16' O.C. � ~\�� �' � Q N J
<br />ll)05 VERT. IN FILL `�' � O Q
<br />CELLS (SEE 2x STUD I/2' OR 7/16' OSB MIN. PLYWOOD SHEATHING �,�
<br />FOUNDATION PLAN LOAD BEARING O I I NAILED W/ 8d COMMON NAILS s 4' O/C \/ Q �- Q
<br />Ix4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' C.M.U. BOUNDARIES, 6' O/C EDGES, AND 12' O/C FIELD. e'er, z C) cn
<br />3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING g SEAMS. a�J w
<br />4'x4' INSPECTION I I I'x P.T. STUD \\ ✓-`" (1) ROW 2x BLOCKING 6 MID Z �
<br />MIN. 2500 PSI CONC, SLAB M (2) ROWS OF 2x BLOCKING � � �G
<br />MIN PSI MAY VARY PER �n PORT AT EACH N 2x STUDS g 16 O/C /. HGT. FOR WALL HGT. s 8'-6'.
<br />FILLED CELL SEE GC/53 OR '5 VERT. IN FILLED CELL THIRD POINTS NOTE: LO
<br />MUNICIPALITY. EE THIS SHT FOR INSULATION CHART �.?:� l2) ROWS 2x BLOCKING � 3rd (� (�
<br />tu TYPICAL G/53 FOR ANCHOR 5/8'x6' 'J' BOLTS C SEE SECTION C/53 FOR PT5 FOR WALL HGT. > 8'-6'. CL
<br />CONCRETE SLAB W/ 6X6 BOLT INFO. g SEE THIS BHT FOR INSULATION CHART l/8' STUCCO FINISH PER A5TM C. 926 APPLY ADDITIONAL INFORMATION
<br />NOTE:EXTEND BOLT 24 O.G. VERT.
<br />WIAXWIA WWF OR 'FIBERMESH' 0 DECO FINISH 4' to OR 5/8' x 6' EPDXY 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' GYP. WB (MIN.) 6 GARAGE
<br />41 BOLT METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW 9O°NOOK DETAIL SIDE IF APPLICABLE.
<br />6' BELOW GRADE •USP 5PT22 TYP. I 5/64 x 10' 'J' BOLT 9 24'O/C W/ 2'OX EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN - - - USP SPT22 CONNECTOR
<br />K.O. BLOCK 5/8'4 EXPANSION BOLT 1924 ' O.C.
<br />- 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) 2x P.T. PLATE TO THE BEST OF THE ENGINEER'S
<br />2x P.T. PLATE W/ l EMBEDMENT (MIN. SHEAR
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />2m°_MIN. _L_AF _ 3500 , MIN. TEN51ON 2600 )
<br />ASSUMED FINISHED MIN. 2500 PSI CONCRETE SP SPT22 EA. STUD M >,
<br />� PLANS AND SPECIFICATIONS COMPLY WITH
<br />M / —s — SPACE ANCHOR BOLTS 6TH EDITION )2017) FLORIDA RESIDENTIAL
<br />+ + GRADE SLAB W/ 6 x 6 2X P.T. PLATE 'S REINFORCING a 6' MAX FROM END OF 6 x fo WIA x WIA E BUILDING CODE, SECTION R301 FOR
<br />6 MIL VAPOR // \�' z z W1.4 x W1.4 WEEP SCREED INSTALLED PER "3 OR +'4 REINFORCING BAR
<br />BARRIER 4 \ � MONO OR STEMWALL - - - - - - - - - BAR � � ' 140 MPH iVasd = lUBMPH), 3 SEC. GUST,
<br />0 2 x PLATE WII DR FIBERI�IESH `r EXPOSURE as ENCLOSED (INTERNAL
<br />WWF OR IBER'IESH MANUR 4 FRG SECTION R103.1.2.1 M PRESSURE COEFFICIENT = 30.18) WIND ZONE
<br />/ b • D • \� FOOTING MONO SHOWN p o ° E — #34 L,AP SPLICE r u - - ° - - - - - - - - - - -- — -- —
<br />COMP. SOIL. ICOMPAGTED / \ D D ° - I THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />I ``II / SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />\ °� FOR CLARITY ° ° D. D 1\V �, �� - ° .D ? L.�J- 4� ° p. AFTER THE DATE IT IS SIGNED AND SEALED.
<br />Y NOT BE
<br />TO 95q° MODIFIED // / / / ° p� FINISH CzRADE� 25` MIN LAP D OFTHIS DRAWINGONLY.
<br />PROCTOR ASTM D155i) ,� ,� ,�\\,�\ �\ °. � � � �� Z M / , p �_--._-- - - W. ----- - - -
<br />NOT G /// /// ///\ // / �-- --� — a /\\ D p \ \ RREEPRODUCE.D IN ANY MANNFR WPLAN ITHOUT WRITTEN
<br />3' MIN. CLR STD. 90°HOOK + RO BEARING WALL & \\j\\j\\j\\ 6 MIL VAPOR BARRIER / o. �\\/\\< - 'S REINFORCING BAR R 1 1/8, W / \// CONSENT FROM LENNAR CORPORATION.
<br />(2)'5 REBAR CONT. ON (SEE DETAIL) W/ UPLIFT ONLY \ o /\�j\ / "5 LAP SPLICE �% \ /\\\ \\\ \\ j (02018- THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />3' CHAIRS TYP. U.N.O. 4' 1'-4' (2)'S CONT. /� �/ /// 6 MIL VAPOR THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />\\�/\\\�\\�\ • , ° /\ \ \ ON 3' CHAIRS BARRIER OR UNAUTHORIZED USE IS PROHIBITED.—
<br />T''FICAL WALL 5ECTION ,L1, % /\�/, \��\��\��\//� COMP. SOIL. (COMPACTED T \ / 3�' MIN. LAAAA __-_ (TYP.) 8 1-4 a _ _ REVISION:
<br />95% MODIFIED PROCTOR ASTM \ / / //� ---- Imo' DATE DESCRIPTION
<br />SCALE: 3/4' = 1'-0" D D1551) .\\\\ \ -
<br />S3 FRAi"fE I.UALL TO C.1"f.U. WALL CONNECTION
<br />12.19.17 1.00 6TH AT (2017) FBC
<br />4' I'-4' / --"6 REINFORCING BAR *S STD. �JO°NOOK 1/ /� __ _ UPDATES _
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4Y'-0' S3 � LAP SPLICE T I PICAL INTERIOR UPDATEDCONNECTION
<br />ADDITIONAL SLAB INFORMATION. �JJ 06.08.18 1.01 ANDSTARFSTRAP CROSS-REFERENCE TABLE
<br />T1'PIC,'4L EXTERIOR FRAi" fE �UALL FOOTING E REBAR DETAILS P BEARING WALL W1 UPLIFT - — -
<br />NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT � ------------- -
<br />13' BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" �J3 SCALE: N.T.S. SCALE: 3/4' =1' -0' - - -
<br />ADDITIONAL SLAB INFORMATION. 53 53 VERSION NO. 1.01 / 06.08.18
<br />PAVERS O.HD• RECESS
<br />I
<br />b x WIA x W1.4
<br />- WWF OR FIBERMESH c
<br />� I -III-III--_III III III- 3 1/2 "(m1n )- 4 4 _
<br />1=11 4' - a 6 MIL VAPOR -
<br />-III=III II / � GRADE
<br />_
<br />= — - BARRIER
<br />I I_I I I III=1
<br />I� III I_I- L APOR
<br />BARRIER
<br />SEE A/53 OR J/S6 _ iL II I= I LI -III: 4" g^ 3h
<br />FOR REINF. INFO. 3' MIN. CLEARANCE MIN. coo
<br />1'-8' (2 STY) (1) ROW 2x BLOCKING MID HGT. l 1/2 GYP. BD. T I"FICAL TNICiKENED SLAP EDGE L `"
<br />HOLD GYP. BD.
<br />FOR WALL HGT. <_ 8'-6', (2) ROWS P.T. 2x 2 1/2' FROM SLAB SCALE: 3/4'=1'-0' S3
<br />G,4R,4CzE DOOR SLAB RECE55 JJ 2x BLOCKING 9 3rd PTS FOR 01_01 CONT, BEAD SEALANN mt—
<br />WALL HGT. > 8'-6' - - 2X STUDS m 24' O.G. UN.O. Lu
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 4 w� _
<br />BLOCK WALL BEYOND H Q z
<br />ADDITIONAL INFORMATION. I/2' GYP. WB (MIN) GARAGE SIDE 3 1/2' INTERIOR G,4RAGE H 0 �, >- N
<br />IF APPLICABLE. 13 -- MASONRY WALL AND MASONRY WALL AND Q
<br />04
<br />ARIE t PAD FOOTING PAD FOOTING Lu w = o
<br />RECESS FOR SGD. 6 x 6 W1.4 x WIA 1/4' DIA. X 3 1/4' TAPCONS 24' EXPANSION JOINT O.H.D. RECESS �., I 1/2 GYPSUM WALLBOARD U.N.O. EXTEND FILL CELLS LIJ >_
<br />2x P.T. PLATE s� S W/ DRYWALL SCREWS A WO.G. Z �
<br />SEE PLAN WWF OR FIBERhESH O/C 4 9 6 MAX FROM END OF 2 x CONCRETE NAILS W/ 1 V4 8 MASONRY WALL To FOUNDATION PAD ¢ W = LL'
<br />E (2)'5 CONT. ON 3' PLATE 4 ; EMBEDMENT 12' O.C. STAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. Z `" ~
<br />CHAIRS (TYP.) 6 x 6 WL4 x W1.4 FROM BOTTOM PLATE TO CONCRETE (MIN. t, E -
<br />- - - M �� « r n CONT. FOOTING STEEL 6 MIL VAPOR v W
<br />- - - ` T e WWI-- OR FIBERPIESH M / // ° / / SHEAR 180 MIN. TENSION 120) 2 J� GONT. BEAD SEALANT BARRIER M ---- -
<br />a
<br />\j\\� CONCRETE SLAB '~ 6 x 6 WIA x WIA E c0 SHEET TITLE:
<br />6 MIL VAPOR o a / --- - -- �n WWF OR FIBERIESN N SECTIONS, DETAILS, & NOTES
<br />j BARRIER / D / / \\ 6 MIL VAPOR 8J - -� - - _ - z z z \\\\ _ •\\\\\\' Lll (MONO)
<br />�\ o ° \ \ / / \/ BARRIER - r - - ---- - - __ - - - J - -- -- / O w w N \/\\ \/\/� Z
<br />\ � %\ • • • • z SHEET INFORMATION:
<br />\\\ 6 MIL VAPOR SEE A/53 OR /� // M 6 MIL VAPOR\\ v \ \ \ \ \ \ JOB NO.: 381320
<br />\ /\\ �\ i BARRIER J/S6 FOR REINF. 3' MIN. CLEARANCE BARRIER / // // // // / // // OOTING u SEE A/53 FOR 4' l _4, 8' //i. �/ �/ ,
<br />\ \/\/\/\/ \/\� DATE ISSUED: 10.09.18
<br />REINF. INFO. OPTION #� 8' I'-4' 8' INFO. 1'- 4' ll STY) \/\\//\\//\\/� / \/3\MIN. BEYOND DRAWN BY: LF
<br />SEE TYP. WALL SECTION FOR i -8 (2 STY) 4' 4" PAC) CLEARANCE
<br />ADDITIONAL SLAB INFORMATION. TYPICAL INTERIOR BEARING FOOTING WIDTH REVIEWED BY: TH
<br />GARAGE DOOR 5LA8 RECESS J INTERIOR WALL SLAB STET= NON-BRG. K SEE SCHEDULE
<br />SLAB STEP 4 RECESS a 5_G.D. 1„I WALL UJ/OUT UPLIFT GG — --- PAT10 COLUt-IN FTC. DETAIL K"N
<br />SCALE: 3/4'=1'-0' SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'=I'-0' S3 S 3
<br />53 53 ADDITIONAL INFORMATION. SLAB INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. CJ3
<br />ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION.
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