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INSULATION REQUIREMENTS
<br />LOCATION R-VALUE / TYPE
<br />EXT CONC WALL R-4.1 4GC 4 PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT PACED
<br />EXT FRAME 2 x �o R-15 KRAFT FACED
<br />R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />CONDITIONED CEILING 5/6"oR 1/2' HIGH STRENGTH (UND.) W/ 2-16d TOE NAILS s EACH END
<br />(INSTALL BAFFELS AT SAVE) (OR Va' GYP. TYPE 'X' 0 GARAGE
<br />GARAGE SEPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />(GARAGE / LIVING)
<br />R-11/R-13 KRAFT FACED TRUSS CTIONSDPROVID E((11)BUSPWITH WTW20 WHEN
<br />I/2'OR 5/8' HIGH STRENGTH BOARD
<br />ALIREFER TO UNDERLAYMENT TABLE ON SHEET SNI FOR S,PF. DOUBLE (UND.) (OR 5/8' GYP. TYPE 'X' g TRUSS BOTTOM CHORD OR 2x4
<br />UNDERLAYMENT REQUIREMENTS 8'x8'x16' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS
<br />3/8' MORTAR BETWEEN COURSES USP 5PT24 2'x S.P.F. (OR EQUAL) STUDS a 16' O.C. UXO. ABOVE) °EACH END
<br />12 PRE ENGINEERED WOOD TRUSS '� 24' O.G. U.N.O.
<br />HURRICANE ANCHOR e EACH TRUSS II
<br />CONNECTOR S.P.F, DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />I II a II USP SPT24 CONNECTOR CONNECTIONS, PROVIDE (1) USP HTW20 WHEN
<br />(TYP.) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. II II II II 1/2' CDX PLYWOOD OR 1/16' 0.5.5. (1) ROW 2x BLOCKING tv MID HGT, FOR WALL
<br />L_=_______JI __JL_= — __JL_________JL TRUSS ALIGNED WITH STUD BELOW
<br />UNDER EA. TRUSS r- ��------ r---------------�r---------ter--- SHEATHING REQ'D. FOR ALL HGT. < 8'-6'. (2) ROWS 2x BLOCKING 's 3rd I/2" GYP. W.B. MIN. 6 GARAGE SIDE
<br />I II II II II II
<br />OIStURE BARRIER i ii ii ii ii ii EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT.) 8'-6'. IF APPLICABLE ,
<br />INSULATI B II a II II II INDICATED ON THE PLAN. ATTACH 2 x S,P.F. (OR EQUAL) STUDS 9 16 O.G. U.N.O.
<br />ROOF COVERING L____JL__--__ ----------JL_________JL_____-__ SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING 9 MID HGT. FOR
<br />1/16' O.S.B. MIN. (FOR SHINGLE) OR 19/32' 055 r----------'�-----�r---------77--------- ------ SHEATHING W/ 8d COMMON NAILS 9
<br />II n II II WALL HGT, < 8 -6 , (2) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON II II II 3/8' MORTAR BETWEEN 4' O.C. 9 BOUNDARIES, 6' O.C. sl tv 3rd PTS FOR WALL HGT. > 8'-6'.
<br />SHT. SNl 8 x4 x16 NOMINAL II II II g USP SPT22 CONNECTOR
<br />II II II II SLAB 4 BLOCK EDGES, AND 12 Q.G. g FIELD 5/8 4 x 10 J BOLT a 24 O.C. W/
<br />ELEV. VARIES BLOCK WITH 3/8 L ___ _ ___JL______-- ____ __ --___ 2'� x 3/16' PLATE WASHER (TYP.)
<br />---- ,�_--------,�----- ----- USA SPt2. CONNECTOR
<br />MORTAR BETWEEN a II II = II E,00 x 10' V BOLT
<br />COURSES GUT TO I II n II n II 2x P.T.BOTTOM PLATE
<br />5/8' OR 1/2' HIGH u u - II 24' O.C. W/ 2'�x3/16' 2x P.T. BOTTOM PLATE 2" 6 x 6 WL4 x W1.4 WWF OR FIBERMESH
<br />11
<br />STRENGTH CEILING ALUMINUM SLOPE. II n II m _ II ELEV. 0'-0' 6 x 6 W1,4 x W1.4 3 1/2' MIN.
<br />DRIP EDGE L____ L______ L_______—_JL______ __JL____ _—JL PLATE WASHER ITYP.)
<br />-- -
<br />BOARD PER CODE (OR II II n ° a 4 AF.F. WWF OR F15ERMESH�p - T
<br />5/8' GYP. TYPE 'X' ALUMINUM FASCIA ELEV. -0 -4 1/2 L- ---_JL_---- __JL Z 3 I/2 MIN. _ °
<br />GARAGE W/A HABITABLE 12' O. 2x SUB FASCIA AFC. a a ° ° °.° a ° a ELEV. -0'-3 1/2'—---p-- - - --p— - - p = z -� - - - - T - o D °p ° p °� 3 1/2'(min.) TO 4"
<br />ROOM ABOVE) 2' VENTILATED ° d °a AFF. O - - e > °> ` „ \ \ ° • . /\ \/
<br />W/DRYWALL SCREWS a 1' SOFFIT ° ° 2x4 CONt.a ° - - - p — . ° \ \ 3 1/2"(mir;.)- 4° ! _ 3 1/2 (mir1 /)
<br />O.G. CEILING # 8 O.G. .. ° g.° ° . a: a °. d 61 3 1/2'(min.) - 4" ° • \ 6 MIL VAPOR \ \\ �\\/�\// BARRIER
<br />POR
<br />WALLS 8 x8 XI6 KNOCK -OUT
<br />° CxARACzE DEPTH VARIES \ (2) "S CONT. \ /
<br />SEE THIS SHT FO a I I Lv %//�/� 4 1 -4 8
<br />BLOCK W/ 1�5 CONT. \ \\ \ BARRIER
<br />FILLED SOLID
<br />INSULATION CHART WIC tr �. (2) *a CONT. / / \\� / U.N.O. MIN.
<br />Ix2 P.T. HORIZONTA 8" C.M.U. TYPICAL 4" 1'-4" 8„ 4L TE RN,4TE T*I'i� I C,4L SE,4R INCH
<br />NAILER TYPE 'S' MORTAR U.N.O. MIN.
<br />STD. 90°HOOK (SEE DETAIL) T"i"FIC,4L. 5E,4RINC-s WALL. '� STEP C,� W,4L.L_ 'a STEP W10 5HEr4R W,4L.L. CC
<br />ARCHITECTURAL C�,4R,4C�E SL.,48 ,4T STEi= � SCALE: 3/4"=1'-0" SCALE: 3/4'=1'-0'
<br />SEE THIS SHT FORFINISH SCALE: 3/4'=1'-0'J3 S3
<br />INSULATION CHART S3
<br />lx2 PT WD FURRING m 24' O.C.
<br />I/2' GYPSUM WALLBOARD UND. �
<br />(l) 05 VERT. IN FILL 2x S.PF. SCUDS g 16 O.G. �a�•-
<br />CELLS (SEE 2x STUD 1/2' OR 1/1V OSB MIN. PLYWOOD SHEATHING
<br />FOUNDATION PLAN LOAD BEARING O I I NAILED W/ Sd COMMON NAILS 9 4'O/C
<br />Ix4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' C.M.U. BOUNDARIES, V O/C EDGES, AND 12' O/C FIELD.
<br />3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING g SEAMS.`"
<br />MIN. 2500 PSI GONG. SLAB FOR INSPECTION I I 1'x P.T. SCUD ll) ROW 2x BLOCKING MID
<br />"' PORT At EACH � (2) ROWS OF 2x BLOCKING g 2x SCUDS a 16' O/C
<br />MIN PSI MAY VARY PER `� /' HGT. FOR WALL HGT. <_ 8'-V.
<br />MUNICIPALITY. FILLED CELL SEE CC/S3 OR "5 VERt, IN FILLED CELL THIRD POINTS NOTE:
<br />E THIS SHT FOR INSULATION CHART "�'E' (2) ROWS 2x BLOCKING a 3rd
<br />TYPICAL S/S3 FOR ANCHOR>40 SEE SECTION C/53 FOR
<br />5/8'x6' V BOLTS PTS FOR WALL HST, > 8'-V.
<br />CONCRETE SLAB W/ 6X6 � —NOTE.-EXTEND BOLT INFO. BOLT m 24' O.C. VERT, SEE THIS SHT FOR INSULATION GHARt 1/8' STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION
<br />W1.4XW1.4 WWF OR 'FIBEf�1"fESH' 0 DECO FINISH 4' to OR 5/S' x 6' EPDXY 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' SYP. WB (MIN.) 0 GARAGE
<br />6' BELOW GRADE BOLL METAL LATH, FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW 50°1-}DOK DETAIL SIDE IF APPLICABLE.
<br />I USP 5PT22 CONNECTOR
<br />•USP SPT22 TYP. 500 x 10' V BOLT a 24' O/C W/ 2'OX EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN 6 <0, BLOCK ,
<br />� - '- 5/8 � EXPANSION BOLT g24 'O.C,
<br />2x P.T. PLATE 3/16' PLATE WASHER TYPICAL SECTION 4A SHEET SN FOR ADDITIONAL INFO.) 2x P.T.PLATE
<br />_ W/ 1' EMBEDMENT (MIN. SHEAR
<br />-USP SPT22 g EA, STUD _� 35000 MIN. TENSION 2600)
<br />N / / ° 4 p I ASSUMED FINISHED MIN. 2500 PSI CONCRETE �_-. 2? MIN, l_�,P -_ SPACE ANCHOR BOLTS « w
<br />2X P.T. PLATE «5 REINFORCING
<br />GRADE SLAB W/ 6 x 6 6' MAX FROM END OF 6 x 6 W1.4 x W1.4 =
<br />6 MIL VAPOR // p ��' �° z W1.4 x WI.4 WEEP SCREED INStALLEp PER M BAR p 2' x PLATE WWF OR FIBERMESH N
<br />/ b j - - - - - - - z WWF OR IBERMESH MANUF. 4 FRG SECTION R103.12.1 #3 4 #� LAP INGING BAR - - U ° ° D - m ,
<br />BARRIER / : p • 4 �\ N MONO OR STEMWALL —° _^ - - - - - - - - - - - -
<br />COMP. SOIL. (COMPACTED \ - FOOLING MONO SHOWN p p D o_ �_ o p
<br />\ FOR CLARITY ° ° ? y - � m p
<br />TO 95% MODIFIED // / /\/ p °D ° > FINISH GRADES F 2 ' MIN. LAP
<br />PROCTOR ASTM D1551) �\ ,�\ p ° _ _ z m / p- - -
<br />NOTE: /// /// ///\ � // . p __ — c!J � \,\\\ \ p • • \ \ \\/
<br />3° MIN. CLR STD. 90°HOOK •FOR BEARING WALL g \j��j��j\� 6 MIL VAPOR BARRIER / D e. ° \� \\ -05 REINFORCING BAR R 1 1/8'
<br />l2) "5 REBAR CONT. ON (SEE DETAIL) W/ UPLIFT ONLY / p//�
<br />3 CHAIRS TYP. UND. 4 I -4 \ / // \/ - *� LAP SPLICE (2) 05 CONT, \ /�\ \\/ /\\ 6 MIL VAPOR
<br />/\ COMP. SOIL. (COMPACTED T • ° \\ `\ ----__ -- 36' MAN=LAP__--__-- O 3' CHAIRS S' I -4° a -
<br />SCALE:
<br />TYPICAL WALL SECTION ,4 \ �� � 95% MODIFIED PROCTOR ASTM ���������� � 101
<br />SCALE. 3/4" = 1'-0' S3 FRAME WALL TO C.M.U. WALL CONNECTION D D155v
<br />N6 REINFORCING BAR *5 STD. 5O°NOOK
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0' S3 4" i'-4° #� LAP SPLICE _ T1'PIG4L INTERIOR
<br />ADDITIONAL SLAB INFORMATION. T�-FIC,4L. EXTERIOR PR,41IE UJ,4L.L. FOOTING E REE3,4R DET,4ILS E BE�4RINC WALL W/ 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'-O' S3 SCALE: N.T.S. S3 SCALE: 3/4'=1'-0'
<br />ADDITIONAL SLAB INFORMATION. S3
<br />PAYERS O.H.D. RECESS I z
<br />6e 6x6W1.4xW1.4
<br /><: • �—...°. °� ° � WWF OR FIBERMESH
<br />—,II=III=III=III ° �° III III—r&�MIL
<br />GRADE
<br />4VAPOR \ \ \ \
<br />BARRIER
<br />III=111I °. a a.. III=1
<br />I_i III ; 4: III=1 6 MIL VAPOR
<br />BARRIER
<br />SEE A/53 OR J/S6 II II III III III 1=
<br />MIN. 8
<br />FOR REINF. INFO. 3' MIN. CLEARANCE 1/2' GYP. BD.
<br />1'-4" (1 STY)
<br />I'-V (2 5TY) (U ROW 2x BLOCKING g MID HGT. �'P I C,4L Ti-I I CK N D SL.,4 DC L
<br />HOLD GYP. BD.
<br />FOR WALL HGT. _ 8'-V, (2) ROWS P.T. 2x 2 1/2' FROM SLAB SCALE: 3/4'=1'-O" S3
<br />C,4R,4CE DOOis SL,4B RECESS J j 2x BLOCKING 9 3rd PTS FOR 1 _ CONT. BEAD SEALANT
<br />WALL HGT. > 8'-6' -m -1 ( ,-,---2X STUD$ ® 24"O.C. UN.O.
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. (jj BLOCK WALL BEYOND INTERIOR � ���'���
<br />ADDITIONAL INFORMATION 1/2' GYP. WB (MIN,) m GARAGE SIDE -3 1/2'
<br />13 MASONRY WALL AND MASONRY WALL AND
<br />ARIE IF APPLICABLE. " PAD FOOLING PAD FOOLING
<br />O.HD, RECESS I V2 G Y1*SUM WALLBOARD UN.O.
<br />RECESS FOR S.G.D. 6 x 6 W1.4 x WI,4 tr 1/4' DIA. X 3 I/4' tAPCONS 6 24' .; EXPANSION JOINT �� EXTEND FILL CELLS.
<br />SEE PLAN WWF OR FIBERMESH 2x P.T. PLATE CONCRETE NAILS W/ 1 1/4' W/ DRYWALL SCREWS* 8 O•C• V MASONRY WALL t0 FOUNDATION PAD
<br />O/C 4 '� 6' MAX FROM END OF 2 x � �
<br />E (2) 05 GONT, ON 3' PLATE N � ,1 „ .ems a ``� EMBEDMENT g 12' O.C. STAGGERED, z ' ---SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. � -
<br />- T ` CHAIRS (TYP.) 6 x 6 W1.4 x W1.4 n, ° FROM BOTTOM PLATE TO CONCRETE (MIN. 6 MIL VAPOR = `r
<br />. a/ ; a `" SHEAR I800 MIN. TENSION 1200) 2' -CONT. BEAD SEALANT CONT. FOOTING STEEL
<br />WWF OR F15ERMESH / BARRIER
<br />\/\\ \ co CONCRETE SLAB ��' 6 x 6 WIA x WIAGRADrm
<br />------ --° ----- // 411\ bx(o FIBERMESH N
<br />\/\\/\\/ 6 MIL VAPOR / / e -
<br />/ a BARRIER // / // / �/ • . / lu
<br />6 MIL VAPOR
<br />\ \ \ \ - d�� — — — — 0 Lu Cn L" �' \ \\ \ \ \ n,
<br />C(, d \ \ \ p ° • \ / / / BARRIER ;- = \ \ \ - o W o // // //\ z
<br />Lu
<br />\� 6 MIL VAPOR SEE A/S3 OR // //. m 6 MIL VAPOR \ \ \ ; \�`': " u m
<br />\\ \ % i i BARRIER J/S6 FOR REINF, 3' MIN. CLEARANCE BARRIER \ \ / / / / / / u
<br />SEE A/S3 FOR p " " //i // // \\. \ /� /� /� / /
<br />REINF. INFO. 4 I -4 8 INFO. \��\� BEYOND
<br />OPTION #1 S I -4 S II 411 (1 STY) PAD REINFORCEMENT /� 3 MIN.
<br />I -8 (2 5TY) " (SEE SCHEDULE) '
<br />SEE TYP. WALL SECTION FOR 4 4 FOOTING WIDTH CLEARANCE
<br />ADDITIONAL SLAB INFORMATION. TYPICAL INTERIOR BEARING SEE SCHEDULE
<br />SL,45 STEP s RECESS e S.G.D- 1„I WALL W/OUT UPLIFT �� G,4R GE DOOR SL,4B RECESS J INTERIOR W,4LL SL-,45 STEP N BRCS. KP,4TI0 COLUMN FTG. DET,4IL N
<br />SCALE: 3/4'=1'-0' SEE TY10. WLL SECTION S3 5EE TYP. WALL 5EGTION FOR SCALE: 3/4"=1'-0' S3 ADDIT ONAL INFORMATION.
<br />SCALE: N.T.S. CJ3 SLAB INFORMATIONSE TYP. WALL ,tION FOR ADDITIONAL SCALE: 3/4'=1'-0'
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. CJ3
<br />ADDITIONAL 5LAB INFORMATION. ADDITIONAL INFORMATION.
<br />�ngn��d�fi`a "d "Ld6D u�#apa:
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />If. 813.645.9698
<br />www.danscoengineedng.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 TH E DATE R IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />©2018 LENNARCORP: THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRBTEN
<br />CONSENT FROM LEN NAR CORPORATION.
<br />©2018 - 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 />12.19.17
<br />1.00 6TH ED. (2017) FBC
<br />UPDATES
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />VERSION
<br />NO. 1.01 / 06.08.18
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<br />SHEET TITLE:
<br />SECTIONS, DETAILS, & NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 380842
<br />DATE ISSUED: 06.25.18
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S3
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