|
INSULATION REQUIREMENTS
<br />LOCATION R-VALUE / TYPE
<br />EXT CONC WALL R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
<br />EXT FRAME 2 x 6 R-19 KRAFT FACED
<br />R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING DAN SCO
<br />CONDITIONED CEILING (INSTALL 1/2' HIGH STRENGTH (UND.) W/ 2-16d TOE NAILS a EACH END
<br />CINSTALL RAPPELS AT EAYi=) (OR V GYP. TYPE 'X' • GARAGE ENGINEERING, LLC
<br />W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />REFER TO UNDERLAYMENT TABLE ON SHEET SNI GARAGE SEPARATION R-it/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN P.O. BOX3400
<br />FOR UNDERLAYMENt REQUIREMENTS 4 PROVIDE: (GARAGE / LIVING) TRUSS ALIGNED WITH STUD BELOW 1/2'OR 5/8' HIGH STRENGTH BOARD TRUSS BOTTOM CHORD OR 2X4 Apollo Beach, Florida 33572
<br />FOR
<br />LAYERS FOR EN < SLOPE < 4:T S.PF, DOUBLE (UNA,) (OR 5/8' GYP. TYPE 'X' s p. 813.645.0166
<br />8'x8'XIV NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS f.813.645.9698
<br />(1) LAYER FOR SLOPE >- 4:12 , s EACH END www.danscoengineehng.com
<br />PRE ENGINEERED WOOD TRUSS • 24' O.C. UNA. 3/8 MORTAR BETWEEN COURSES LISP SPT24 2'x SPF. (OR EQUAL) STUDS +� 16' O.C. UNA.ABOVE) CA 25948
<br />12 CONNECTOR S,PF. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />HURRICANE ANCHOR a EACH TRUSS I II u u II
<br />(TYP.) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. IL II II ° i1 1/2' COX PLYWOOD OR 1/16' 0.5.5. (1) ROW 2x BLOCKING a MID HGT. FOR WALL ' SF'T24 CONNECTOR TRM LINE. PROVIDE (U USP HTW20 WHEN o
<br />_________JI __JL__ — _�.1L__ — _____JL_________ TRUSS ALIGNED WITH STUD BELOW N r— ter— r-- �r----------ir--- I I 1
<br />UNDER EA TRUSS 1 --- II ------- ------ n ii a SHEATHING READ. FOR ALL HGt. <8-6 . (2) ROWS 2x BLOCKING • 3rd i1 GYP. B. • G D
<br />II a it ii II EXTERIOR OR SHEAR WALLS AS PTS FOR WALL W 8'-6'. IF APPLICABLE
<br />OISTURE BARRIER 1 u u u ii II 21x $PP. (OR EQUAL) STUDS a IV O.G. UNO. O
<br />INSULATI B OOF COVERINGS I II a II ii II INDICATED ON THE PLAN. ATTACH (1) ROW 2x BLOCKING a MID HGT, FOR a N
<br />LJL_ L_=-_______JL_-_______JL__--__-_-JL-___ SEE THIS SHT FOR INSULATION CHART
<br />1/16' OBB. MIN. (FOR SHINGLE) OR IS/32' 055 r-------- --lr---------,r----------ir--------- SHEATHING W/ Sd COMMON NAILS e I o
<br />1 II 11 11 11 WALL HGT. < 8 -6 . 11) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART o $
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON I II 11 3/8' MORTAR BETWEEN 4' O.C. a BOUNDARIES, V O.C. a a 3rd PTS FOR WALL HGT. , 8'-6'. z
<br />M
<br />8 x4 xlb NOMINAL I II ii 1i , , ,
<br />SHT, SNI II 11 a II SLAB 4 BLOCK EDGES, AND • 12 O G. +� FIELD USP SPT22 CONNECTOR 5/8 0 x 10 J BOLT • 24 O G. W/ a w �-
<br />ELEV. VARIES BLOCK WITH 3/S L ___ ___JL_________JL_________JL__ _ ____ 1 1 USP SPT22 CONNECTOR 2'0 x 3/I6' PLATE WASHER (TYP.) a d�
<br />MORTAR BETWEEN I u 11 u u 5/8 0 x 10 J BOLT a
<br />COURSES CUT TO I n Till
<br />u u _ n 2x P.t. BOTTOM PLATE z
<br />�
<br />5/8' OR I/2' HIGH I u 24 O.C. W/ 2 Ox3/16 2x P.T. BOTTOM PLATE 2 6 x 6 WL4 x WIA WWF OR F15EF MESH Do
<br />ALUMINUM SLOPE. I i1 u m n 1/2'MIN. 'QSTRENGTH CEILING _ _ ELEY. 0 -0 6 x 6 WI.4 x WI.4DRIP EDGE L_-__ L_===__L=________JL______ PLATE WASHER (TYP.) z
<br />BOARD PER CODE (OR 1 I u 11 n AFR WWF OR F15EWESH �, — �/�3
<br />5/8' GYP. TYPE 'X' ALUMINUM FASCIA ELEV. -0 -4 1/2 L---------JL——___JL___-- -- ° Z 3 I/2' MIN. G c
<br />GARAGE W/A HABITABLE 12' O. 2x SUB FASCIA AFF. a d ° A a' .° a .. ELEV. -0'-3 1/2' ►- D _ — — — gyp= — — - — — — — D D d, / 1/2'(min.) TO 4' J
<br />ROOM ABOVE) ' VENTILATED ° d, .., a ,4 ° ° °. d AFF. O D '' d ap o • . \ \
<br />W/DRYWALL SCREWS a 1' \�:158�'xVXIVKNOCK-OUT
<br />OFFIT ° ° 2x4 CONT. — - — " — — \ \ 3 '1'/2'(m i.O.G. CEILING 4 8O,C. .a° ° d °. °° ° ° .d g ° Q LL P 0 0 • \ 3 I/2 lmin.)- 4\ /� �j 6 MIL VAPOR
<br />�, I'' I a e 0 3 1/Z'lmin.) - 4' /\ \\ \\ \\/\ BARRIER
<br />WALLS BLOCK W/ 15 CONT. CxARACsE DEPTH VARIES ° a \ \ \ 6 MIL VAPOR (2) S CONT. U
<br />INEE THIS S6HT FOSULAtION CHART FILLED SOLID ° ° ° .Q d 4 /�i / % BARRIER
<br />W/GROUT �. (2) 05 CONT. U.N.O. MIN. ��••
<br />lx2 P.T. HORIZONtA ' C.M.U. TYPICAL 4" -4++ 8++;Ir ALTERNATE TYPICAL SEARING• to W W
<br />NAILER TYPE "S' MORTAR U.N.O. MIN. � W
<br />STD. w*HOOK (SEE DETAIu ARCHITECTURAL TYPIC,4L SE�4RINC UJ,4LL STEP C UJJ4LL a6 STEP W/O 5HE,4R W,4LL CC W
<br />C ,4R,4GE 5L,45 ,4T STEP 8 SCALE: 3/4'=1'-0' 1 I LU V)
<br />WSULATION CHART FINISH SCALE: 3/4'=I'-0' S3 53 SCALE: 3/4 =1 -0 53 � 0 �
<br />lx2 PT WD FURRING a 24, O.C. J
<br />I m
<br />1/2' GYPSUM WALLBOARD UN.o. LLI
<br />(U 5 VERT. IN FILL 2x S.F.F. SCUDS • 16' O.G. Z J
<br />CELLS (SEE 2x STUD 1/2' OR 1/I6' OSB MIN, PLYWOOD SHEATHING Q O m
<br />Ix4 P.T. BASE NAILER FOUNDATION PLAN LOAD BEARING I NAILED W/ 8d COMMON NAILS a 4' O/C Q w O
<br />FOR LOCATIONS) EXTERIOR WALL 8' CMU. BOUNDARIES, 6' O/C EDGES, AND 12' O/C FIELD.
<br />3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING a SEAMS. 00
<br />MIN. 2500 PSI CONC. SLAB 4'x4' INSPECTION I I 1'x P.T. SCUD (2) ROWS OF 2x BLOCKING a `d Q Z 04
<br />(U ROW 2x BLOCKING a MID Z N
<br />MIN PSI MAY VARY PER cr) FORT At EACH v 2x STUDS a I6 O/C
<br />HGt. FOR WALL HGt, s . Q
<br />FILLED CELL SEE GC/63 OR 5 VERt. IN FILLED CELL THIRD POINTS /
<br />MUNICIPALITY. TYPICAL G/63 FOR ANCHOR SEE SECTION G/S3 FOR U
<br />I 5/8'x6' 'J' BOLtS E THIS SHT FOR INSULATION CHART (2) ROWS 2x BLOCKING a 3rd %0
<br />CONCRETE SLAB W/ bXb BOLT INFO. a SEE THIS SHT FOR INSULATION CHART 1/6' STUCCO FINISH PER ASTM C. T126 APPLY ADDITIONAL W-ORMATION PtS FOR WALL HGt. > 8 6 .CL
<br />NOTE -EXTEND BOLL 24' O.G. VERT. 3 LAYERS W/ TOTAL THICKNESS 1/6' OVER 1/2' GYP. WB (MIN.) a GARAGE
<br />W.4XW.4 WWF OR 'FIBERMESH' � DECO FINISH 4' to OR 5/8' x 6' EPDXY ._
<br />METAL LATH. FIRST 2 LAYERS 3/8 THICK CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIDE IF APPLICABLE.
<br />6' BELOW GRADE •USP SPT22 TYP. I Bolt 5/8'0 x 10' 'J' BOLT a 24' O/C W/ 2'0X EACH. 3RD LAYER 1/6' THICK (SEE NOTES IN g K.O. BLOCK USP SPT22 CONNECTOR
<br />E Nt — 2x P.T. PLATE 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.)/$'0 EXPANSION BOLT e24 ' OZ.
<br />2x F.T.PtPLATE W/ 1' EMBEDMENT (MIN. SHEAR TO THE BEST A THE ENGINEERS
<br />P SPT22 a EA. STUD 20" MIN. LAP KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />v / / I ASSUMED FINISHED MIN. 2500 PSI CONCRETE -� SPACE ANCHOR BOLTS 3500+, MIN. TENSION 2600�) PLANS AND SPECIFICATIONS COMPLY WITH
<br />6 MAX FROM END OF 6 x 6 WI.4 x WI.4 BUILDING CODE, SECTION R301 FOR
<br />cn Q E 6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />GRADE SLAB W/ b x 6 2X P.T. PLATE 5 REINFORCING �
<br />6 MIL VAPOR / \/' ' Z WL4 x WL4 WEEP SCREED INSTALLED PER « BAR w - 140 MPH (Vasd = IOBMPH), 3SEC. GUST,
<br />1 z 03 OR 4 REINFORCING BAR t] 2 x PLATE �4WWF OR FIBERMESH
<br />/ \ eh , EXPOSURE "C" ENCLOSED (INTERNAL
<br />BARRIER ; . 4 \ MONO OR STEMWALL — — = — — — — — : o WWF OR IBERMESH MANUF. 4 FRC SECTION R103.12,1 w
<br />c PRESSURE COEFFICIENT =t0.16 WIND ZONE
<br />// `° • D • \� N FOOTING MONO SHOWN *34 LAP SPLICE )
<br />COMP SOIL.
<br />COMP D, C1J p . D F a 4.0((p l .J THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />COMP. Wll, (COMPACTED AGTD • d' ' d' D Z J 6 p. AFTER THE DATERIS SIGNED AND SEAU:D.
<br />\ OR CLARITY d '� �1 p D + Q- / m SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />TO 95% MODIFIED // / /\/ \ I> ,o \ \ \ \ FINISH GRADE`3 I= i // p / // /
<br />25 MIN. LAP SIGNED
<br />THIS DRAWING ONLY.
<br />PROCTOR ASTM D1551) ,\ ,\\ ,\\ \ D p a d / / / \ / , / A \ \\ \ D \ \\, _
<br />NO - / Q i\ C 019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />d D - D p d dJ -� / / A REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />3' MIN. GLR STD, 90°HOOK BEARING WALL g \ N 6 MIL VAPOR BARRIER / ,. .. \\ \\� - Z 5 REINFORCING BAR R 1 1/8' \/ \ \ CONSENT FROM LENNAR CORPORATION.
<br />(2) 5 REBAR CNT. N (SEE DETAIL) W/ UPLIFT ONLY05
<br />3' CHAIRS TYP. UNO. 4' 1 _41 \ \ \ \ \ \ \\ / • P \/ LAP SPLICE N \ \ \ \ \ ®Z079-THESE DRAWINGS AND DESIGNS ARE THE
<br />l2) 5 CNt. //\ 6 MIL VAPOR JOINTPROPERTY IS PROJECT.
<br />ENGINEERING, TI AND
<br />// \ \ // //� THE NAUT O THIS PROJECT. ANY REPRODUCTION
<br />�\\/\ // �\ �\ �\ �\ �j �\ COMP. SOIL. (COMPACTED T \ \ \ 36' MIN. LAP (T3')CHA1R8 11-4, Q, BARRIER OR UNAUTHORIZED USEl4PROHIBRED.
<br />TYPICAL WALL SECTION �1, �\ �\ �\ � S5% MODIFIED PROCTOR ASTM \ UPDATED\\ 10" TYP CJ V DATE DES REVIOSNON:
<br />'�
<br />SCALE: 3/4' = 1'-0' S3 FRAME WALL TO C.1" �.U. UJALL CONNECTION D DI551)
<br />1 1
<br />CONNECTION
<br />REINFORCING BAR STD. 90'HOOIK 06.08.18 1.01 CROSS-REFERENCE TAABLE
<br />SEE TYP. WALL SECTION FOR SCALE' 3/4'=1'-O' S3 *6 LAP 5PLICE TYPICAL INTERIOR AP
<br />01.09.19 1.02 OOFUNAND ID TRAYMENTREv.
<br />ADDITIONAL SLAB INFORMATION. TYPIC,4L EXTERIOR ER,4ME WALL FOOTING E RES,4R DET,41L5 �r— 5EARING WALL W1 UPLIFT UPDATED CONNECTION
<br />NOTE: EPDXY TO BE SIMPSN SET-XP OR EQUIVALENTCO2.11.19 1.03
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4'-1'-0" SCALE: NCB, CROSS-REFERENCE TABLE
<br />BLOCK WALL BEYOND 53 �j3 SCALE: 3/4'=1'-0' VERSION NO T`.03_/02.'k119
<br />13 ADDITIONAL SLAB INFORMATION 53
<br />PAVERS O.H.D. RECESS z
<br />-�Y &x6WL4xW1.4
<br />WWF OR F15ERMESH
<br />_ 4 _ ' •_ 3 1/2'(min.)- 4'
<br />15 _—_ 4 {= `
<br />-1 1—III—I I + — 6 MIL VAPOR —Q— — ° a � \ �r GRADE
<br />d
<br />4 BARRIER / / / / / / /`°� 4; h • ° ,.- ;: >``p'
<br />ITT—► � I .....:. 1 i I —I
<br />I —III.
<br />I-i I I ( III-1 BARRIER OR
<br />SEE A/53 OR J/56 _ 11111111111, I I 111=
<br />4; /8, cn
<br />FOR REIN. INFO, 3' MIN, CLEARANCE MIN.
<br />1'-4' (l STY) 1/2' GYP. BD. �
<br />1'-8' (2 STY) ll) ROW 2x BLOCKING a MID HGT. 2' HOLD GYP. BD. TYP I C,4L THICKENED SL,4B EDGE L d
<br />FOR WALL HGT, s 8'4% (2) ROWS P.T. 2x I/2 FROM SLAB SCALE: 3/4'-1 0 S3 O
<br />GARAGE DOOR SLAB REGE55 �•j 2x BLOCKING a 3rd PTS FOR 01_11,11 � CONT. BEAD SEALAN m
<br />WALL HGT. > 8'-6'INK-- 2X STUDS a 24' OD, UNA. LZL, O
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION. 53 BLOCK WALL BEYOND -3 1/2' INTERIOR GARAGE h t? �, r �
<br />I/2 GYP. WB (MIN.) a GARAGE SIDE
<br />IF APPLICABLE. 13 MASONRY WALL AND MASONRY WALL AND Q lim N = g
<br />ARIE `r E PAD FOOTING PAD FOOLING W w v o > 00
<br />RECESS FOR S.G.D. 6 x 6 WIA x WL4 ;r 1/400
<br />' DIA. X 3 1/4' TAPCONS a 24' EXPANSION JOINT OAD. RECESS I 1/2' GYPSUM WALLBOARD UNA. W _
<br />2x P.T. PLATE 1 W/ DRYWALL SCREWS a 8'O.C. , EXTEND FILL CELLS Z H
<br />SEE PLAN WWF OR FIBERMESH O/C 4 a V MAX FROM END OF 2 x CONCi�ETE NAILS W/ 11/4 8 MASONRY WALL TO FOUNDATION PAD a Q Lli = a- 0- LLi
<br />Q_:
<br />E (2) 45 CONT. N 3' PLATE a .. EMBEDMENT a 12' O.G. STAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. _ Z N CL ~
<br />m °- . — 6` CHAIRS (TYP.) 6 x 6 WIA x WIA ° :• . ° FROM BOTTOM PLATE TO CONCRETE (MIN CNt, FOOTING STEEL 6 MIL VAPOR = `r to
<br />j ` . ' . SHEAR IW MIN. TENSION 1200) 2 CONT. BEAD SEALANT -�
<br />WWF OR FIBERMESH / BARRIER
<br />d a /\ /\/ — _ . —�_ �. .� \ \/ ' .a : •'. \ CONCRETE SLAB C b x 6 WL4 x WL4 •�
<br />>c / _
<br />SHEET TITLE:
<br />\ °' d ° . d —n , / _ �� cn WWF OR FIBERMESN - / SECTIONS, DETAILS. &1 NOTES
<br />/\\ / 6 MIL VAPOR m 0 / 4 � w
<br />D 1 '\\\ •: • •�.:.. \ 6 MIL VAPOR �D - - -°- a T -•. ? \j\\\ • \\j\\j\\�' w (MONO)
<br />v / d a \ BARRIER /\//\ \ /\// / / // - // BARRIER _ —°— . � 0- Lu o
<br />\ \/ \/ \ / \ \ \ ', ° : ° ' \ - oo uin N u \i/\\\ . . . . \ \ SHEET INFORMATION:
<br />/ \\ \\ \ \\ b MIL VAPOR SEE A/63 OR \ //. \ Ln b MIL VAPOR \\ `,�, \\�\\ \�/, \ w JOB NO.: 390440
<br />1\/\/\/\/\ .�
<br />SEE A/63 FOR /�/ // j BARRIER J/56 FOR REINF. 3 MIN, CLEARANCE BARRIER \OOtING v DATE ISSUED: 04.04,19
<br />RE1NF, INFO. 4' 1'-4" # 8' 81 11_.j1 $1 INFO. \i\\//��/��\/,
<br />OPTION I 1 4' (1 STY) PAD REINFORCEMENt 3' MIN. DRAWN BY: LF
<br />SEE TYP. WALL SECTION FOR I -8 (2 STY) 4' q 1 (SEE SCHEDULE) FOOTING WIDTH CLEARANCE
<br />TYPICAL INTERIOR EEARINC� REVIEWED BY: TH
<br />ADDITIONAL SLAB INFORMATION. SEE SCHEDULE
<br />WALL W/OUT UPLIFT G,4RAGE DOOR 5L,4S RECESS J INTERIOR UJ,4LL 5L,4S STEP NON -SRC . K
<br />5L,4S STEP RECE55 'a 5-G-D. 1'''I C C i=ATIO COLUMN ill ETC.. DETAILKO�N
<br />SCALE: 3/4'=1'-O' 5EE TYP. WALL 5EGTION FOR SCALE: 3/4'=1'-C' CJ. 3 ADDISEE TYP. LUALL SECTION IONAL IONAL INFORMATION. R SCALE: N.T.S. 53 SLAB INFORMATIOE TYP. WALL N.
<br />FOR ADDITIONAL SCALE. 3/4'=1'-0' S3 S 3
<br />53SEE TYP. WALL SECTION FOR SCALE: N.TS. 53
<br />ADDITIONAL SLAB INFORMATION.ADDITIONAL INFORMATION.
<br />O
<br />O
<br />CN
<br />Ob
<br />Cq
<br />LO
<br />
|