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INSULATION REQUIREMENTS
<br />LOCATION R-VALUE / T'I'f=E
<br />EXT CONC, WALL R-4.1 HIGH FERM
<br />EXT FRAME 2 x 4 R-II/R-13 KRAFT FACED
<br />EXT FRAME 2 x (o R-Icj KRAFT FAGED
<br />R-30 5LOLLN-IN RUSS E30TTOM CHORD OR 2x4 BLOCKING
<br />CONDITIONED CEILING 5/8"OR 1/2'WIGH STRENGTH (UND.) W/ 2-111 TOE NAILS 6 EACH ENE)
<br />(INSTALL 5AFFELSAT EAVrz) (OR VGYP. TYPE 'X',s GARAGE
<br />GARAGE 6EPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />_—REFER TO UNDERLAYMENT TABLE ON SHEET SNI (GARAGE / LIVING) R-II/R-13 <RAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN 1/2'OR 5/6' HIGH STRENGTH BOARD
<br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: I 5.PR DOUBLE TRUSS ALIGNED WITH STUD BELOW (U.N.O.) (OR 5/8' GYP. TYPE 'X' f TRJ65 50TTOM CHORD OR 2x4
<br />(2) LAYERS FOR 2.12 < SLOPE < 4-12 8'x8"x1(o' NOMINAL BLOCK WITH TOPPLATE BLOCKING W/ 2-111 TOE NAILS
<br />(1) LAYER FOR SLOPE � 4:12 GARAGE W1 A WA5ITA5LE ROOM
<br />3/5' MORTAR BETWEEN COURSE$ USP 5PT24 2x 5.Pr-. (OR EQUAL) 5TUDS a Ill O.C. U.N.O. ABOVE) 6 EACH ENE)
<br />12 PRE ENGINEERED WOOD TRU65 6 24' O.C. U.N.O. CONNECTOR B.F.F. DOUBLE TOP PLATE UPLIFT SCHEDULE FOR UPLIFT
<br />HURRICANE ANCHOR a EACH TRUSS
<br />, Z(T Y-f )]vARlr=s (SEE UPLIFT SCHED.) W1 METAL PL. L J 11 L J 11 L 1 11 L 1/2' CDX PLYWOOD OR 1116' 0.5.5. (1) ROW 2x BLOCKING 0 MID HGT. FOR WALL USF 5PT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />UNDER EA. TRU55 r ------ ir -------- -if ---------- --------- 7F --------- 71- ------ SHEATHING REQ'D. FOR ALL HGT. (8'-V. (2) ROWS 2x BLOCKING tv 3rd 1/2' GYP. W.5. MIN. 6 GARAGE SIDE TRUSS ALIGNED WITH STUD BELOW
<br />i ii ii ii ii ii EXTERIOR OR SHEAR WALL$ AS PTS FOR WALL HGT., 8'-V. IF APPLICABLE
<br />OISTURE 5ARRIER 1 11 11 11 11 11 1- 2'x S.Pr-. (OR EQUAL) STUDS 6 IV O.C. UNO.
<br />INSULAT11 '4 5 1 11 11 11 11 11 INDICATED ON THE PLAN. ATTACH
<br />ROOF COVERING L ------ JIL ----- _jL ---------- �1_ ---------- jl� ---------- JL----- SEE TH15 BHT FOR INSULATION CHART (1) ROW 2x BLOCKING 6 MID HGT. FOR
<br />------ --------- ----------- SHEATHING W1 5d COMMON NAILS
<br />111V 0.5.5. MIN. (FOR 514 INGLE) OR 19/32' 055 1 WALL HGT. < 8'-li (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON 3/5' MORTAR BETWEEN 4' O.C. a 5OUNDARIES, V O.C. 6
<br />8'x4"x1(o' NOMINAL 6 3rd PTS FOR WALL HGT. > 8--iJ
<br />$14T. SNI BLOCK WITH 3/8' ------ JIL --------- _11L ---------- J11L --- ---- SLAB 4 BLOCK EDGES, AND is 12' O.C. 6 FIELD USP SPT22 CONNECTOR USP 6FT22 CONNECTOR ......... . .......... ............... . 5/84 x 101 V BOLT a 241 O.C. W1
<br />ELEV. VARIES 7 7 - - - - - - - - - - - - - - I r - - - - - - - - - - -IF - - VIII x 3/16' PLATE WASHER (TYP.)
<br />MORTAR BETWEEN F 5/84 x 10' `J 2x P.T, 50TTOM PLATE
<br />ALUMINUM SLOPE. I ii 11 11 11 ELEV. 0'-0' MIN. b x (o WIA x WIA W OR P15EWESH
<br />STRENGTH CEILING C)RIF Er -)GE L ------- Jimm- -------- JL ------- --- JL ----- 1- ------ JL PLATE WASHER (TYP. (o x (o WIA x WIA
<br />EVV OR 1 1/2' HIGH COURSES CUT TO 24' O.C. W1 2*3/16' 2x P.T. 50TTOM PLATE
<br />BOARD PER CODE (OR AFF. 2'� WLLF OR Fer:RME.514
<br />ELEV.-O' L ---------- j1L__ ------.j'L ----- I
<br />rp/&'GYP. TYPE `X' 6 ALUMINUM FASCIA OIL -4 1/2' 0 3 1/2 MR
<br />z
<br />GARAGE W/A HA51TABLE 2x SU5 FASCIA A F R 4
<br />4 1/2' 3 1/2"(m.
<br />ROOM ABOVE) 4
<br />12' VENTILATED
<br />W/IDRYWALL SCREWS 6 In 2x4 00� U- 3 I/2'(m1n.)-
<br />SOFFIT 4 , .. . 2: . I>
<br />-4 co 1-11L VAPOR
<br />O.C. CEILING 4 8"O.C. 5'x5'XIJV KNOCK- OUT
<br />/� I - . I - . -3
<br />12 ELEV. -0' in.) To
<br />XIT 4- /2'
<br />WALLS �1. 4 3 1/2"(min).-
<br />15ARRIER
<br />BLOCK W1 105 CONT. -IIL VAPOR / \> \
<br />. GARAGE DEPTH VARIE5 (2) 05 CONT.
<br />SEE TH15 BHT FO L J,
<br />FILLED SOLID k
<br />INSULATION CHART W/GROUT (2) #5 CONT . BARRIER U.N.O. MIN"
<br />Ix2 ID.T. HORIZONTA I- I
<br />" C.M.U. TYf=IC:AL 4" 4" 1 8
<br />NAILER TYI=E IS' MORTAR U.N.o. MIN. 4LTEfRN,4TE T�Tf=)IG,4L f5E,4fRING
<br />STD. 90*WOO< (SEE DETAIL) X/,*,--- ARCHITECTURAL TTf=IQ4L 5E,41RING; W,4LL s 5TEf= rc�; UJ,4LL f STEf= UJ/0 5HE,41R WALL ("C; G
<br />SEE THIS 514T FOR FIN15H Gs,4fR,4 rQE 5L,45 4T 5TEF SCALE: 3/4'= I'-0
<br />INSULATION CHART SCALE: 3/4'=I'-0" SCALE: 3/4'=I'-O'
<br />Ix2 PT WD FURRING a 24' O.C. --"" I
<br />1/2' GYPSUM WALL50ARD UNJO.----'0'
<br />. . . . . . . 05 VERT. IN FILL V /-2x SPF. TUDS 6 111 2x STUD
<br />1/2' OR 1116' 055 MIN. PLYWOOD SHEATHING
<br />CELL5(5EE
<br />FOUNDATION PLAN LOAD BEARING OR--- T-, NAILED W1 ad COMMON NAILS 6 4' O/C 0%
<br />Ix4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL a, r_111U 50UNDARIES, V 0/0 EDGES, AND 12' O/C FIELD.
<br />3 1/4' 5A5E5OARD 4'x4' INSPECTION SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS. 4 '410-001,
<br />MIN. 2500 PSI CONC. SLAB I'x P.T. STUD (2) ROWS OF 2x BLOCKING a 2x STUDS a Iron O/C (1) ROW 2x BLOCKING 0 MID
<br />MIN PSI MAY VARY PER PORT AT EACH
<br />MUNICIPALITY. FILLED CELL SEE CC/53 OR W5 VERT. IN FILLED CELL THIRD POINTS r= THIS SHT FOR INSULATION CHART NOTE: WGT, FOR WALL Wl :� 8' o
<br />TYPICAL G/53 FOR ANCHOR SEE SECTION C/53 FOR (2) ROWS 2x BLOCKING tv 3rd
<br />w 2K PTS FOR WALL HGT. > V-V.
<br />CONCRETE SLAB 111111 1_�_ 518'xro' VIBOLT5 -1/8' STUCCO FINISH PER ASTM C. `32(o APPLY ADDITIONAL INFORMATION
<br />WIAXWIA W OR TIBERM NOTE:EXTEND BOLT INFO, L1_ BOLT a 24' O.C. VERT. SEE THIS BHT FOR INSULATION CHA 3 LAYERS W1 TOTAL THICKNESS 115' OVER 1/2' GYP. W5 (MIN.) a GARAGE
<br />DECO FINISH 4' to OR 5/5' x ro' EPDXY METAL LATH, FIRST 2 LAYERS 3/5' THICK CONTINUOUS TO FOOTER BELOW `B00HOOK DETAIL SIDE IF APPLICABLE.
<br />BOLT
<br />V BELOW GRADE USP 5FT22 CONNECTOR
<br />*U5P SPT22 TYP. 5/810 x 101 IJI BOLT e 241 O/C W/ 2'OX EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN K.O. 5LOCK
<br />5/81111 EXPANSION BOLT s24 1 O.C.
<br />3116' PLATE WASHER TYPICAL SECTION 4.4 SHEET 5N FOR ADDITIONAL INFO.)
<br />,,--2x P.T. PLATE 2x P.T. PLATE W1 In EMBEDMENT (MIN. $HEAR
<br />/-USP 6FT22 tv EA. STUD IN. LAP 35000, MIN. TENSION 26000)
<br />ASSUMED FIN15HED MIN. 2500 PSI CONCRETE SPACE ANCHOR BOLT
<br />-.T. I -LATE 05 REINFORCING
<br />N 2X f 5
<br />BARRIER MONO OR 5TEMWALL
<br />WIA x WI.4 WEEP SCREED INSTALLED PER NN`� OR #4 REINFORCING BAR BAR C1 2' x PLATE ULF OR FIBERMESH
<br />7- MANUR 4 FRC SECTION R103.1.2.1
<br />X: C UIF OR I5ERME5H lu
<br />(o MIL VAPOR�/ �GRADE 5LA5 W/ ro x (0 1-- V MAX FROM END OF (o x ii WIA x WIA
<br />FOOTING MONO SHOWN A
<br />(L
<br />;> *3 4 #4 LAP SPLICE 0
<br />COMP. $OIL. (COMPACTED-4 FOR CLARITY -1
<br />TO cJ5% MODIFIED I> I> A RAI)E 25't-11N. LAP
<br />PROCTOR AISTM D1551) IL
<br />. . t�A <
<br />NOTE, A .> . . \, jvR 77
<br />. / b MIL VAf=`OR 5
<br />,3' MIN. CLR. STD_ 1300HOOK. *FOR BEARING WALL REINFORCING BAR R 11/8' lu
<br />(2) 05 RE5AR CONT. ON (SEE DETAIL) W1 UPLIFT ONLY VA A A "S LAff 5PLICE
<br />3' CHAIRS TYP. UND. IZ40 K 11-41 !Iou (2) 05 CONT.-� b MIL VAPOR
<br />COMP. SOIL. (COMPACTED T 3ro' MIN. LAP an -4- an BARRIER
<br />TYPICAL WALL 5ECTION (TYP.)
<br />ON 3' CHAIRS
<br />c3r2% MODIFIED PROCTOR ASTM 77�\ loll
<br />SCALE: 3/4' = 1'-0' HRAt'IE WALL TO C-t-1-U. WALL CONNECTICNKO�� REINFORCII '5AR/ #5 5TD. "300HOOK
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4'=I'-O' k4l' 1, 11-411 #ro LAP 5PLICE TYPICAL INTERIOR
<br />ADDITIONAL SLAB INFORMATION. N 5EARING WALL W1 UPLIFT
<br />NOTE-. EPDXY TO BE SIMPSON SET-XF OR EQUIVALENT T'�-f=IG,4L EXTERIOR ES,4�11z- UJ,4LL i=00TI G; rE FE5,41R QET,41L.5
<br />BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4 =v-0. SCALE- N.T.S.
<br />SCALE: 3/4'= 1'-0'
<br />PAVERS 0.14D, RECESS ADDITIONAL SLAB INFORMATION.
<br />F
<br />li x (0 WIA x WIA
<br />-in.)
<br />T= 3 1/2 `(m. 4
<br />4-_ GRA
<br />DE
<br />4" (o MIL VAPOR
<br />V -
<br />BARRIER
<br />(o MIL VAPOR
<br />BARRIER
<br />SEE A/53 OR J/5 Jill -111 - 411, 511
<br />FOR REINF. INFO. �; - 3' MIN. CLEARANCE 1/2' GYP. 5D. MIN.
<br />1'40 6TY) ROW 2x BLOCKING 6 MID W;;T. HOLD GYP. 5D. TYf=IC;,4L THIC;<ENED 5LA5 EDGEK*L�
<br />I'-V(2 5TY), 21
<br />FOR WALL HGT.!� V-li (2) ROWS P.T. 2x 1/2' FROM SLAB SCALE: 3/4'=I'-O'
<br />2x BLOCKING 6 3rd PTS FOR 01-011 CONT. BEAD SEALANT
<br />G;AfR,4GsE DOOfR 5L,45 FRECE55 INK
<br />WALL HGT. > V-ii
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.5. < -----2X STUDS 24' O.C. U.N.O.
<br />BLOCK WALL BEYOND
<br />ADDITIONAL INFORMATION.
<br />1/2' GYP. W5 (MIN.) GARAGE BIDE -3 112'oL INTERIOR GARAGE
<br />----<> MASONRY WALL AND
<br />IF APPLICABLE. MASONRY WALL AND
<br />\/ARIE,? PAD FOOTING
<br />PAD FOOTM
<br />I/2"GYP5UM WALL50ARD UND.
<br />RECESS FOR SJGD Ii x (o WI 4 x WIA ;t 1/4' DIA X 3 1/4' TAPCON5 24' EXPANSION JOINT --O.H.D, RECESS EXTEND FILL CELLS
<br />> CONCRETE NAILS W/ 11/4' W1 DRYWALL SCREWS a 8'O.C. VMASONRY WALL--, TO FOUNDATION PAC)
<br />SEE e \ / // I n
<br />FI5ERME5H 2x P.T. PLATE
<br />PLAN WLLIF OR O/C 4 .9 (o I MAX FROM END OF 2 x
<br />(2) 05 CONT. ON 31 PLATE EMBEDMENT s 12' O.C. 5TAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING.
<br />4 FROM 50TTOM PLATE TO CONCRETE (MIN.
<br />CHAIRS (TYP.) (0 x (o WI.4 x 111.4 (q v b MIL VAPOR
<br />W OR F15ERME614 SHEAR 1800 MIN. TENSION 1200) BEAD SEALANT CONT. FOOT[ 5ARRIER
<br />GRADE
<br />4
<br />CONCRETE SLA5-N,,
<br />E
<br />'9 (o x (I WIA x WIA
<br />I> rq l
<br />ii MIL VAPOR I> WWF OR P15EWESH
<br />Lu
<br />-7
<br />5AWIER E A
<br />ro MIL VAPOR
<br />BARRIER
<br />N. tu U5 lu 2! 0 0 0
<br />>/
<br />j
<br />/K LL U
<br />_j
<br />Z �//�\OOTING
<br />cf)
<br />BARRIER J15ii FOR REINF. -3'MIN. CLEARANCE 15ARRIER
<br />L
<br />—6 MIL VAPOR
<br />SEE A/53 OR /1/ (0 mil f-OR
<br />REINF. INFO. all
<br />SEE A/63 FOR a.
<br />INFO.
<br />>;,,\ BEYOND
<br />1'-4` (1 5TY) EINFORCEME
<br />OPTION #1 1'-&'(2 6TY) PAD IRE NT
<br />SEE TYP. WALL SECTION FOR A, # 41114110 (SEE SCHEDULE) FOOTING WIDTH' "CLEARANCE
<br />T N H �N -T
<br />GT
<br />E � C
<br />;A �G
<br />00 E30V
<br />E 7R A E)
<br />z--- Z-111 IL ------
<br />ADDITIONAL SLAB INFORMATION. T`fPIGAL INTERIOR 5EARINGs SEE SCHEDULE
<br />COLUt-IN FTQ. IDETAI
<br />&LA5 5TEf=> 4 IREGE55 'a WALL UYOUT UPLIFT GAR,4GE DOOF, 5L,45 RE E55('JN� INTER10F, WALL 5L,45 5TEf= NON-5fpa < f=,4TIC L rN
<br />5CALE: 3/4'=I'-O' SEE TYP. KALL 5EGTION FOR SCALE: 3/4"=I'-O-��3 SEE TYfO. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'=I'-O' 53
<br />ADDITIONAL 5LAB INFORMATION. ADDITIONAL INFORMATION. 5LA5 INFORMATION. SEE TYP. WALL SECTION FOR SCALE. N-T.S.
<br />ADDITIONAL INFORMATION.
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flol 33572
<br />p. 813.645.0166
<br />f. 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 STRUCT
<br />PLANS AND SPECIFICATIONS COMPLY WfrH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />B(POSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT = ±0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />c 19 NNAR CORP.-THLS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WrrHOU`rWRlTTENI
<br />CONSENT FROM LENNAR CORPORATION.
<br />@20 9 -THESE DRAWINGS AND DESIGNS ARETHE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, ULC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUC71ON
<br />OR UNAUTHORIZED USE IS PROHIBTED.
<br />REVISION:
<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 UNDERILAYMENT REV.
<br />02.11.19
<br />1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERSION, 0 4QU 02.11.19
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<br />SHEET TITLE:
<br />SECTIONS, DETAILS, & NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 390221
<br />DATE ISSUED: 02.20.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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