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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 BLOUJN-IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />CONDITIONED GEILING 5/8'OR 1/2' HIGH STRENGTH (U.N.O.) - W/ 2-16d TOE NAILS 9 EACH END
<br />(INSTALL BAFFELS AT SAVE) (OR %' GYP. TYPE 'X' -1 GARAGE
<br />W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE SEPARATION CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />REFER TO UNDERLAYMENT TABLE ON SHEET SNI R-I1/R-13 KRAFT FACED 1/2'OR 5/8' HIGH STRENGTH BOARD
<br />FOR UNDERLAYMENT REQUIREMENTS E PROVIDE:
<br />(GARAGE / LIVING) S.PF. DOUBLE TRUSS ALIGNED WITH STUD BELOW (UN.O.) (OR 5/6' GYP. TYPE 'X' 9 TRUSS BOTTOM CHORD OR 2x4
<br />(2) LAYERS FOR 2.12 < SLOPE < 4:12 8"x8'xl6' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS
<br />(1) LAYER FOR SLOPE >- 4:12
<br />3/8' MORTAR BETWEEN COURSES USP SPT24 2'x S.PF, (OR EQUAL) STUDS g 16' O.G. UN.O. ABOVE) g EACH END
<br />12 PRE ENGINEERED WOOD TRUSS g 24' O.C. U.N.O.
<br />HURRICANE ANCHOR 9 EACH TRUSS a II II II CONNECTOR - S.PF. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />(TYP.) VARIES 1 II II USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />(SEE UPLIFT SCHED.) W/ METAL PL. _ ____ ___ 1/2 CDX PLYWOOD OR l/16 O.S$. (1) ROW 2x BLOCKING 's MID HGT. FOR WALL TRUSS ALIGNED WITH STUD BELOW
<br />UNDER EA. TRUSS ,r------ r----- ,r �r SHEATHING REQ'D. FOR ALL - HGT. < 8'-6'. (2) ROWS 2x BLOCKING 9 3rd 1/2' GYP. W.B. MIN. g GARAGE SIDE
<br />I II II II II II
<br />1 II I II n II EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. 8'-6'. IF APPLICABLE
<br />OISTURE BARRIER 1 II I u II 2'x S.PF. (OR EQUAL) 5TUD5 10 16' O.C. U.N.O.
<br />INSULATI B II I II a 11 INDICATED ON THE PLAN. ATTACH SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING m MID HGT. FOR _/
<br />ROOF COVERING L____JL____-- L _________JL_ JL____----_JL__-- SHEATHING W/ Sd COMMON NAILS g
<br />1/16' O.S.B. MIN. (FOR SHINGLE) OR 19/32' 058 1---------- r—----- --------- II a 11 11 WALL HGt. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON 1 n 11 11 11 3/8' MORTAR BETWEEN 4' O.C. ® BOUNDARIES, 6' O.C, g a 3rd PTS FOR WALL HGT.) 8'-6'.
<br />SHT. SNl 8 x4 xl6 NOMINAL 1 II 11 11 11 ,
<br />BLOCK WITH 3/8' ° 11 11 11 SLAB E BLOCK EDGES, AND m 12 O.C. 6 FIELD USP 5PT22 CONNECTOR
<br />_ ELEV. VARIES L --- ---JL _- JL =-- JL== USP SPT22 CONNECTOR 2/Sx 3/16',PLATE WASHER (TYP.)
<br />MORTAR BETWEEN i ---ii =--- ,r----- ii ----- ii ----- =ii --- 5/8'0 x 10' 'J' BOLL �
<br />COURSES CUT TO 1 ° II 11 11 11 2x P.T.BOTTOM PLATE ,
<br />5/8' OR I/2' HIGH 1 u u 11 11 a 24 O.C. W/ 2 0x3/16 2x P.T. BOTTOM PLATE 2 6 x 6 WIA x WIA WWF OR FIBERMESH
<br />STRENGTH CEILING ALUMINUM SLOPE. u u 11 m 11 PLATE WASHER (TYP.)
<br />DRIP EDCxE L---- L---- F— L-- _ -----JL------=—JL-------JL---- ELEV. 0'-�' C3 1/2" MIN.
<br />�--------��- ----1�--------- 2„ 6 x 6 WL4 x WIA
<br />BOARD PER CODE (OR 1 II 1 n ° AFF. WWF OR FIBERMESH
<br />5/8' GYP. TYPE 'X' 9 ALUMINUM FASCIA ELEV. -0 -4 1/2 L___--__--_JL— ____�L___--- __JL-- ° ° 3 1/2' MIN. -
<br />GARAGE WIA HABITABLE 12" O, 2x SUB FASCIA AFF. a ° ° ° ° Q t- -- �_D — — —D— — — �D— — — - — — — — — D ° �`°� \�j. 3 1/2 "lm inJ TO 41I
<br />ROOM ABOVE) ° ELEY. -O 3 I/2 °o
<br />W/DRYWALL SCREWS 1' 2' VENTILATED ° ° ° ° d °° 2x4 CONT. ° ° ° ° a ° 4 AFF. O - - - - - _- ° ° • \
<br />SOFFIT ° ° ° ° ° ° a ° - \� \\ 3 1/2'(min.)- 4" 3 1 /2' (min
<br />O.C. CEILING E S O.C. 8'x8'XI6' KNOCK -OUT ° ° a ° ,00 o °u • \ \ \�\/� 6 MIL VAPOR
<br />WALLS a 1 I a 3 1/2 (min,) - 4 / \ \ \ \ \ BARRIER
<br />SEE THIS SHT FO BLOCK W/ 15 CONT. ° CsARACxE DEPTH VARIES ° -� ,\\ \ \ \\\ \\ 6 MIL VAPOR (2)
<br />INSULATION CHART FILLED SOLID ° ° ° a ° ° ° /� / ��/��//� / / BARRIER MIN.
<br />W/GROUT ° ° g (2) � GONT. U.N.O.
<br />Ix2 P.T. HORIZONTA 8" CM.U. TYPICAL 4" 1'-4" 81, ,4LTERN,4TE T**T =IC,4L BE,4RING
<br />NAILER TYPE 'S" MORTAR U.N.O. MIN.
<br />STD. 90°HOOK (SEE DETAIL ) ARCHITECTURAL C�,4R,4C�� SL,4B ,4T STEP �, TAT IC,4L 5E,4fRINC� 1, ALL f STEP C UJ,4LL f S�"EP UJ/O 5HE,4� W,4LL CG
<br />SEE THIS SHT FO FINISH SCALE: 3/4'=1'-0' SCALE: 3/4"=1'-0" S3 SCALE. 3/4'=1'-O' CjOj
<br />INSULATION CHART S3
<br />Ix2 PT WD FURRING • 24' O.G.
<br />I/2' GYPSUM WALLBOARD UN.O. G�r��J����`
<br />(1) M5 VERT. IN FILL 2x S.PF. STUDS 16 O.C. ��55z`
<br />CELLS (SEE 2x STUD 1/2' OR 1/16' OSB MIN. PLYWOOD SHEATHING
<br />LOAD BEARING O
<br />FOUNDATION PLAN I I NAILED W/ Sd COMMON NAILS '� 4' O/G
<br />Ix4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' GM.U. BOUNDARIES, V O/C EDGES, AND 12' O/C FIELD.
<br />3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING BEAMS. ���J�
<br />4'x4' INSPECTION I I I'x P.T. STUD ll) ROW 2x BLOCKING Mlp
<br />MIN. 2500 PSI CONC. SLAB w (2) ROWS OF 2x BLOCKING •
<br />U m FORT AT EACH `v 2x STUDS 9 16 O/C HGt. FOR WALL HGT. <_ 8'-6'.
<br />MIN PSI MAY VARY PER —1 FILLED CELL SEE CC/S3 OR `V "5 VERT. IN FILLED CELL THIRD POINTS / �s NOTE:
<br />MUNICIPALITY. EE THIS SHT FOR INSULATION CHART �a� (2) ROWS 2x BLOCKING 6 3rd
<br />w TYPICAL G/S3 FOR ANCHOR Paz SEE SECTION G/S3 FOR
<br />5/8'x6' 'J' BOLTS PTS FOR WALL HGT. > 8'-6'.
<br />CONCRETE SLAB LU/ &X& BOLT INFO. BOLT g 24' O.C. VERT. SEE THIS SHT FOR INSULATION CHART & STUCCO FIN15H PER ASTM G. 926 APPLY ADDITIONAL INFORMATION
<br />NOTE:WIAXWIA WWF OR 7115ERMESH' Q U- DECO N15H 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' GYP. WB (MIN.) t+ GARAGE
<br />-1 DECO FINISH 4' to OR 5/8' x 6' EPDXY METAL LATH. FIRST 2 LAYERS 3/6' THICK CONTINUOUS TO FOOTER BELOW 9,a°NOOK DETAIL SIDE IF APPLICABLE.
<br />^ 6' BELOW GRADE I BOLT USP SPT22 CONNECTOR
<br />;USP SPT22 TYP. 5/8'0 x 10' 'J' BOLT m 24' O/C W/ 2'OX EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN K.O. BLOCK 5/8'm EXPANSION BOLT *24 ' O.C.
<br />— e 3/16 PLATE WASHER TYPICAL 2x P.T. PLATE
<br />SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.)
<br />2x P.T. PLATE W/ 1 EMBEDMENT (MIN. SHEAR
<br />SP SPT22 g EA. STUD 2rd" MIN. LAP 3500", MIN. TENSION 2600")
<br />/ / I ASSUMED FINISHED MIN. 2500 PSI CONCRETE SPACE ANCHOR BOLT S
<br />`f) co i i 2X P.T. PLATE 015 REINFORCING Q e
<br />GRADE SLAB W/ 6 x 6 f 6 MAX FROM END OF 6 x 6 WI.4 x W1.4
<br />6 MIL VAPOR // P \/' z W1.4 x WI.4 WEEP SCREED INSTALLED PER �, BAR p 2' x PLATE WWF OR F15EWESH
<br />z ^ WWF OR IBERME5H MANUF. 4 FRC SECTION R103.12.1 #3 #� LAP SPL I�CEuNG BAR U — — ° — — —°— — — — D - ,
<br />BARRIER p 4 \\ MONO OR STEMWALL - - - - - - - - - °
<br />// .b • • �, FOOTING MONO SHOWN p p °D p ----- - F 40ks1 - - o
<br />COMP. SOIL. (COMPACTED \ ' ° . - FOR CLARITY ° D N — ° 7 --- ° p _ z IL m o P
<br />TO 95i° MODIFIED // / /\/ o °o \/\/\/\���III���------- ° FINISH C�RADEw 25' MIN. LAD
<br />PROCTOR ASTM D1551) ,� ,� ,�\ ,�\ ° D ° ° ° ° D // // //\ / // �j D \ D ---xx q \ \\\ \ o • • \ \/\\' -
<br />3" MIN. GLR STD. 90°HOOK NOTE:FOR BEARING WALL g DD \\\ \\\ \\\ \\ 6 MIL VAPOR BARRIER ° o \ \� - "5 REINFORCING BAR R 1 1/6' w
<br />(2) 05 REBAR CONT. ON (SEE DETAIL) / / / \�\\j N — #5 LAP 5FL ICE
<br />3' CHAIRS TYP. U.N.O. 4° 1'-4" W/ UPLIFT ONLY \ \ \ \ \ \ \ \ \ / D //` //� - F (2) 45 CONT. � /// /// 6 MIL VAPOR
<br />/\ ��\\\ COMP. SOIL. (COMPACTED T ° \ \\ 3&' MIN, LAP ON 3' CHAIRS , BARRIER
<br />TYPICAL WALL SECTION ,4 \ /,\ /\ / (TYP.) 8 1 -4 8
<br />SCALE. 3/4" = 1'-O" S3 �R,41„IE 1.U,4LL TO C.1" �.U. 1.U�4LL CONNECTION D1551)ODIFIED PROCTOR ASTM \\\/\\/\/� 1P�'
<br />06 REINFORCING BAR *J STD. eOoNOOK
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0' S3 4 I _4 #ro LAP SPLICE TYPICAL INTERIOR
<br />ADDITIONAL BLAB INFORMATION. T rf=1Q4L EXTERIOR FR,41" 1E UJ,4LL FOOTING E RE5,4R DET,4ILS �EARINC UJALL W/ UPLIFT
<br />NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT 17, BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE- 3/4"=I'-m"
<br />S3 SCALE: N.T.S. CJ3 SCALE: 3/4"=1'-m" CJ3
<br />ADDITIONAL SLAB INFORMATION.
<br />PAVERS O.HD. RECESS z
<br />(ox(oWIA xWIA
<br />Q WWF OR FIBERMESH
<br />= ° `/� � III III- I
<br />II II II II 1 41I 6 MIL VAPOR
<br />- — — —
<br />- ° a tt GRADE
<br />BARRIER
<br />III —I —I I� 6 MIL VAPOR
<br />III=. II= °
<br />SEE A/63 OR J/s6 I,1 I1111,1 1 ; II111II1= BARRIER 4" /S„ i
<br />FOR REINF. INFO. 3' MIN, CLEARANCE
<br />MIN.
<br />I'-4' (1 STY) U2' GYP. BD.
<br />1'-8' l2 STY) ll) ROW 2x BLOCKING g MID HGT. HOLD GYP. BD. T 11=1C,4L THICKENED SL,4B EDGE L
<br />FOR WALL HGT. s 8'-6', l2) ROWS P.T, 2x 2 1/2' FROM SLAB SCALE: 3/4" = I'-0" .S3
<br />C3,4i,AGE DOOR SL,4B RECESS 2x BLOCKING g 3rd PTS FOR 1 6 CONT. BEAD SEALANT
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 WALL HGT. > 8'-6'� Q 2X STUDS 24' O.C. UN.O.
<br />13 BLOCK WALL BEYOND INTERIOR GARAGE MASONRY WALL AND
<br />ADDITIONAL INFORMATION. I/2' GYP. WB (MIN.) 6 GARAGE SIDE 3 I/2' MASONRY WALL AND
<br />IF APPLICABLE. PAD FOOTING PAD FOOTING
<br />ARIE
<br />RECESS FOR SjG.D. 6 x 6 WIA x W1.4 "v EXPAN5ION JOINT O.HD. RECESS �„ I 1/2 GYPSUM WALLBOARD U.N.O. EXTEND FILL CELLS
<br />2x P.T. PLATE I/4' DIA. X 3 I/4` TAPCONS 24' W/ DRYWALL SCREWS g 8'O.G.
<br />SEE PLAN WWF OR FIBERl1E5H - O/C 4 m 6' MAX FROM END OF 2 x CONCRETE NAILS W/ I I/4 8 MASONRY WALL TO FOUNDATION PAD
<br />(2) "5 CONT. ON 3' PLATE N SEE THIS SHEET FOR INSULATION CHART
<br />EMBEDMENT s 12' O.G. STAGGERED, MAT REINFORCING.
<br />CHAIRS (TYP.) 6 x 6 WIA x W1.4 m ° FROM BOTTOM PLATE t0 CONCRETE (MIN. GONt. FOOTING STEEL (o MIL N
<br />WWF OR FIBERMESH // //< •% / SHEAR 180 MIN. TENSION 120) 2 CONT. BEAD SEALANT BARRIER
<br />OR
<br />/ / D 2 = \\/\\/ \ c0 CONCRETE SLAB C 6 x 6 WIA x WIA
<br />G
<br />a-------- ------- / / 4
<br />e, WWF OR FIBERS" 1E5W cam,
<br />6 MIL VAPOR m o @ /\ ��
<br />BARRIER // / // / - \\/ / - 6 MIL VAPOR c!� - -� a - - - z \/\\ _ • \\/LLI
<br />\\/ \ \\ / `' \/, BARRIER -� - - - a — — — — `" o Lu d) ° N\
<br />6 MIL VAPOR SEE A/S3 OR �'�' 6 MIL VAPOR OOTING
<br />SEE A/S3 FOR „ '�\ '\ ' �, //�\/�/ ///\ i BARRIER J/S& FOR REINF. 3 MIN. CLEARANCE BARRIER I /. "L� \ \//\//\//\// \//\//� U
<br />REINF. INFO. 4 14 S 8" 1'-4° S' INFO./�\�INFORCEMENT//��/� BEYOND
<br />3 MIN.
<br />OPTION #1 1'-8' (2 5TY) " PASERESCHEDULE) CLEARANCE
<br />SEE TYP. WALL SECTION FOR 4 4 FOOTING WIDTH
<br />ADDITIONAL SLAB INFORMATION. T�'PICAL INTERIOR 5EARINC� C��R,4C�E DOOR SL,4P i�ECESS J INTERIOR UJ,4LL SL�48 STEP NON -BRCS. i< SEE SCHEDULE
<br />SL,48 STEP 4 RECESS 'a S.0 .D. 1 IUALL UJ/OUT UPLIFT P,4TI0 COLU� IN �T(Q. DET,41LrN
<br />SCALE: 3/4'=1'-O' CJ3 5EE TYP. NALL SECTION FOR SCALE: 3/4"=1'-(0" CJ3 ADD ONASEE TYP. L INFORMATION.LL BECTION R SCALE: N.T.S. S3 SLAB INFORMATIOSEE TYP. WALL N.
<br />FOR ADDITIONAL SCALE: 3/4'=1'-0' S3 S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL SLAB INFORMATION.ADDITIONAL INFORMATION.
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<br />DAN SCO
<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.danscoenginee6ng.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 />OF THIS DRAWING ONLY
<br />©2020 LENNAR CORP THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION
<br />©2020 - 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 DESCRIPTION
<br />01.09.19 1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19 1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />10.09.19 1 04 UPDATE BAR LAP SPLICE
<br />DET. A/53 & J/S6
<br />VERSION NO. 1.04 / 10.09.19
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<br />SHEET TITLE:
<br />SECTIONS, DETAILS, & NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 390743
<br />DATE ISSUED: 05.14.20
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />53
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