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INSULATION REQUIREMENTS
<br />LOCATION R-VALUE / T`rf=E
<br />EXT CONG 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-l9 KRAFT FACED
<br />R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />CONDITIONED CE IL INGx 5/8'OR 1/2' HIGH STRENGTH (UN.O.) W/ 2-16d TOE NAILS -1 EACH END
<br />(INSTALL BAFFELS AT EAVE) (OR V GYP. TYPE 'X' -1 GARAGE
<br />GARAGE SEPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />R-it/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />(GARAGE / LIVING) TRUSS ALIGNED WITH STUD BELOW 1/2'OR 5/8' HIGH STRENGTH BOARD
<br />REFER TO UNDERLAYMENT TABLE ON SHEET SNI FOR S.P.F. DOUBLE (UN.O.) (OR 5/8' GYP. TYPE 'X' 6 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 COURSESBOVE) e EACH END
<br />USP SPT24 2'x S.P.F. (OR EQUAL) STUDS � 16' O.G. U.N.O.UPRE ENGINEERED WOOD TRUSS a 24' O.C. U.N.O. 5.P-F. DOUBLE TOP PLATE
<br />12 CONNECTOR SEE UPLIFT SCHEDULE FOR UPLIFT
<br />HURRICANE ANCHOR �' EACH TRUSS a II II II USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />C Y-f VARIES (SEE UPLIFT SCHED.) W/ METAL PL. ° II ° II 1/2' CDX PLYWOOD OR 1/16' 0.5.5. (1) ROW 2x BLOCKING -a MID HGT. FOR WALL
<br />�---_-----�I--�L------- �L-- _-----�� TRUSS ALIGNED WITH STUD BELOW
<br />UNDER EA. TRUSS r--- ,------- ---------------------- --- SHEATHING REQV. FOR ALL HGT. < V-6". (2) ROWS 2x BLOCKING 's 3rd 1/2' GYP. W.B. MIN. 's GARAGE SIDE
<br />I II II II II II
<br />II II II II II EXTERIOR OR SHEAR WALLS AS PT5 FOR WALL HGT. > 8'-6'. IF APPLICABLE ,
<br />OISTURE BARRIER II n II u n 2 x S.P.F. (OR EQUAL) STUDS 6 16 O.C. UN.O.
<br />INSULATI B II a II 11n INDICATED ON THE PLAN. ATTACH
<br />ROOF COVERING-c L-_-_-_-_J_L_-_-_-_---_ L =__--_-_-_-_J_L_-_-_-_---_-_-_-_J_L_-_-_-_---_-_-___J_L_-_-_-_ SEE THIS SHT FOR INSULATION CHART (l) ROW 2x BLOCKING 6 MID HGT. FOR
<br />1/16' O.S.B. MIN. (FOR SHINGLE) OR 19/32' 055 ii ii SHEATHING W/ ad COMMON NAILS m WALL HGT. < 8'-6'. (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON II n II II 3/8' MORTAR BETWEEN 4' O.G. fit BOUNDARIES, 6' O.C. .6 6 3rd PTS FOR WALL HGT. > V-6'.
<br />SHT. BNl 8 x4 x16 NOMINAL u u u II ,
<br />BLOCK WITH 3/8' II II n II SLAB 8 BLOCK5/8'o x 10' 'J' BOLT 24' O.C. WI
<br />_ ELEV. VARIES L --- -- _---JL---------JL-------- —_ _ --- EDGES, AND 12 O.C. FIELD P P 22 CONNECTOR 2'0 x 3/16' PLATE WASHER (TYR)
<br />r---��---- �r----------Ir---------�r---------I�—__ UBF SPt22 CONNECTOR
<br />MORTAR BETWEEN II u u = n 5/8'0 x 10' 'J' BOLT
<br />COURSES CUT TO II II II II II 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x WIA WWF OR FIBERMEBH
<br />5/8' OR I/2' HIGH I u n u II a � /J 24' O.C. W/ 2'�x3/16' 2x P.T. BOTTOM PLATE 2°
<br />5TRENGTH CEILING ALUMINUM SLOPE. II II II m II / 6 x 6 WIA x WIA
<br />DRIP EDGE L---- L------ L ___------JL--_-----JL------JL---- ELEV. SU -1U PLATE WASHER (TYP.) 3 I/2 MIN.
<br />---- -----IF - �r--- ------ 2„
<br />BOARD PER CODE (OR u u u d a AFF. WWF OR FIBERMESH
<br />5/8' GYP. TYPE 'X' ALUMINUM FASCIA ELEV. -0-4 1/2 L---------JL-----JL----_ --JL_ Z �3 1/2' MIN-
<br />°
<br />7.
<br />GARAGE WIA HABITABLE , 2x SUB FASCIA AFF. ° . ° , d d' ' d. '° ' , _ - -- " °
<br />ROOM ABOVE) 12 O. ° . a a . e ° d ° _ ° a .. Q ELEV. -O -3 I/2 O p— — — —�—° D= — °> p ° ° • 3 1/2 Cm in.) TO 4
<br />2 VENTILATED a AFF. O U'
<br />W/DRYWALL SCREWS -1 1' ° - . . d ° . 2x4 CONT. ° LL - - - - p °p. \ 3 1/2"(min.)- 4' 3 1�(mlF1 Nl o
<br />O.0 CEILING 4 8' O.G. SOFFIT ° d ° d - - a •' \\ \ - �\ / / / 6 MIL VAPOR
<br />3 VX16' KNOCK -OUT �. I I �' a a d 3 I/2°(min.) - 4° /\ \\ \\
<br />WALLS d \ BARRIER
<br />BLOCK W/ 105 CONT. C�ARAC�E DEPTH VARIES ° \ \ \ 6 MIL VAPOR (2) 05 CONT.
<br />SEE THIS SHT FO FILLED SOLID ° ° d. BARRIER 40 1 _4 8®
<br />INSULATION CHART W/GROUT a �. . (2) #J CONT. U.N.O. IN.
<br />Ix2 P.T. HORIZONTA S' C.M.U. TYPICAL 4" 1'-4" 8"
<br />NAILER TYPE INS" MORTAR U.N.O. MIN. ,ALTERNATE T T f=IC,4L 5EARING
<br />STD.90°HOOK (SEE DETAIL) ARCHITECTURAL ,� ,� SL,� ,��- �� {� T"rf=ICAL SEARING UJALL 'a STEPrc WALL 'a STEP UJ/0 Si EAS UUALL CC
<br />SEE THIS SHT FOR —.FINISH SCALE: 3/4'=1'-0' SCALE: 3/411=1'-0" �� SCALE: 3/4"=1'-0" S3
<br />INSULATION CHART
<br />lx2 PT WD FURRING -1 24' O.C.
<br />1/2' GYPSUM WALLBOARD UN.O.
<br />lU 15 VERT. IN FILL 2x S.P.F. STUDS 16' O.G.
<br />CELLS (SEE 2x STUD 1/2' OR 1/16' 055 MIN. PLYWOOD SHEATHING `✓_`�� ���
<br />FOUNDATION PLAN LOAD BEARING O I I NAILED W/ 8d COMMON NAILS 9 4' O/C
<br />1x4 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 fit SEAMS.
<br />4'x4' INSPECTION I I I'x P.T. STUD ll) ROW 2x BLOCKING � MID
<br />MIN. 2500 P51 GONG. SLAB m - (2) ROWS OF 2x BLOCKING
<br />PORT AT EACH �r 2x STUDS 16 O/G /• s NOTE: HGT. FOR WALL HGT. s V-6'.
<br />MIN PSI MAY VARY PER c° `" � VERt. IN FILLED CELL THIRD POINTS EE THIS SHT FOR INSULATION CI-4ART (2) ROWS 2x BLOCKING '� 3rd
<br />FILLED CELL BEE CC/S3 OR (2) FOR WALL HGT. 18'-s
<br />MUNICIPALITY. ��-
<br />TYPICAL G/S3 FOR ANCHOR I 5/8'x6' V BOLTS SEE SECTION C/53 FOR
<br />CONCRETE SLAB wi bXb BOLT INFO. BOLT 24' O.C. VERT. SEE THIS BHT FOR INSULATION CHART 1/8' STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION
<br />-
<br />DECO W,IF OR TIBERMESH' _ NOTE. -EXTEND 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' GYP. WB (MIN.) GARAGE
<br />�l DECO FINISH 4' E OR T x 6' EPDXY METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW 'BOONOOK DETAIL SIDE IF APPLICABLE.
<br />-� 6' BELOW GRADE I BOLT - USP BPT22 CONNECTOR
<br />-USP 5FT22 TYP. 5/8'0 x 10' 'J' BOLT 6 24' O/C W/ Vill EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN EXPANSION BOLL g24 ' O.C.
<br />`� > = 2x P.T. PLATE 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET BN FOR ADDITIONAL INFO) 2x P.T. PLATE W/ 1' EMBEDMENT (MIN. SHEAR
<br />4 r o N BP 5PT22 �1 EA. STUD 20" MIN. LAB_-- J 3500#, MIN. TENSION 2600#)
<br />I ASSUMED FINISHED MIN. 2500 PSI CONCRETE �- SPACE ANCHOR BOLTS E
<br />ct� : = SLAB W/ 6 x 6 2X P.T. PLATE 05 REINFORCING
<br />6 MIL VAPOR - GRADE 6 MAX FROM END OF 6 x 6 WI.4 x WI.4
<br />// F \�' /' z z WIA x WIA WEEP SCREED INSTALLED PER *3 OR #4 REINFORCING BAR BAR p 2' x PLATE VWWF OR FIBERMESH N 'T
<br />BARRIER p 4 \\ MONO OR STEMWALL ° WWF OR 15ERMEBH MANUF. 4 FRG SECTION R103.12.1 w m I
<br />// •� • • N FOOTING MONO SHOWN p ° o \ ° — -- #3 #� LAP SPLICE u — — — — —.— _ —°— — — — o - -
<br />COMP. SOIL. (COMPACTED • ° • FOR CLARITY D ° CO �— D D ' Z Fy= 40ksi =t a
<br />TO 135% MODIFIED �� � � ° D FINISH C�RADE� F 25" MIN. LAP -- � j m ' p .D D �
<br />PROCTOR ASTM D1551)
<br />° NOTE: g oD° ° \ MIL VAPOR BARRIER D D ° `�
<br />(2) 05 REBAR CONT. ON 3" MIN, CLR. SEE DETAIL FOR BEARING WALL � - // D \`\� \\\ N z - "5 REINFORCING BAR R 1 1/8
<br />3' CHAIRS TYP. U.N.O. 4' 1'-4' W/ UPLIFT ONLY / \ \ \ \ \ \ \ \ \ \\ • // �,/\\/ - ' LAP SPLICE (2) + CONT.-' 6 MIL VAPOR
<br />/ / COMP. SOIL. (COMPAGTED T \ ° ° \\ \ 36^ M�N_LAP _ _ 4YPI)CHAIRB BARRIER
<br />TYPICAL WALL SECTION ,� \ /\ /\ 95% MODIFIED PROCTOR ASTM \ \ lam,
<br />SCALE 3/4 = 1 -0 53 FFA1'IE UJALL. TO C.1�I_L�_ WALL. CON�IECT�ON D1551)
<br />4° I'-4" *6 REINFORCING BAR � STD. 90°NOOK
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-O' S3 #(o LAP SPLICE TrPICAL INTERIOR
<br />ADDITIONAL SLAB INFORMATION. � �IGAL XT IOR RAI„I WALL DOTING � RE5AR DETAILS � 5EARINC3 UJALL UJ/ UPLIFT
<br />NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT
<br />BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0" 53 SCALE: N.T.S. SCALE: 3/4°=1'-ID"
<br />13 ADDITIONAL SLAB INFORMATION. 53 S�
<br />PAVERS O.H.D. RECESS Z
<br />m
<br />�ox6WIA xW1.4
<br />WWF OR F15ERMESH
<br />I/2"(min.)- 4"
<br />-
<br />- 4, �t GRADE
<br />-III-III 4, c0 6 MIL VAPOR
<br />BARRIER
<br />•:� ICI —I
<br />I_� II II II II I I� 6 MIL VAPOR
<br />SEE A/53 OR J/S6 I _I I„I IJ; II I= BARRIER; /8 /
<br />FOR REINF. INFO. I 3' MIN. CLEARANCE
<br />MIN.
<br />1'-4' (1 STY) 1/2" GYP. BD.
<br />1'-&' (2 STY) (1) ROW 2x BLOCKING 6 MID HGT. HOLD GYP, BD. T�P I CAL Ti-i I Gi«NE D SL,4I� E IOC E �-
<br />FOR WALL HGT.:- 8'-11 (2) ROWS P.T. 2x 2 1/2' FROM SLAB SCALE: 3/4"=1'-0" S3
<br />C$,4RAC�E DOOR SL,45 RECESS J j 2x BLOCKING 6 3rd PT5 FOR zo _ CONT. BEAD SEALANT
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 WALL HGT. > V-6' -� - �r -2X STUDS 24' O.C. U.N.O.
<br />BLOCK WALL BEYOND INTERIOR GARAGE
<br />ADDITIONAL INFORMATION. I/2' GYP. WB (MIN.) � GARAGE SIDE -� - -31/2' �
<br />IF APPLICABLE. 13 CL MASONRY WALL AND MASONRY WALL AND
<br />ARIE PAD FOOTING PAD FOOTING
<br />1/4' DIA. X 3 1/4' TAPCONS 6 24' O.HD. RECESS � I 1/2' GYPSUM WALLBOARD U.N.O.
<br />RECESS FOR S.CxD. 6 x 6 WIA x W1.4 <r 2x P.T. PLATE EXPANSION JOINT � W/ DRYWALL SCREWS 6 8'O.C. EXTEND FILL DELLS
<br />SEE PLAN WWF OR FIBERMESH _ O/C 6" MAX FROM END OF 2 x - CONCRETE NAILS W/ 1 1/4 8 MASONRY WALL TO FOUNDATION PAD
<br />(2) 05 CONT. ON 3' PLATE = m -A - d: ° --'SEE THIS SHEET FOR INSULATION CHART _
<br />m EMBEDMENT � 12' O.C. STAGGERED MAT REINFORCING.
<br />"' CHAIRS (TYP.) 6 x 6 WI.4 x W1.4 \ ° ' FROM BOTTOM PLATE TO CONCRETE (MIN.
<br />6 MIL VAPOR
<br />v —
<br />m / # # ° CONT. FOOTING STEEL N
<br />WWF OR FIBERMEBH m a ° SHEAR 180 MIN, TENSION 120) 2 �CONT, BEAD 5EALANT BARRIER
<br />/\//�/ . /
<br />a, d d .. /\ /\ - ° - -°-- \/\\/ ';° °.. .° \ co _ CONCRETE SLAB z 6 x 6 W1.4 x WL4 �!- co G Dm
<br />6 MIL VAPOR m - �r WWF OR FIBERMESH cv
<br />BARRIER 6 MIL VAPOR °- - - zz z \ j\\\ _ \\/\\/\\/ u
<br />Lu
<br />° \ \ BARRIER i ' \ . \ \ 4J O iu �W LA
<br />n 1u \/\ z
<br />6 MIL VAPOR SEE A/53 OR / //.° m 6 MIL VAPOR \\ \\ \ ` \ >
<br />\ FOOTING w1
<br />SEE A/83 FOR BARRIER J/S6 FOR REINF. ",-3'MIN. CLEARANCE BARRIER
<br />REINF. INFO. 4" I'-4" 8" 8,1 11.4" 8" INFO. \i\\//�\//�\/, , \i\\,` BEYOND
<br />OPTION #1 1-4 (1 5TY) PAD REINFORCEMENT "
<br />1'-V (2 5TY) " , (SEE SCHEDULE) FOOTING WIDTH 3 IN.
<br />ADDITIONASEE TYP. L SLABLL CINFORMATION. TYPICAL INTERIOR BEARINGTION FOR 4 4 CLEARANCE
<br />GARAGE DOOR SLA5 RECESS J INTERIOR WALL SLA STEP NON--5RG.r<-"-))SEE SCHEDULE
<br />SLAB STEP � R�C�SS � S.C.D. 1„t �UALL UJ/OIJT UPLIFT ��P,4TI0 COLU�I�N �TC�. DETAIL N
<br />SCALE: 3/4'=1'-O' S3 5EE TYP. WALL 5EGTION FOR SCALE: 3/4°=1'-0" 53 ADD TIONAL�INFORMAT L 61HECTION R SCALE: N.T.S. 53 SLAB INFORMATION.SEE TYP. WALL SEE
<br />FOR ADDITIONAL SCALE: 3/4'=1'-O'
<br />5EE TYP. WALL SECTION FOR SCALE: N.T.B. CJ3
<br />ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION.
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<br />DANSCO
<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.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 =t0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED ANU SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWING ONLY.
<br />©2018 LEN NAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR 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.D0 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.: 381319
<br />DATE ISSUED: 10.09.18
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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