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INSULATION REQUIREMENTS
<br />LOCATION R-VALUE / TYPE
<br />EXT CONG WALL R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT PAGED
<br />EXT FRAME 2 x 6 R-IS KRAFT FACED
<br />R-30 BLOWN- IN TRUSS BorroM CHORD OR 2x4 BLOCKING DAN SCO
<br />CONDITIONED CEILING5/8'OR 1/2' HIGH STRENGTH (UND,) W/ 2-16d TOE NAILS a EACH END
<br />(INSTALL RAPPELS At EAVE) (OR V GYP TYPE 'X' a GARAGE ENGINEERING LLC
<br />GARAGE SEPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />REFER TO UNDERLAYMENT TABLE ON SHEET SNl R-11/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP WTW20 WHEN P.O. BOX 3400
<br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: (GARAGE / LIVING) SPF DOUBLE TRUSS ALIGNED WITH STUD BELOW I/2'OR 5/8' HIGH STRENGTH BOARD TRUSS BOTTOM CHORD OR 2x4 Apollo Beoch, Florida 33572
<br />(UNA) (OR 5/8 GYP. TYPE X + p.813.645.0166
<br />(1) LAYERS FOR 2:12 < SLOPE < 4:12 8'x8'xl6' NOMINAL BLOCK WITH TOP PLATE BLOCKING W/ 2-I6d TOE NAILS I.813.645.9698
<br />(U LAYER FOR SLOPE >_ 4:12 � GARAGE W/ A HABITABLE ROOM s EACH END www.danscoengineering.com
<br />3/8 MORTAR BETWEEN COURSES 2'x S.P.F. (OR EQUAL) STUDS a 16' O.G. UND. ) CA 25948
<br />12 PRE ENGINEERED WOOD TRUSS a 24' O.G. UN.O. �GOPI�IEGTOR S.P.F.DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />(TYP) VARIES HURRICANE ANCHOR a EACH TRUSS i u �� �� ii �
<br />i u 11a ii USP 5PT24 CONNECTOR CONNECTIONS. PROVIDE lU USP WTW20 WHEN
<br />(SEE UPLIFT SCHED.) W/ METAL PL. 1/2' CDX PLYWOOD OR 7/16' OSB. ll) ROW 2x BLOCKING a MID HGt. FOR WALL g
<br />�---------��---��---- -- _��____-----��--------- TRUSS ALIGNED WITH STUD BELOW
<br />r----�r------ r=-------- --- -ir---------ter---
<br />UNDER EA. TRUSS i ii u „ u u SHEATHING REQ'D. FOR ALL HGT. i W-6'. (2) ROWS 2x BLOCKING a 3rd 1/2' GYP. WB. MIN. a GARAGE SIDE ^�
<br />i u u n u n W-6'. IF APPLICABLE z
<br />OISTURE BARRIER i n u u u u EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT.) ,
<br />INSULATI B u u u u n INDICATED ON THE PLAN. ATTACH 2 x S.P.F. (OR EQUAL) STUDS a 16 O.G. U.N.O. O =
<br />OOF COVERING LJL —___-- L _-------JL---------JL---------- _-- SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING •MID HGt. FOR � N n
<br />1/16' O.S$. MIN. (FOR SHINGLE) OR IS/32' OSB r-------- �r---------�r---------�r--------- SHEATHING W/ ad COMMON NAILS e 8o i n u u u WALL HGt. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART �
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON 3/8 MORTAR BETWEENen
<br />8'x4'xlb' NOMINAL i ii ii ii ii M
<br />SHT. SNI SLAB 4 BLOCK 4' OZ. a BOUNDARIES 6' O.C.O C. a 5/8 0 x 10 J BOLT a 24 O.C. W/ a 4-
<br />BLOCK WITH 3/S' n u u EDGES, AND a 12 O.C. a FIELD USP SPT22 CONNECTOR � � Ids � a � �
<br />ELEV. VARIES L --- ---JL---JL---------JL-------- -- _ ---_— USP SF IL2 :/VI�119=CTOR T. 8 6 .
<br />MORTAR BETWEEN i n ii u u
<br />5/8'o x 10' 'J' BOLL a 2'0 x 3/I6' PLATE WASHER (TYP) an
<br />5/8 OR 1/2 HIGH COURSES CUT t0 u u u u _ u 2x P.T. BOTTOM PLATE 2 6 x 6 WI.4 x WIA UU OR FIBERMESH 900
<br />u u �� u u 24' O.C. W/ 2'mx3/16' 2x P.T. BOTTOM PLATE 9 00
<br />ALUMINUM SLOPE, i u �� a ELEV. 0 -0 3 1/2 MIN.
<br />STRENGTH CEILING DRIP EDCsE L__-- L------ L =__-----_JL__-= --=-JL__---_-Jl__-_ PLATE WASHER ITYPJ 6 x 6 W1.4 x WL4
<br />�---- ---�r— —— — — — — — — — 2>" z u.I
<br />BOARD PER CODE (OR u u II ° a A3=F. WWF OR FIBERMESH Lu 3
<br />5/8' GYP. TYPE 'X' a ALUMINUM FASCIA ELEV. -0 -4 1/2 L------ --_JL_ ____��----- - 4 ° Z �3 1/2' MIN. D --°- T o
<br />GARAGE W/A HABITABLE 12' O. 2x SUB FASCIA AFr-. d o °. °.. ° .. a ° , , — — — —D- — gyp_ _ — - — — — — — ° 1/2'
<br />ROOM ABOVE) ° Q a ELEV. -0 -3 1/2 _ D ° /\ \/ 3 1/2 (min.) TO 4-
<br />.4
<br />J
<br />2' VENTILATED °� °AFF O D o
<br />W/DRYWALL SCREWS a i' SOFFIT ° ° ° ° a 2x4 CONT. - - - - - - - ° \\ \\ 3 1/2'(min.)- 4' 3 1 2 mi
<br />O.C. CEILING 4 W O.G. :8'x8'XI&'icNOCK-OUT .Q;Q0D ,D°6 MIL VAPOR
<br />WALLSa a a °. Lv \ \ \ \ BARRIER
<br />�' � I 3 I/2 (min.) - 4
<br />SEE THIS SHT BLOCK W/ 15 CONT. GARAGE: DEPTH VARIES ° \ � \ \ \ \\\ \\ 6 MIL VAPOR (2) 0 CONT. 4� /\ 1/4 / 8' ()
<br />FILLED SOLID ° /� / �j/\�j/� /\ BARRIER
<br />INSULATION CHART W/GROUT d. °
<br />e. C2) "5 CONT. \ UN.O. MIN. a-
<br />Ix2 P.T. HORIZONTA ' C.M.U. TYPICAL 4" �'-4" 8" X ~
<br />NAILER TYPE 'S' MORTAR U.N.O. MIN.ALTERNATE: TYPICAL SEARING LL' W
<br />STD. 90°HOOK (SEE DETAIL) ARCHITECTURAL ,4R,a,CE S�Ag AT STEP g TYPICAL SEARING WALL f 5TEPrc",�W,4LL f STEP UJ/O SHEAR WALL CC W C
<br />SEE THIS SHT FINISH Lei
<br />SCALE: 3/4'=1'-0' SCALE: 3/4"-1'-0' S3 SCALE: 3/4'-1'-O' S3 =
<br />INSULATION CHART S3
<br />lx2 PT WO FURRING a 24' O.C. -�
<br />Q � m
<br />1/2' GYPSUM WALLBOARD URO. 2x S.P.P.STUDS a 16' O.C. " �/ V) w
<br />lU 5 VERT. IN FILL Z J
<br />CELLS (SEE 2x STUD I/2' OR 7/I6' OSB MIN. PLYWOOD SHEATHING �• Q O m
<br />Ix4 P.T. BASE NAILER FOUNDATION PLAN LOAD BEARING I NAILED W/ ad COMMON NAILS a 4' O/C Q m
<br />FOR LOCATIONS) EXTERIOR WALL 8 C.M.U. BOUNDARIES, V O/C EDGES, AND 12' O/C FIELD. U
<br />Z w
<br />3 1/4 BASEBOARD 4'x4' INSPECTION SHEAR WALL REQUIRES 2x BLOCKING a SEAMS. U
<br />MIN. 2500 PSI CONC. SLAB I I I'x P.T. STUD (2) ROWS OF 2x BLOCKING a \ ✓tea (1) ROW 2x BLOCKING a MID Q Z `n
<br />MIN PSI MAY VARY PER �n PORT At EACH v 2x SCUDS a I6 O/C `� ,_ F-' O �
<br />FILLED CELL SEE CC/63 OR 5 VERT. IN FILLED CELL THIRD POINTS / NOTE. HGT. FOR WALL HGT. s 8 b .
<br />MUNICIPALITY. TYPICAL G/53 FOR ANCHOR E THIS SHT FOR INSULATION CHART (2) ROWS 2x BLOCKING a 3rd U SO
<br />I 5/8'x6' 'J' BOLTS � SEE SECTION G/S3 FOR PTS FOR WALL HGT. > 8'-6'.
<br />CONCRETE SLAB W/ bxb IL NOTE:EXTEND BOLT INFO. BOLT a 24' O.C. VERT. SEE THIS SHT FOR INSULATION CHART -1/8' STUCCO FINISH PER ASTM C.1326 APPLY ADDITIONAL INFORMATION �
<br />W.4XWI.4 WWF OR TIBERMESH' 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER I/2' GYP. WB (MIN.) a GARAGE
<br />61 DECO FINISH 4' E BOLTS' x 6' EPDXY 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 5/8'0 x 10' V BOLT a 24' O/C W/ 2'#X EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN K.O. SLOGK USP SPt22 CONNECTOR
<br />2x P.T. PLATE 3/16' PLATE WASHER TYPICAL SECTION 4A SHEET SN FOR ADDITIONAL INFO.) 2x P.T. PLATE 5/8'0 EXPANSION BOLL •24 ' O.C.
<br />L `_Z "' W/ 1' EMBEDMENT (MIN. SHEAR TO THE BEST OF THE ENGINEER'S
<br />M ° I ASSUMED FINISHED MIN. 2500 PSI CONCRETE SPt22 s EA. STUD 20' MIN. LAP SPACE ANCHOR BOLTS KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />35000, MIN, TENSION 260(�) � PLANS AND SPECIFICATIONS COMPLY WITH
<br />6 MAX FROM END OF 6 x 6 WIA x W1.4 _
<br />s GRADE SLAB W/ 6 x 6 2X P.T. PLATE 5 REINFORCING 6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />WIA x WIA WEEP SCREED INSTALLED PER « BUILDING CODE, SECTION R3 S FOR
<br />b MIL VAPOR p ��' �' z = BAR Lu RESSUREECOEFCOSED(INTERNALIENT N ONE
<br />j �F p \� - - - - - - o - . p - WWF OR IBERMESH MANUF. 4 FRG SECTION R103,i.2.1 *4 AEC. GUST,
<br />S REINFORCING BAR W 2 x PLATE WWF OR FIBERMESH M v
<br />BARRIER 4' \ MONO OR STEMWALL
<br />COMP, loll (COMPACTED-/,- FOOTING MONO SHOWN E LAP PL I CE _ _ - - - — — _
<br />AFTER THE DATE R IS SIGNED AND SEALED.
<br />/\ • ° • \ FOR CLARITY ° . ° D �. -� ' D ° Z Fl = 40ka l d D. THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />i
<br />TO St MODIFIED p ° p \ \ \ \ D aJ � / � / / 0 SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />p�p�� AS
<br />y � � �\\ �\ � \ p p . .. ° .., _ FINISH CsRADE E 25" MIN. LAP N
<br />PROCTOR ASTM D155 1) D D° // X \ z / D Q '\/\ \ D D \/\— OFTHIS DRAWINGONLY.
<br />NO p p. _ ° \
<br />A - CONSENT FROM LENNAR CORPORATION.
<br />3 MIN. CLR STD" 90°HODK 'FOR FARING WALL \�j\�j\\j\� N 6 MIL VAPOR BARRIER / ° D \\ \\ i S REINFORCING BAR -1 \/ \// REPRODUCED IN ANY MANNER WffHOUT WRITTEN
<br />tp2019 LENNAR CORP -TH6 PLAN MAY NOT BE
<br />(SEE DETAIL) z R 1 1/8
<br />l2) 5 MBAR GONT. ON W/ UPLIFT ONLY D \�\/ *5 LAP SPLICE \ /\\\ \\\ \\ \ ®114TPR HESEDRAWINGSANDDFS EERI ARE THE
<br />3' CHAIRS TYP. U.N.O. 4' I'-4' \\ a - \ l2) 05 CONT. /� / / b MIL VAPOR THE CU NT ON THIS
<br />OFDOJEC. ENGINEERING, LLCAND
<br />'\ �\\� D ° . /\\ \\ ON 3' CHAIRS '\ // //\ BARRIER OR UNAUTHORIZED USE IS PROANY REPRODUCTION
<br />HWED.
<br />TYPICAL WALL SECTION ,a, //\��\��\��\��\��\ COMP. `'FOIL' (COMPACTED T \ / 36" MIN. LAP (TYP.) 8' 1'-4' 8' REVISION:
<br />95% MODIFIED PROCTOR TM
<br />,
<br />SCALE: 3/4' = 1'-0' S3 FRA1�f E l•U,4LL TO G.1"t.U. UJ,4LL CONNECTION D D155i) \\\ \\\ \ \ \ 1Q0 I ' �y DATE DESCRIPTION
<br />�6 REINFORCING BAR *5 STD. OO HOOK, UPDATED CONNECTION
<br />4' 1'-4' 06.08.18 1.01 CROSS-REFERENCE TABLE
<br />SEE TYR. WALL SECTION FOR SCALE" 3/4'-1'-0' S3 '"6 LAP SPLICE TYPICAL INTERIOR 01.09.19 1.02 ANDSTAIRSTRAP
<br />OF RLAYMENTR—
<br />ADDITIONAL SLAB INFORMATION. TYPICAL EXTERIOR RAI"1E WALL FOOTING NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT RE5,4R DETAILS 1= BEARING WALL UJ/ UPLIFTrG o2.11.19 103 UPDATED CONNECTION
<br />BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4--1--0' SCALE: �,� CROSS-REFERENCE TABLE
<br />13 ADDITIONAL SLAB INFORMATION, 83 53 SCALE: 3/4'-1'-0' CJ3 VERSION'NO.:-1.03/OZ11.19
<br />PAYERS OAD. RECESS Z
<br />6x6WIAxW1.4
<br />WWF OR FIBERMESH
<br />�_ 3 1/2 "(m In.)- 4'
<br />-1I I —III —I I — b MIL VAPOR � -
<br />-III-1 I_ .. `. ° • 4 I a —�-- t GRADE
<br />BARRIER
<br />11=-III III —I
<br />6 MIL VAPOR
<br />J/ III III II (III= BARRIER /,
<br />SEE A/53 OR S6 8" cam,
<br />FOR REIN. INFO. 3' MIN. CLEARANCE MIN. Ln
<br />/2 GYP. BD.
<br />1'-4' (1 STY) TYPICAL THICKENED SLAB EDGE L
<br />1'-8' (2 STY) (1) ROW 2x BLOCKING a MID HGT. 2, HOLD GYP. BD. rZ.
<br />FOR WALL HGT. <- 8'-6', (2) ROWS P.T. 2x 1/2' FROM SLAB SCALE: 3/4'=1'-0' S3 �� ( O
<br />G,4RAGE DOOR SL�45 RECESS J,j 2x BLOCKING a 3rd PTS FOR I 1 6 CONT. BEAD SEALANT m
<br />WALL HGT. > 8'-6' �-0 2X STUDS a 24' O.C. UN.O, LZ O
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 1
<br />ADDITIONAL INFORMATION 1/2' GYP. WB (MIN.) a GARAGE SIDE BLOCK WALL BEYOND _3 1/2, INTERIOR GARAGE W 0 �, > �
<br />IF APPLICABLE. 13" MASONRY WALL AND MASONRY PAp FOOTING L AND � v = ) r �
<br />ARIE
<br />CID
<br />RECESS FOR S.GD. 6 x 6 Wl4 x WIA :r 1/4' DIA. X 3 1/4' TAPCONS a 24' ^ EXPANSION JOINT O.W.D.RECESS �., I 1/2' GYPSUM WALLBOARD U.N.O. PAD FOOLING `LY j M = * � *
<br />2x P.t. PLATE EXTEND FILL CELLS � r � LL �
<br />L W/ DRYWALL SCREWS a VOL. Z � H
<br />SEE PLAN WWF OR FIBERMESH O/C 4 a 6 MAX FROM END OF 2 x CONCRETE NAILS W/ 1 1/4 8 MASONRY WALL t0 FOUNDATION PAD Q w = LLi LLi
<br />PLATE = - ``� EMBEDMENT a 12' O.C. STAGGERED,
<br />M E l2) 5 CONT. ON 3' � � 4 ° �^ .�: ,� . V � SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. � _ Z
<br />b x 6 WI.4 x W1.4 FROM BOTTOM PLATE TO CONCRETE (MIN. CONT. FOOLING STEEL 6 MIL VAPORLu
<br />•r T = -� - CHAIRS (TYP.) _ • . ,
<br />`" m , . , SHEAR IS& MIN. TENSION 1200) 2' CONT. BEAD SEALANT ±
<br />WWF OR FIBERMESH �j\/\ / BARRIER
<br />\ \ \
<br />CONCRETE SLAB 6x6W1.4xWIA
<br />_ 6 MIL VAPOR m D /\/ - - _ - - - - Tel WWF OR FIBERMESH �v W SECTIONS, DETAILS, & NOTES
<br />a,
<br />v / a BARRIER y . 6 MIL VAPOR a. \ \\ • \ \ \ Lu MONO
<br />�, , \\\ \�\\ \ o ° \/\\/ j BARRIER r \,\,r\, 4 =—�=-- —� ,�' o �W ���\\ ��%�i\' z c ►
<br />--_ - - �-=\ — o SHEET INFORMATION:
<br />6 MIL VAPOR SEE A/53 OR /� //. 6 MIL VAPOR \ ' \ Q
<br />:%\ /\ -', uL JOB NO.: 390446
<br />SEE A/53 FOR \\\ i\ i \ //�\/�/ //%\ i BARRIER J/S6 FOR REIN. \ 3' MIN. CLEARANCE BARRIER \ ' \ �� �� �� �� NtING u
<br />REIN. INFO. 4 14 8 8, 1,-4, 8, INFO. I'-4' (I STY) \\\�/\\/i /•\\\\\i/ BEYOND DATE ISSUED: 04.04.19
<br />OPTION 01 PAD REINFORCEMENT 3' MIN. DRAWN BY: LF
<br />[�
<br />SEE TYP. WALL SECTION FOR STY) 4' 4' (SEE SCHEDULE) CLEARANCE
<br />ADDITIONAL SLAB INFORMATION. TYPICAL INTERIOR BEARINGSEE SCCHEDULE
<br />REVIEWED BY: TH
<br />SLAB STEP RECE55 S.G.D. 1"I UJALL UJ/OUT UPLIFT S GARAGE DOOR SLAB RECE55 J INTERIOR WALL SLAB STEP NON-SRG.KOK P,4TI0 COLUMN 1=TG. DETAILKN
<br />SCALE: 3/4'=1'-O' CJ3 5EE TYP. WALL 5EGTION FOR SCALE: 3/4"=1'-0' S3 ADDIT ONAL INFORMATION. SECTIONSEE TYP. WALL �R SCALE: N.T.S. 53 SLAB INFORMATIONE TYP. WALL .
<br />FOR ADDITIONAL SCALE: 3/4'-I'-0' S3 j S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 83
<br />ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION
<br />
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