|
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
<br />CONDITIONED CEILING (INSTALL 1/2' HIGH STRENGTH (U.N.O.) W/ 2-I6d TOE NAILS • EACH END DANSCO
<br />(INSTALL BAI=EELS AT EA1/E) (OR % GYP. TYPE 'X' • GARAGE
<br />GARAGE SEPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ENGINEERING, LLC
<br />REFER TO UNDERLAYMENT TABLE ON SHEET SNl R-11/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN P.O. BOX3400
<br />FOR UNDERLAYMENt REQUIREMENTS t PROVIDE: (GARAGE / LIVING) TRUSS ALIGNED WITH SCUD BELOW I/2'OR 5/8' HIGH STRENGTH BOARD Apollo Beach, Florida 33572
<br />FOR
<br />LAYERS NDER FOR EN < SLOPE < 4:T S.PF. DOUBLE (UN.Oa (OR 5/8' GYP. TYiE 'X' • TRUSS BOTTOM CHORD OR 2x4 p.813.645.0166
<br />TOP PLATE BLOCKING W/ 2-16d TOE NAILS 1.813.645.9698
<br />(1) LAYER FOR SLOPE >_ 4:12 8 x8 xlb NOMINAL BLOCK WITH GARAGE W/ A HABITABLE ROOM •EACH END www.danscoengineering.com
<br />PRE ENGINEERED WOOD TRUSS • 24' O.C. UND. 3/8 MORTAR BETWEEN COURSES USP 6PT24 2'x S.PF. (OR EQUAL) STUDS • 16' O.G. UNA. ) CA 25948
<br />12 CONNECTOR S.P.F. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />HURRICANE ANCHOR •EACH TRUSS I II a II II
<br />ItYP.) VARIES i n - n _- _ u n USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN C
<br />(SEE UPLIFT SCHEDJ W/ METAL PL. 1/2 COX PLYWOOD OR l/Ib OS$. ll) ROW 2x BLOCKING o MID HGT. FOR WALL TRUSS ALIGNED WITH STUD BELOW
<br />UNDER EA. TRUSS r -ir---- r-_-- --- -ir---------,r----
<br />i li ii II n n SHEATHING REQ D. FOR ALL HGT. <8 -6 . (2) ROWS 2x BLOCKING * 3rd I/2 GYP. W$. MIN.. GARAGE SIDE
<br />i u ii n u u EXTERIOR OR SHEAR WALLS AS FT$ FOR WALL HGT. > 8'-6'. IF APPLICABLE z
<br />OISTURE BARRIER i n ii u n u 2'x S.PF. (OR EQUAL) STUDS • 16' O.C. UND. o
<br />INSULATI B i �� u u �� a INDICATED ON THE PLAN ATTACH
<br />OOF COVERING L_-JL_- L ___---_-JL-____-_-_JL_---_____JL___ SEE THIS SHt FOR INSULATION CHART (1) ROW 2x BLOCKING A MID HGT. FOR N ►�
<br />1/16' O.S.B. MIN. (FOR SHINGLE) OR IS/31' OSB r----------,r--,r----------ir----------1r--------- SHEATHING W/ 8d COMMON NAILS 9
<br />i u u ii n WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON ii u u n 3/8' MORTAR BETWEEN 4' O.C. a BOUNDARIES, 6' O.C. * * 3rd PTS FOR WALL HGT. , 8'-61 M In
<br />SHT. SNI 8 x4 x16 NOMINAL i ii ii u n EDGES, AND • 12' O.C. • FIELD USP SPT12 CONNECTOR 1 1 a
<br />ELEV. VARIER BLOCK WITH 3/8' _ �� _ �� �� �� -_- SLAB BLOCK 5/g'4 x 10' 'J' t • 2'4 x 3/16' PLA�LTWASHER 11YPJ Ih
<br />L _ __�� _ -A--- = ____-JL_________JL___ USP SPT22 CONNECTOR
<br />r ---ter--- �r=-- �r---------�r------- -��---
<br />- MORTAR BETWEEN i u u u - n
<br />COURSES CUT TO i ii ii ii ii ii 24' Q.G. W/ 2'0 �6' 1x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 2. H a
<br />5/8 OR /2 NIGH ALUMINUM SLOPE. 1 11 a �� 0) ll 6 x 6 WI.4 x WI.4 WUJF OR FIBERMESH Z 00
<br />STRENGTH CEILING DRIP EDCsE L___= L- ----= �f =__ JL ___ __ __JL____-_-JL_-__ ELEV. 0'-0'OIL PLATE WASHER (TYP.) 2„ 6 x 6 WIA x WIA
<br />3 1/2' MIN.
<br />BOARD PER CODE (OR i u II -- JL a 4' 4 . °:. A.F.F. WWF OR F15EWESH � �D
<br />5/8' GYP. TYPE 'X' w ALUMINUM FASCIA ELEV. -0 -4 I/2 L______-_-JL_----JL----- Z 3 1/2 MIN. g
<br />GARAGE WIA HABITABLE 12' O. 2x SUS FASCIA AFF. Q e ° e.. ' ; ° :° a ELEV. -0'-3 1%1' �p - -D- - - - - - - D ° p ° 3 1/2'(min.) TO 4' '
<br />z /
<br />ROOM ABOVE) 2' VENTILATED ° ° 4 .. °a a A. °.e ° AFF. O - - - - - - - ° `A� ,D ° ° , •. \\ \ \
<br />W/DRYWALL SCREWS • 'I' SOFFIT e ° e e a 2x4 CONT.a ° ° LL D ° ' \ \ 3 I/2 (mi11.)- 4 3 1 2
<br />O.G. CEILING 4 8' O.G. e ` ° e �. ° , , a 0 a0° • \ \ \ \ \ b MIL VAPOR
<br />WALLS 8 x8 XI6 KNOCK -OUT a . l ' I ° a e a e 3 1/2 lmin.) - 4''
<br />g/ \\ \ / \ \\/ \ /\ BARRIER
<br />SEE THIS SHT BLOCK W/ I05 CONT. ° GARAGE DEPTH VARIES ° \ / \ \ \ \\\ \ 6 MIL VAPOR (2) "5 CONT. 4, \ 1/4" 8' U
<br />FILLED SOLID ° ° a. 4 /i BARRIER �
<br />INSULATION CHART W/GROUT 4. 4
<br />(2) "5 CONT. ," MIN.
<br />Ix2 P.T. WORIZONTA ' C.M.U. , TYPICAL UN.' 1r-4"" MIN.,4LTERN,4TE TYPIC,4L BE,4RING cn w w
<br />NAILER TYPE S MORTAR � Lu
<br />STD.90°HOOK (SEE DETAIL) ARCHITECTURAL T'rF[C;,4L BEARING WALL 6 5TEPK"C;� WALL -s STEP W10 SMEAR W,4LL Kc"C Lu
<br />GARAGE SLAB AT STEP B Lu
<br />SEE tH15 SHT FINISH SCALE: 3/4'=1'-0' SCALE: 3/4'■1'-0' S3 SCALE: 3/4'=1'-0'
<br />INSULATION CHART Cj3 53 o J
<br />IX2 PT WD FURRING 0 24' O.G. , ap
<br />1/2' GYPSUM WALLBOARD UNA. 2x S PF. STUDS • 16' O.C. Z J
<br />lU'5 VERT. IN FILL
<br />CELLS (SEE 2x STUD 1/2' OR 1/16' OSB MIN. PLYWOOD SHEATHING Coll Q O ao
<br />co
<br />lx4 P.T. BASE NAILER FOUNDATION PLAN LOAD BEARING I I NAILED W/ 8d COMMON NAILS e 4' O/C
<br />FOR LOCATIONS) EXTERIOR WALL 8' C.M.U. BOUNDARIES, 6' O/C EDGES, AND 12' O/C FIELD. Z w O
<br />3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING ! SEAMS. U
<br />MIN. 2500 PSI CONC. SLAB M FOR INSPECTION I I I'x P.T. STUD (2) ROWS OF 2x BLOCKING s Z CV
<br />(I) ROW 2x BLOCKING �+ MID � Z �
<br />MIN PSI MAY VARY PER n PORT At EACH � 2x STUDS • I6 O/C HGt. FOR WALL HGt. s 8'-6'.
<br />MUNICIPALITY. FILLED CELL SEE CC/S3 OR '5 VERT. IN FILLED CELL THIRD POINTS NOTE; Cn O C")
<br />E THIS SHT FOR INSULATION CHART (2) ROWS 2x BLOCKING • 3rd
<br />TYPICAL G/53 FOR ANCHOR � � � � SEE SECTION c/53 FOR
<br />Lu I 5/8 x6 J BOLTS ' FT$ FOR WALL HGT. > 8'-61. CL
<br />CONCRETE SLAB W/ 6Xb NOTE=EXTEND BOLT INFO. BOLT • 24' O.C. VERT, SEE THIS SHT FOR INSULATION CHART i/8' STUCCO FINISH PER ASTM G. 926 APPLY ADDITIONAL INFORMATION
<br />W1.4XWI.4 WUP OR 'FIBERMESN' 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' GYP. WB (MIN.) A GARAGE
<br />DECO FINISH 4 E OR T x 6 EPDXY METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW WONOOK DETAIL SIDE IF APPLICABLE.
<br />-� 6' BELOW GRADE I BOLT LISP SF'T22 CONNECTOR
<br />•USP SF'T22 TYR 5/8'4 x 10' 'J' BOLT a 24' O/C W/ 2'#X EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN K.O. BLOCK 5/8'o EXPANSION BOLT *24 ' O.C.
<br />L iv 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET SN FOR ADDITIONAL INFO) 2x PT. PLATE pJ/ �� EMBEDMENT (MIN SHEAR TO THE BEST OF THE ENGINEER'S
<br />_ 2x P.T. PLATE 3500", MIN TENSION 2600�)
<br />� ' •p '� ' ° D dJ Z SPT22 • E,a, $�(� 2fa" MIN. LAP KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />co i i I ASSUMED FINISHED MIN 2500 PSI CONCRETE USP2X P.T. PLATE REINFORCING b' MAX FROMFROM ENDI SPACE ANCHOR OF b x 6 WI.4 x WI.4
<br />M Q E 6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />6 MIL VAPOR /' z GRADE BLAB W/ b x 6 BAR tU - 140 MPH (VosdBUILDING E, SECTION R301 FOR
<br />= 108MPH), 33 SEC. GUST,
<br />// f z WI.4 X W1.4 WEEP SCREED INSTALLED PER '13 OR #4 REINFORCING BAR 0 2 X PLATE WWF OR FIBERMESH '`� EXPOSURE "C" ENCLOSED (INTERNAL
<br />BARRIER } .p a' \\ MONO OR STEMWALL - - = - - - - - : ° WWF OR IBERMESH MANUF. 4 FRG SECTION W03.i2.) LU `^ PRESSURE COEFFICIENT - io.18) WIND ZONE
<br />COMP.
<br />.p // • • N FOOTING MONO SHOWN ° o' \ E *3 *4� LAP SPLICE u _ _ -._
<br />CO If . SOIL. (COMPACTED D D .� D THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />° .D m 0 SIGNED AND SEALED SIFTED DRAWING ON FOR THE STRUCTURAL PORTION
<br />/\ - FOR CLARITY
<br />-v L� D.
<br />° � ° ' Q • D D Z �� � 40� ( � ° � AFTER THE DATE R Is SIGNED AND sEAL�.
<br />t0 95� MODIFIED / / /\/ \ D \ \ \ \ M -0 D FINISH GRADES i 25" MIN. LAP `)
<br />PROCTOR ASTM 01551) �\ ,�\ \ ° .
<br />_ > ° p' ° /// /// ///\ / // / Q ° \/\\CW19 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />NO D - CA -� \ REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />3' MIN. CLR STD. 90°HOOK *FOR BEARING WALL 8 \\j\\j\Nj �' G MIL VAPOR BARRIER / o. ° \\ \\r _ S REINFORCING BAR R 1 1/8, w / \// \ \ CONSENT FROM LENNAR CORPORATION.
<br />(1) 5 REBAR CONT. ON (SEE DETAIL) W/ UPLIFT ONLY / D -THESE
<br />3' CHAIRS TYP. U.N.O. 4' I'-4" \ \ \ �\ • // ///\/ "' *5 LAP SPLICE45
<br />®2NT PROPER DRAWINGS AND DESIGNS ARE THE
<br />// // / JOINT PROPERLY IS PROJECT.
<br />ENGINEERING, U.0 AND
<br />(z) �5co'NT. � /�, � 6 MIL Y,ApP�? THE CLIENT ON THIS PROJECT. ANY R�RODUCTION
<br />D ° . ' \\ \\ , ON 3' CHAIRS BARRIER OR UNAUTHORIZED USE 6 PROHIBITED.
<br />/ / / / //� / COMP. SOIL. (COMPACTED t / Sao MIN. LAP (te) s' 1'-4' s' REVISION:
<br />TYPICAL WALL SECTION ,A /\ /\ /\ /\ /\ St MODIFIED PROCTOR ASTM / /\/�T It
<br />\\\ \\\ \ \ 10 DATE DESCRIPTION
<br />SCALE: 3/4' = 1'-0' S3 FRAME UJ,Ll,�� TO C,j"j.U. I.UALL CONNECTION j� DI55-1) Q/�c UPDATED CONNECTION
<br />SEE TYR WALL SECTION FOR SCALE: 3/4'=1'-O' S3 4 1 -4
<br />'T6 REINFORCING BAR STD. 30 HOOD 06.08.18 1.01 CROSS-REFERENCE TABLE
<br />ADDITIONAL SLAB INFORMAtIONL % LAP SPLICE TYPICAL INTERIOR ROOFUAND STAIR STRAP
<br />TYPICAL EXTERIOR I=RA1'�IE WALL I=00TLNG E j /� 5 'II III �I 01.11,19 1,03ROOFEDCO CONNECTION
<br />NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT RE.BAf , DE•T,4IL VEARIN WALL w/ UPLIFT 02.11.19 1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />13 BLOCK WALL BEYOND SEE TYR WALL SECTION FOR SCALE: 3/4'-1'-0' S3 SCALE: Nth. 53 SCALE: 3/4'=1'-0'
<br />ADDITIONAL SLAB INFORMATION�j3 VERSION N0. 1.03 10111. 19
<br />PAVERS O.W.D. RECESS z
<br />-KV y
<br />m bx6W14xWI.4
<br />.: .:. WWF OR F15ERMESW
<br />a_° `
<br />-1I II I II I III II I<... 4" I I a b MIL VAPOR - 4 \ �t GRADE �•'�_'
<br />BARRIER / / / /
<br />-III III=' 6 MIL VAPOR :�'
<br />LWI_ - - `„
<br />- _ BARRIER \ r, �
<br />SEE A/63 OR J/sb _, I I I I I I ( I I I I- 4g
<br />FOR REINF. INFO. 3' MIN. CLEARANCE MIN. o
<br />I'-4' 11 STY) I/2 GYP. BD.
<br />I'-B' (2 STY) (1) ROW 2x BLOCKING * MID HGT. 2' HOLD GYP. BD. TYPICAL THICKENED SLAB EDGE L �
<br />FOR WALL HGt. s 8'-b', (2) ROWS P.T. 2x 1/2 FROM SLAB SCALE: 3/4 =1 0 S3 O
<br />GARAGE DOOR SLAB RECESS �,j 2x BLOCKING • 3rd FT$ FOR CONT. BEAD SEALAN m
<br />WALL HGT. > 8'-6' 0 0 2X STUDS • 24' O.C. U.N.O. z O
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION 4 w
<br />BLOCK WALL BEYOND INTERIOR GARAGE W r �
<br />1/2 GYP. WB (MIN) a GARAGE SIDE
<br />IF APPLICABLE. 13 E rz _3 MASONRY PAD FOOTING L AND MASONRY PAD FOOTING L AND W w v = o g �
<br />ARIE OHO. RECESS I I/2' GYPSUM WALLBOARD UNA. �++ L
<br />00
<br />RECESS FOR S.G.D. b x 6 WIA x W1.4 �r 2x P.T. PLATE 1/4' D1A. X 3 1/4' TAPCONS a 24' EXPANSION JOINT , EXTEND FILL CELLS w
<br />SEE PLAN WWF OR P15EWESH O/G 4 • b' MAX FROM END OF 2 x CONCRETE NAILS W/ 1 1/4' lU/ DRYWALL SCREWS • 8 OC. 8' MASONRY WALL TO FOUNDATION PAD a ui =LLi W u.
<br />C PLATE = "� EMBEDMENT • 12' O.C. STAGGERED MAT REINFORCING. `" °' QL °-
<br />m (2) 5 CONT. ON 3' d a ... FROM BOTTOM PLATE t0 CONCRETE (MIN SEE THIS SHEET FOR INSULATION CHART E _ Z
<br />° ' e CHAIRS (TYR) 6 x b W1.4 x W1.4 CONT. FOOTING STEEL 6 MIL VAPOR � `r W ❑ ❑
<br />-�- -.- M ,. .•
<br />T WWF OR FIBERMESH '� / / SHEAR IS& MIN. TENSION 120') 2 CONT. BEAD SEALANT BARRIER
<br />A °---.- -° --°- --�-- \//\\/ \ aD GONCRETESLAB C 6X6WIAx0.4 �'d dJ� �
<br />SHEET TITLE.
<br />/ ; ' rn WWF OR FIBERMESH SECTIONS, DETAILS, & NOTES
<br />b MIL VAPOR r m D D. 0 �\ •, . 4. C - =� - -.- - \ \ • \ \ \
<br />- / 4 BARRIER i / / / \ dJ \/\\ _ \\/\\/\\/ Lu (MONO(
<br />/\\/ r/ / ... / 6 MIL VAPOR , ;� -�- - _ c� u, 0
<br />/ \� BARRIER 1- - - \% 4 Q o `, SHEET INFORMATION:
<br />\\ b MIL VAPOR SEE A/53 OR /� //. cn 6 MIL VAPOR \ \ �` \ \ ' \ \ u \ JOB NO.: 390441
<br />SEE A/83 FOR 4; \ r� 4 r\ r8' //�/�/ // j BARRIER J/% FOR REINF. 3 MIN. CLEARANCE BARRIER \ \ \ \\/%\\//\\//\\// \\//\,1\ �Yq�p V DATE ISSUED: 04.04.19
<br />RE INK INFO. INFO. \r\
<br />OPTION #I 8 I -4 8 1'-4'(1 STY) PAD REINFORCEMENT /r //i
<br />SEE TYP. WALL SECTION FOR I'-S' (2 STY) 4' 4. (SEE SCHEDULE) FOOTING WIDTH CLEARANCE DRAWN BY: LF
<br />ADDITIONAL SLAB INFORMATION TYPICAL INTERIOR BEARING REVIEWED BY: TH
<br />G,4R,4GE DOOR SLAB RECE55 J INTERIOR WALL 5L,45 STEP NON-BRG.rK SEE SCHEDULE5LA6 5TEP 4 }RECESS 6 S.G.D. 1'''I U1ALL UJ/OUT UPLII=TP,4TI0 COLUMN FTC. DETAILrN
<br />SEE TYP. WALL SECTION FOR SCALE: N.T S. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE. 3/4'=1'-0'
<br />SCALE: 3/4'ml'-O' CJ3 5EE TYP. HALL 5EGTION FOR SCALE: 3/4'=1'-0' CJ3 ADDITIONAL INFORMATION. 53 SLAB INFORMATION.53 SEE TYR WALL SECTION FOR SCALE: N.TS. 53
<br />S3
<br />ADDITIONAL 5LA8 INFORMATION. ADDITIONAL INFORMATION it
<br />O
<br />O
<br />LO
<br />
|