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2347 fiddlers ln dwgsMill 1'1011111.7 Iv1 {rI I V1 vi wv.vv.. .. 803 - must be made within —6days of receipt of goods and prior to installation. otherwise, saw calm wilill De denied. o � a { }9.} 3-00-00 rl nRlno PRODUCT APPROVAL CODES: -------------- 39-03001 ------------ 2-0 --08 A02 A02 A03 S# @ " —A04 / ' A06 a A09 oda 5A10 { All R P03 Al2 IU FA V Al __..- __ •-_.._. AM A09 ... ..--,...�.... A07 2-02-10 A06 .� -- A05 A15 A03 A03 \<- A" 0 W C) U- 0 PLATES 2197.... BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLI-JOIST 7427.... BLUELINX ON -CENTER RIMBOARD 7427 LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f Total Load 37 55 p.s_f ------------------------------ Duration Factor t1.25 1.00 Building Code FBC 2014 RES i Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT Building Exposure C Building Type Closed r------------ NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and i, their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricator. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly. it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured Manning Building Supplies._____ _____ Warning: Conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection: and permanent bracing which may be required in specific applications. See "Bracing wood trusses commentary and recommendations (BCSI 1-03) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury__ —_— Approved truss anchor by builder. 2x4 minimum top and bottom chords Square cut overhangs. 12r 7 - 1 — ---- j 4 6H6" �— j 6•U2" I 12 SRO. �,� �CJnle�not®iJ") otherwise. Engineer of Record: No Engineer of Record on file imanning tiuming Supplies, INC. 11155 Philips Parkway Dr. E. Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260-2981 re IS WWW MBS -CORP -COM _—_--`l JAXTRUSS�MBS`C4RP.GOM Customer. Glenn Layton Hms --------------- Hammond Residence LoWN—Ou—bdiv 54 / /Ocean Walk 3ca/e: — ate; Prewrt may: Job Number 3/32"=1' /28/2017 1 AC I J160655 NOTES: 1/2" HOLDBACK FOR SHEATHING - PROVIDED. STEP @ LIVING. ALL OTHER INTERIOR PLT AND CLG HEIGHTS ARE AT 10' 1-2116". 4 REAR PORCH PLT HT @ 9' 6-2/16". 2'2-1/4" OVERHANG IN THIS LOCATION TO CREATE UNIFORM FASCIA LINES. CONVENTIONALLY FRAME AS NEEDED. TRIM/ADD TAILS AS NEEDED. N 'j OVERFRAME AS NEEDED. LIGHT ATTIC STORAGE PROVIDED IN THE -�.. GARAGE. �iange�$cheduia ' HTU28 17 — 0 W C) U- 0 PLATES 2197.... BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLI-JOIST 7427.... BLUELINX ON -CENTER RIMBOARD 7427 LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f Total Load 37 55 p.s_f ------------------------------ Duration Factor t1.25 1.00 Building Code FBC 2014 RES i Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT Building Exposure C Building Type Closed r------------ NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and i, their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricator. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly. it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured Manning Building Supplies._____ _____ Warning: Conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection: and permanent bracing which may be required in specific applications. See "Bracing wood trusses commentary and recommendations (BCSI 1-03) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury__ —_— Approved truss anchor by builder. 2x4 minimum top and bottom chords Square cut overhangs. 12r 7 - 1 — ---- j 4 6H6" �— j 6•U2" I 12 SRO. �,� �CJnle�not®iJ") otherwise. Engineer of Record: No Engineer of Record on file imanning tiuming Supplies, INC. 11155 Philips Parkway Dr. E. Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260-2981 re IS WWW MBS -CORP -COM _—_--`l JAXTRUSS�MBS`C4RP.GOM Customer. Glenn Layton Hms --------------- Hammond Residence LoWN—Ou—bdiv 54 / /Ocean Walk 3ca/e: — ate; Prewrt may: Job Number 3/32"=1' /28/2017 1 AC I J160655 } SEMINOLE 5EACH VID FPE �j t�d"6��G�PZP Q USGpJ4r X0.04' 5 00`02'41 ° E EXIST PUBLI SIDE 15.00' N 513'5'1'lro' 41 !t 1 3$' PRIVATE VEGETATION BUFFER �hFFD ENCE I qpSCREEN ENCLOSURE ((5Y OTHERS) I I POOL 16' (12'x24') 7' 0 12,"1' A \ �� y'a 12' L.;(NE"� LOT GO PAGE- 5UJLF-)IN FOOiFFR;>INT:: 3,115 SO FT DRIVE/ ALK. 'a&O 5O FT CON LO`) 5TOOF/ /G FAD. 40 SO F FOOL IDCid: 51ro 5Q FT LOT 5O 7: 16,151 5O FT TOTAL I 1PERVIOU511 5,531 / 1(0,151 e 34.255® FLOOD ZONE INFOR`'ii ATION TAKEN FROM FLOOD INSURANCE RATE MAP NUI-15ER 040-44 FOR T1 -IE CITY OF JACKSONVILLE, FLORIDA, DATED 0le-03-2013. PROPERTY 15 LOCATED IN FLOOD ZONE "X" EFR0510N GO TROL 15 REQUIRED AROUND THE PROPERTY BOUNDARY Date: y - r:,' NON -ACCESS ASEMENT ark 3� ?JA VVV. �'" � � � � 3" jZocF ac,LJ�tn�ts t F OViiGµArlG• � 5 `q �� FvtsNvl m LA 1' i`c71 1D•/f F B PREPARE® FOR: GLENN LAY ON HOMES KLA fDUi� �111.2'-�� Z&Bociatc8, inc. SCALE $S ZE&IDENTIAL Y, OCEANI ALK at � DRAWN BY co ko JBF DUVAL COUNTY, FL 1999 Wells Road • Suite E • Orange Park, FL 32073 JOB NO. PLAN NO. 1 el: (904) 272-5339 1-1-1045 aD 0 P i 1 3$' PRIVATE VEGETATION BUFFER �hFFD ENCE I qpSCREEN ENCLOSURE ((5Y OTHERS) I I POOL 16' (12'x24') 7' 0 12,"1' A \ �� y'a 12' L.;(NE"� LOT GO PAGE- 5UJLF-)IN FOOiFFR;>INT:: 3,115 SO FT DRIVE/ ALK. 'a&O 5O FT CON LO`) 5TOOF/ /G FAD. 40 SO F FOOL IDCid: 51ro 5Q FT LOT 5O 7: 16,151 5O FT TOTAL I 1PERVIOU511 5,531 / 1(0,151 e 34.255® FLOOD ZONE INFOR`'ii ATION TAKEN FROM FLOOD INSURANCE RATE MAP NUI-15ER 040-44 FOR T1 -IE CITY OF JACKSONVILLE, FLORIDA, DATED 0le-03-2013. PROPERTY 15 LOCATED IN FLOOD ZONE "X" EFR0510N GO TROL 15 REQUIRED AROUND THE PROPERTY BOUNDARY Date: y - r:,' NON -ACCESS ASEMENT ark 3� ?JA VVV. �'" � � � � 3" jZocF ac,LJ�tn�ts t F OViiGµArlG• � 5 `q �� FvtsNvl m LA 1' i`c71 1D•/f F B PREPARE® FOR: GLENN LAY ON HOMES KLA fDUi� �111.2'-�� Z&Bociatc8, inc. SCALE �l Loi 54 ZE&IDENTIAL MSIGN 65 OCEANI ALK DATE DRAWN BY 0/19/201i JBF DUVAL COUNTY, FL 1999 Wells Road • Suite E • Orange Park, FL 32073 JOB NO. PLAN NO. el: (904) 272-5339 1-1-1045 K15S2 ntl",i of - tai � le : E 41 b�Y �� 0� r-C:-�►� �3' „ ya 60.04' 5 00"02'41" E 5.00, N 15Tr2l 16" E 35' PRIVATE VEGETATION BLIFFER —A X X M to 1 a�j SCREEN ENCL05URE co 0 (BY OTHERS) 3: Q�a� � 16' 3 2pj$ / ►" )Gr— N 15TING 5L IC )E WALK 11�-N` a(' 2.67' r m � v 46"h POOL fENCE 1 I 1 POOL (12'x249 ) 4133' LOT COVERAGE: BUI DINC� FOOTPRINT- 3,715 SQ FT x DRI lWALK: 9ro® SQ FT (ON LOT) STOOP/A/C IAD- 40 SQ FT FOOL DECK: 51Po SQ FT L07 SQ FT: 10,151 SQ FT TOTAL IMPERVIOUS: '"✓-,531 / ]&,151 = 34.25!0 FLOG ZONE INFORtIATION TAKEN FROM FLOOD INSURANCE RATE MAP NUMB R 0407H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-2013. PROPERTY 15 LOCATED IN FLOOD ZONE "X" EFZO ION CONTROL I5 REQUIRED AROUND THE PROPERTY BOUNDARY SCALE AY ® I�. gociates, inc. 111=20'-O" QESIDENTIAL DMIGNED-8 DATE DRAWN BY 6/19/2011 JB1= 1999 Wells Road • Suite E • Orange Park, FL 32073 JOB NO. PLM) NO. Tel: (904) 272-5339 1 1-1-1045 K15132 OFFICE COPY 7.5' NON -ACCESS ASEMENT R "rj 9 ctl cel b ( q crl & 4 r Vill 1D• 9 PREPARED FOR: GLENN LAY ON HOMES LOT 54 OCEAN WALK DUVAL COUNTY, FL PLAT BOOK 42 PG. 1-1F Io IJ O O n 9 d X a m �0(nI D o� moo v v vvvv v o CFO m m IT) m m m m m m m m m m ym vm m z m i z z Z Z Z Z Z z z Z Z Z Z z Z r Z 0 x�++ i 0 0 0 o O (t oy 0 0 0 9 -04 l� Ln rn N (mn imn m In N m (mil In m� N �iIlm/l1 N W (mi) O O p D �' O< 0 Z 137 D N p 2 Z a o 0 om�A< �_ z o m mo rC0 zm v v vov� I m o L �) N w 2 2 'O O > Oc Z N INTI 00 O z C z z 0 m m m v –i O O Z � mC m •'� m o v f�1 m r r zIZ*I 0 O a L4m Ln v a (n a x OO z z n G7 GJ 2 mm D o o u) 0 8.00' = O rr z o ,F; m zOZ EDmiZ m �> D Mwrzij wzo 0 0 o �mmm(ID: n�I 3 0 O Z z O D r N a Grr D� Jzr� O GG o 0 ul Cl 0 o) O � OW c_ (� 0 0 o O � m ul in OD C x '* OD I .{a m Qo V) to n m o m m -D-I o v 0 a wm > O o � z o N y O Z Lo i t �. J NmN �� CJs r NZ D o D oino >>;v0Cn0i X wm I II it II o w ii rrtt II t3 co L, - (A W I,I o ovC4 p> N tfJb p > S, p crl > cict cl) mmK o0 � �� qv o y n. o 2 02 x a J V\/ Z0O �1 D 600' ~ m A rn mA _omm R. >D 0 z n >>;o0ZC7 0 cz v II II II �� II II -4C o 0 cm mz� N� aII II�� mw N W Nz o o dN oONOD V cj W Lj � m L4 a co m m a -- - --Cr ---- m V) N� o 0 o s 0 i m 0 (A ) v N co o J� FlDDLERS LANEco:. .X (50' R/W) X X X: N .O. C.. ' . EOP . (BEARING BASE) BOC( N00'02'44"E o 75.00'(P) O `o ob m i N00'02'44"E 74.92'(A) LB 3398 v io N a s FIND I/ a m r PDM– rn' P, C. N ID Ov X CD 0 0 l7 W 30: 0 m N . o N W 3 Tib a o a �O m $' . 68,67' DIR ? .. _ . N o tnDo' I i pJJ O io . N N $ ? m a a' com ., x . . p. o � N L7 D 9e m T� o Lnm o 0 0 6 Z O --mo W .68.67' D r �O. O a v a 4 p o . z T ___14----------�------ — m r� M v 0 Z if�.A.M�iv�31D2�19 p� j v I Z 1 tl Y t tl tl 1 1 1 1 1 Y 1 tl 1 1 � 0� jl C � 3tt om ?*l 0 9 NJ B t A Y 1 1 u 1 t t Y t 1 w Y� �o€o �6zi Mic Iryy O nT�T r �ZRi ��i� ' - 1 � mn n-+ g A B n B. y A D DOOD mZ N M v m mm0 m�N C J O Z V I z x D om m O O N Or{ mA O N m JNy ZOT TT 10 - \ M O g m i Y v > I sm~ Jl� N ; p M(A �vrzi � vA O m ' < x >, w V ;o >Gr = O pC jv� qIT�5W V N �Vr rM MOM DZ. 13 ONpo Yv M A �o ocD pmzml O mi N Dim zqm �c2 NO N O J°i�9 1CZD OZA I �1 a tNN U} i i innom Dia 0 O y� (Z N � 0- J eMa illl)I no".� � III)il m' 0 o N A z 0 0 r c J W O Z (n tj ,—.35' PRIVATE VEGETATION BUFFER X rn W m C M W N — —n — — — — ------------ 15.75' --------- m o '-7.1- NON -ACCESS ESM'T ° I y�, o J 00 0' FIND 112"O I.P. S00`1 Wl6"E 60.04 (Ay D LBB3 I.R. \ END OF PLAT No I.D. j _ S00'02'41 "E 60.04'(P) m n\\ �: ' �( �( N o ss') \ J dCIS o p m a o '• '.. i)',�fnoi sod\ o •` 00. o+:. ; O m o o > o W ja\ � 0 0 0 o P. m� a l O Lff�.. 8SIDEWALK v w BOCcorp °' m _. rn Z .O . A Eof pp o, o. o' m. cq pco 0 SEMINOLE BEACH ROAD:: O.. (COUNTY ROAD NO. 608) (50' R/W) o O r Z c,OZI � O z�m y � D DZ)CDZ0 >>;u0ZC7 I>DAnto0 C>;o0Cn0 .p►Z_ O u II u = II = c II n u = 0! ;,u 2 .I c ED (D GO � , �; b 0 II � II vl II II II rncj! o tO o �- 1 �wN II Qm 00C,.iN II -4 NwWWtn� N II N� Deo J Z i � cri ^, o .iL''4 co co C71 (A p O N in o oNo y OD W W �" v 0 � � o w � D 81 C O W moo cn � ITT > N th O CA D t0 rri U SII rlJ O-I� ' w y w .1: (J1 m D I*1 tO np L4 J W > D MOO 301JJO Lt_y O. o s C)!' rn' P, C. i 0 nPT N W O io DIR ? .. �m i pJJ O io . N N $ m ; . a p. 0 :Poo c< ' �. M Cn r V7 o N' :'� m m mA Z -400 '0 D D Z, f7 rn v ....p0 m� O O .Co. p. m o '-7.1- NON -ACCESS ESM'T ° I y�, o J 00 0' FIND 112"O I.P. S00`1 Wl6"E 60.04 (Ay D LBB3 I.R. \ END OF PLAT No I.D. j _ S00'02'41 "E 60.04'(P) m n\\ �: ' �( �( N o ss') \ J dCIS o p m a o '• '.. i)',�fnoi sod\ o •` 00. o+:. ; O m o o > o W ja\ � 0 0 0 o P. m� a l O Lff�.. 8SIDEWALK v w BOCcorp °' m _. rn Z .O . A Eof pp o, o. o' m. cq pco 0 SEMINOLE BEACH ROAD:: O.. (COUNTY ROAD NO. 608) (50' R/W) o O r Z c,OZI � O z�m y � D DZ)CDZ0 >>;u0ZC7 I>DAnto0 C>;o0Cn0 .p►Z_ O u II u = II = c II n u = 0! ;,u 2 .I c ED (D GO � , �; b 0 II � II vl II II II rncj! o tO o �- 1 �wN II Qm 00C,.iN II -4 NwWWtn� N II N� Deo J Z i � cri ^, o .iL''4 co co C71 (A p O N in o oNo y OD W W �" v 0 � � o w � D 81 C O W moo cn � ITT > N th O CA D t0 rri U SII rlJ O-I� ' w y w .1: (J1 m D I*1 tO np L4 J W > D MOO 301JJO )cx a Soli o- ' SEMINOLE 5EAOH a T -c -v 6'Av X0.04' S 00.02141" E 15.00' N 59'Si'1ro" E EXIS ING PUB IG SIDE ALK 4° 3r;,' PRIVATE �VEGETATION BUFFER ---\ I id SCREEN ENCLOSURE ® (BY OTHERS) — 45"h POOL ENCS POOL (12'x24') Z7.5' i- VO'� � N PLAT` ii•�, �CH-1 i_5' NON -ACCESS ASEMENT v ?. Ley 8 ZD/y 4UNITYDEVELOPMENT PPROVED 1— V. m D- O FIDC)L�MS L/ANF LOT CO RAGE: 5UILIDINFOOTPRINT: 3,115 6O FT DRIVE/ ALK: 960 5O FT (ON LOT) STOOF/ /G PAD. 40 SO FT POOHDECK: 51ro SO FT � LOT 5O FT: 1ro,1r-51 SO FT TOTAL IMPERVIOUS: 5,E31 / 1(o,151 m 34.2D% FLOOD ZONE INFORfA.TION TA<EN FROM FLOOD INSURANCE RATE MAP NUM5ER 042)11N FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 0ro-03-2013. PROPERTY IS LOCATED IN FLOOD ,ZONE "X" EROSION CONTROL IS REQUIRED AROUND TqE PROPERTY BOUNDARY _ SCALE /' �� 1• =20'-O"ffimociatc8' inc. Q,5 IDENTIAL DEPSIGNE S DATE DRAWN BY (o/1'3/2011JB1= 1999 Wells Road • Suite E • Orange Park, FL 32073 JOB NO. PLAN NO. el: (904) 272-5339 1 1' KIEcK PREPARED FOR: GLENN LAYTON ON HOMES LOT 54 OCEAN1 ALK DUVAL COUNTY, FL PLAT SWK 42 p+,. 1- F 4 ii is y 00 205 c o 40.4 1411 I id SCREEN ENCLOSURE ® (BY OTHERS) — 45"h POOL ENCS POOL (12'x24') Z7.5' i- VO'� � N PLAT` ii•�, �CH-1 i_5' NON -ACCESS ASEMENT v ?. Ley 8 ZD/y 4UNITYDEVELOPMENT PPROVED 1— V. m D- O FIDC)L�MS L/ANF LOT CO RAGE: 5UILIDINFOOTPRINT: 3,115 6O FT DRIVE/ ALK: 960 5O FT (ON LOT) STOOF/ /G PAD. 40 SO FT POOHDECK: 51ro SO FT � LOT 5O FT: 1ro,1r-51 SO FT TOTAL IMPERVIOUS: 5,E31 / 1(o,151 m 34.2D% FLOOD ZONE INFORfA.TION TA<EN FROM FLOOD INSURANCE RATE MAP NUM5ER 042)11N FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 0ro-03-2013. PROPERTY IS LOCATED IN FLOOD ,ZONE "X" EROSION CONTROL IS REQUIRED AROUND TqE PROPERTY BOUNDARY _ SCALE /' �� 1• =20'-O"ffimociatc8' inc. Q,5 IDENTIAL DEPSIGNE S DATE DRAWN BY (o/1'3/2011JB1= 1999 Wells Road • Suite E • Orange Park, FL 32073 JOB NO. PLAN NO. el: (904) 272-5339 1 1' KIEcK PREPARED FOR: GLENN LAYTON ON HOMES LOT 54 OCEAN1 ALK DUVAL COUNTY, FL PLAT SWK 42 p+,. 1- F I SCALE SE1" IINOLE BEACH RD 15 0 a88ociatc8, inc. 1"=20'-0" LOT 54 \A G 0.04' S 00"02'41" E DMIGNEWS OCEANwALK DATE DRAWN BY 6/19/201-1 JBF DUVAL COUNTY, FL 1999 Wells IRoad - Suite E - Orange Park, FL 32073 el: (904) 272-5339 l.5' NON -ACCESS JOB NO. 1.1045 PLAN NO. K1592 ---------- EASEMENT 35' PRIVATE VEGETATION BUFFER 15.00' N 89°5TIro" E 48"h POOL FENCE 41 1 fb SCREEN ENCLOSURE (BY OTHERS) 16' (12'x24') >n 3 j r / 28 $ � � 27.5' 2.67' r (P N PLANTER - cn 2 4133' W -a68.�oi' 17 2�_3��ROOFLL SOVE-f�e4ANG OVER -HANG .-.LU 2' 2' I1z 6-1' r—� I V 20.6 7' 7 – – od) 35 B.R.L. S' EXIS ING PAVERED PAVERED DRIVE PURL C WALK m SIDE ALK m S 45 s� 36 -15.00' N 00°02'44" E FLARE TO 27' FIDDLERS LANE LOT COVERAGE: SUILDIN FOOTPRINT: 3,115 SQ FT COMMUNITY DEVELOPMENT DRIVE/ ALK: g60 SQ FT (ON LOT) APPROVED STOOP/ /C PAD: 40 SQ FT POOL DECK: 81(o SQ FT LOT SQ T: 16,151 SQ FT TOTAL IMPERVIOUS. 5,531 / 1ro,151 = 34.25% FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP PREPARED FOR: NUMBER 04 lH FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-2013. GLENN L /� YTO 1 t -t �1 PROPERTY S LOCATED IN FLOOD ZONE "X" EROSION C NTROL 15 REQUIRED AROUND THE PROPERTY OUNDARY B 1"'fOI�E S SCALE FL�'Yr 15 0 a88ociatc8, inc. 1"=20'-0" LOT 54 LIEcSIDENTIAL DMIGNEWS OCEANwALK DATE DRAWN BY 6/19/201-1 JBF DUVAL COUNTY, FL 1999 Wells IRoad - Suite E - Orange Park, FL 32073 el: (904) 272-5339 PLAT BOOK 42 PG. 1-1F JOB NO. 1.1045 PLAN NO. K1592 FIDDLERS LANE M 3 all,-v. Wl r 4B" H M1ZFAI`VE FEWZ —_ — °--- — c u --- -- _. �''' /f`f,G//` /° ,Gr``!,�/%' �Y/�i' / ,•�/ ,L�/; 4r /'�%l'r iii 5EMINOLE VEAGI7 ROAD ai7icaia. 7 HERITAC-)E w'„ A$ nm OF NORTH M-ORIPA � Ah�1D`�GAP� PLAN AN . ARD R n,r� 4�as ojrrfPOINT PMEVARP 1141MOW RE-61PENNCE ws. _ SUTE WO LOr 54, OGEIWWAiJC J -Y -7__.._m- _ JAGKSONVILI F. 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O1 m m U� oNi0. Co> p a alk a7 CP --I y nom.. -- II 'l m ,, N N CJ rAco u 0 _� m O 0 It -0 uuu=ate �tWp(Nj1W V- - J /� ern U1 ® V v (Nn O N J --j o �1 Q D D ^ � X. m v >>;u0Z0 IN IW 1) I I - t f ►1 4 — (A (A d? Q, v -to > _0_ N • 0 * W a � a N D v -- � I c 1 tl Y t tlg tls 1 1 tl 1 1 tl 1{ 1 1 In m Fii � 'a O � o n 4D• f' Ctl cl S U 1 1 1 1 1 1 Y!1{zz 1s 1 1 r N �0q� Z COAG-iy Z; r m� zz� S UB I� m o m MR_ o z o A J U MVV W y Si> 2S I Z v m Amo _ m m a a c) m s T a 1111 Apo m <O N my N>N omm Wo N o r In v ✓` �1 m O C Oaa=tm� Or o nAi o 1� mc i i Qvf< rnZ� Nva H C C o 0-1 <m v o = v mommo om 1v OmA ,a p� m =+v =_f a m �O OCa fmZ ® R N aim gym y poz DamnZZA I O Z CIO' m--loaaam Cr, 1� wb 2 N o -•I r -1 .� a v o A 0 I�InI no� I�III� co w o�z �01, 1 0 FIDDLERS LANE N X- (50' R/W) , X: N . 00 N00'02'44"E p Nnn'n9'44"F PD J : I : m N m m v m o •� A c co a. rn`D A �Cn Q. X .• L 7: O ^¢. O a i rn' io: X J m N J CD o y � D D J J O (n �C A N. N l7 � O1 m -pl. 0. ;D: // \FND 5 8 LR• END OF PLAT �. : ' FND 1/Z" LP• Sool8�1VE 6®.®4 \111 LB 3 7_ .w' : ' : : ' o No I.D. A S00'02'41"E 60.04'(P) A dois o mQ JA�(N/ J mm o _ �jJ o0 p pl , V l ' p m b I o p o D �w •.9\ U' in ' G o a Za an '.o . _ 6' SIDEWALK oo'�: o`.. :�q'o'...��`� 0. O r^ h V p D W m m 00 O w BOC r -,q y EDP. o o 10 SEMINOLE BEACH ROAD:: PN ( COUNTY ROAD N0. 608) (50' R/W) Z p o O y r >;a0Z0 L>>X0c/)0 C>X0(n0 '�co-Z II > t Ln A II II II Ln Jo II it II II II II Q; � � � o < Nwrn rn II N� .-.U1^J `oc°cn 11 CD C5 co�CN11 I(1J�� di�io0> 0D W W v0 cL4 L4�CA y ENOfrcD rn�wJm> i co ?a0(A0r4 rn m Ln 0 4- v W <mXw 0 :E J F V) �OOm� � p Z O w rn o -1 co L , to 8m `� 01) 00 co co 10 -10 Y O? t r- Z a o D •A C �=1 m II II II II Ln o < oNm jp $ 0O D m mm J p�0 O yy OZ= _ v _�S m A;,, m 'a�m >D;a JC c cc�z < v II II II cn � �O rn o i cr N W c. O1 m m U� oNi0. Co> p a alk a7 CP --I y nom.. -- II 'l m ,, N N CJ rAco u 0 _� m O 0 It -0 uuu=ate �tWp(Nj1W V- - J /� ern U1 ® V v (Nn O N J --j o �1 Q D D ^ � X. m v >>;u0Z0 IN IW 1) I I - t f ►1 4 — (A (A d? Q, v -to > _0_ N • 0 * W a � a N D v -- � I c 1 tl Y t tlg tls 1 1 tl 1 1 tl 1{ 1 1 In m Fii � 'a O � o n 4D• f' Ctl cl S U 1 1 1 1 1 1 Y!1{zz 1s 1 1 r N �0q� Z COAG-iy Z; r m� zz� S UB I� m o m MR_ o z o A J U MVV W y Si> 2S I Z v m Amo _ m m a a c) m s T a 1111 Apo m <O N my N>N omm Wo N o r In v ✓` �1 m O C Oaa=tm� Or o nAi o 1� mc i i Qvf< rnZ� Nva H C C o 0-1 <m v o = v mommo om 1v OmA ,a p� m =+v =_f a m �O OCa fmZ ® R N aim gym y poz DamnZZA I O Z CIO' m--loaaam Cr, 1� wb 2 N o -•I r -1 .� a v o A 0 I�InI no� I�III� co w o�z �01, 1 0 FIDDLERS LANE N X- (50' R/W) , X: N . 00 N00'02'44"E p Nnn'n9'44"F PD J : I : m N m m v m o •� A c co a. rn`D A �Cn Q. X .• L 7: O ^¢. O a i rn' io: X J m N J CD o y � D D J J O (n �C A N. N l7 � O1 m -pl. 0. ;D: // \FND 5 8 LR• END OF PLAT �. : ' FND 1/Z" LP• Sool8�1VE 6®.®4 \111 LB 3 7_ .w' : ' : : ' o No I.D. A S00'02'41"E 60.04'(P) A dois o mQ JA�(N/ J mm o _ �jJ o0 p pl , V l ' p m b I o p o D �w •.9\ U' in ' G o a Za an '.o . _ 6' SIDEWALK oo'�: o`.. :�q'o'...��`� 0. O r^ h V p D W m m 00 O w BOC r -,q y EDP. o o 10 SEMINOLE BEACH ROAD:: PN ( COUNTY ROAD N0. 608) (50' R/W) Z p o O y r >;a0Z0 L>>X0c/)0 C>X0(n0 '�co-Z II > t Ln A II II II Ln Jo II it II II II II Q; � � � o < Nwrn rn II N� .-.U1^J `oc°cn 11 CD C5 co�CN11 I(1J�� di�io0> 0D W W v0 cL4 L4�CA y ENOfrcD rn�wJm> i co ?a0(A0r4 rn m Ln 0 4- v W a o D •A C �=1 m II II II II Ln o < oNm jp $ 0O D m mm J p�0 O yy OZ= _ v _�S m A;,, m 'a�m >D;a JC c cc�z < v II II II cn � �O rn o i cr N W c. O1 m m U� oNi0. Co> p a alk a7 CP --I y nom.. -- II 'l m ,, N N CJ rAco u 0 _� m O 0 It -0 uuu=ate �tWp(Nj1W V- - J /� ern U1 ® V v (Nn O N J --j o �1 Q D D ^ � X. m v >>;u0Z0 IN IW 1) I I - t f ►1 4 — (A (A d? Q, v -to > _0_ N • 0 * W a � a N D v -- � I c 1 tl Y t tlg tls 1 1 tl 1 1 tl 1{ 1 1 In m Fii � 'a O � o n 4D• f' Ctl cl S U 1 1 1 1 1 1 Y!1{zz 1s 1 1 r N �0q� Z COAG-iy Z; r m� zz� S UB I� m o m MR_ o z o A J U MVV W y Si> 2S I Z v m Amo _ m m a a c) m s T a 1111 Apo m <O N my N>N omm Wo N o r In v ✓` �1 m O C Oaa=tm� Or o nAi o 1� mc i i Qvf< rnZ� Nva H C C o 0-1 <m v o = v mommo om 1v OmA ,a p� m =+v =_f a m �O OCa fmZ ® R N aim gym y poz DamnZZA I O Z CIO' m--loaaam Cr, 1� wb 2 N o -•I r -1 .� a v o A 0 I�InI no� I�III� co w o�z �01, 1 0 FIDDLERS LANE N X- (50' R/W) , X: N . 00 N00'02'44"E p Nnn'n9'44"F PD J : I : m N m m v m o •� A c co a. rn`D A �Cn Q. X .• L 7: O ^¢. O a i rn' io: X J m N J CD o y � D D J J O (n �C A N. N l7 � O1 m -pl. 0. ;D: // \FND 5 8 LR• END OF PLAT �. : ' FND 1/Z" LP• Sool8�1VE 6®.®4 \111 LB 3 7_ .w' : ' : : ' o No I.D. A S00'02'41"E 60.04'(P) A dois o mQ JA�(N/ J mm o _ �jJ o0 p pl , V l ' p m b I o p o D �w •.9\ U' in ' G o a Za an '.o . _ 6' SIDEWALK oo'�: o`.. :�q'o'...��`� 0. O r^ h V p D W m m 00 O w BOC r -,q y EDP. o o 10 SEMINOLE BEACH ROAD:: PN ( COUNTY ROAD N0. 608) (50' R/W) Z p o O y r >;a0Z0 L>>X0c/)0 C>X0(n0 '�co-Z II > t Ln A II II II Ln Jo II it II II II II Q; � � � o < Nwrn rn II N� .-.U1^J `oc°cn 11 CD C5 co�CN11 I(1J�� di�io0> 0D W W v0 cL4 L4�CA y ENOfrcD rn�wJm> i co ?a0(A0r4 rn m Ln 0 4- v W It -0 uuu=ate �tWp(Nj1W V- - J /� ern U1 ® V v (Nn O N J --j o �1 Q D D ^ � X. m v >>;u0Z0 IN IW 1) I I - t f ►1 4 — (A (A d? Q, v -to > _0_ N • 0 * W a � a N D v -- � I c 1 tl Y t tlg tls 1 1 tl 1 1 tl 1{ 1 1 In m Fii � 'a O � o n 4D• f' Ctl cl S U 1 1 1 1 1 1 Y!1{zz 1s 1 1 r N �0q� Z COAG-iy Z; r m� zz� S UB I� m o m MR_ o z o A J U MVV W y Si> 2S I Z v m Amo _ m m a a c) m s T a 1111 Apo m <O N my N>N omm Wo N o r In v ✓` �1 m O C Oaa=tm� Or o nAi o 1� mc i i Qvf< rnZ� Nva H C C o 0-1 <m v o = v mommo om 1v OmA ,a p� m =+v =_f a m �O OCa fmZ ® R N aim gym y poz DamnZZA I O Z CIO' m--loaaam Cr, 1� wb 2 N o -•I r -1 .� a v o A 0 I�InI no� I�III� co w o�z �01, 1 0 FIDDLERS LANE N X- (50' R/W) , X: N . 00 N00'02'44"E p Nnn'n9'44"F PD J : I : m N m m v m o •� A c co a. rn`D A �Cn Q. X .• L 7: O ^¢. O a i rn' io: X J m N J CD o y � D D J J O (n �C A N. N l7 � O1 m -pl. 0. ;D: // \FND 5 8 LR• END OF PLAT �. : ' FND 1/Z" LP• Sool8�1VE 6®.®4 \111 LB 3 7_ .w' : ' : : ' o No I.D. A S00'02'41"E 60.04'(P) A dois o mQ JA�(N/ J mm o _ �jJ o0 p pl , V l ' p m b I o p o D �w •.9\ U' in ' G o a Za an '.o . _ 6' SIDEWALK oo'�: o`.. :�q'o'...��`� 0. O r^ h V p D W m m 00 O w BOC r -,q y EDP. o o 10 SEMINOLE BEACH ROAD:: PN ( COUNTY ROAD N0. 608) (50' R/W) Z p o O y r >;a0Z0 L>>X0c/)0 C>X0(n0 '�co-Z II > t Ln A II II II Ln Jo II it II II II II Q; � � � o < Nwrn rn II N� .-.U1^J `oc°cn 11 CD C5 co�CN11 I(1J�� di�io0> 0D W W v0 cL4 L4�CA y ENOfrcD rn�wJm> i co ?a0(A0r4 rn m Ln 0 4- v W m m v m o •� A c co a. rn`D A �Cn Q. X .• L 7: O ^¢. O a i rn' io: X J m N J CD o y � D D J J O (n �C A N. N l7 � O1 m -pl. 0. ;D: // \FND 5 8 LR• END OF PLAT �. : ' FND 1/Z" LP• Sool8�1VE 6®.®4 \111 LB 3 7_ .w' : ' : : ' o No I.D. A S00'02'41"E 60.04'(P) A dois o mQ JA�(N/ J mm o _ �jJ o0 p pl , V l ' p m b I o p o D �w •.9\ U' in ' G o a Za an '.o . _ 6' SIDEWALK oo'�: o`.. :�q'o'...��`� 0. O r^ h V p D W m m 00 O w BOC r -,q y EDP. o o 10 SEMINOLE BEACH ROAD:: PN ( COUNTY ROAD N0. 608) (50' R/W) Z p o O y r >;a0Z0 L>>X0c/)0 C>X0(n0 '�co-Z II > t Ln A II II II Ln Jo II it II II II II Q; � � � o < Nwrn rn II N� .-.U1^J `oc°cn 11 CD C5 co�CN11 I(1J�� di�io0> 0D W W v0 cL4 L4�CA y ENOfrcD rn�wJm> i co ?a0(A0r4 rn m Ln 0 4- v W // \FND 5 8 LR• END OF PLAT �. : ' FND 1/Z" LP• Sool8�1VE 6®.®4 \111 LB 3 7_ .w' : ' : : ' o No I.D. A S00'02'41"E 60.04'(P) A dois o mQ JA�(N/ J mm o _ �jJ o0 p pl , V l ' p m b I o p o D �w •.9\ U' in ' G o a Za an '.o . _ 6' SIDEWALK oo'�: o`.. :�q'o'...��`� 0. O r^ h V p D W m m 00 O w BOC r -,q y EDP. o o 10 SEMINOLE BEACH ROAD:: PN ( COUNTY ROAD N0. 608) (50' R/W) Z p o O y r >;a0Z0 L>>X0c/)0 C>X0(n0 '�co-Z II > t Ln A II II II Ln Jo II it II II II II Q; � � � o < Nwrn rn II N� .-.U1^J `oc°cn 11 CD C5 co�CN11 I(1J�� di�io0> 0D W W v0 cL4 L4�CA y ENOfrcD rn�wJm> i co ?a0(A0r4 rn m Ln 0 4- v W x s !S°l+ . SEMINOLE 5EACH RD 1�1�e+1s - it1. Uw%kriow--% • n'.,h3 of - (,� V t 3 60 04' S 00'02'41" E 15.00' N 89'Si'16" E EXISTING PUBLIC SIDEWALK 7.5' NON -ACCESS I- ASEMENT 35' PRIVATE pi! VEGETATION BUFFER —x xxxk ---- x x � � W laj SCREEN 00 ENCLOSURE (BY OTHERS) Q .ml 3 206, – � ry � ,� w 4 01 cp Cl w �w 68.ro7' m 12' - ` 12.61' ,1sC sj�tia 48"h POOL ENCS I I� POOL m (12'x24') I ick � r ti 0�vv +74b I ifl PLANTER 4133' 0 r r � F eya�' 19 3' `r 12b7' b7' v PAVEREL51F WALK —/ z� N 00"02'44" FIDDLgMS LANP LOT COVERAGE; 5U1—DING FOOTPRINT: 3115 SQ FT -1 DR VE/WALK- 96O SQ FT CON LOT) �4 �q STOOP/A/C. PAD: 40 SQ FT POOL DECK: 816 SQ FT LO . SQ FT: 16,1x1 SQ FT TOTAL IMPERVIOUS: 5,531 / 16,151 = 34.25% FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP NUMBER 0407H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-2013. PROPERTY 15 LOCATED IN FLOOD ZONE "X" FERCION CONTROL IS REQUIRED AROUND THE PROPERTY BOUNDARY NJOBNO. LE KJAYbOv""' '-®�� amociatc(% inn. QE(SIDENTIAL DMIGN�I 8 DATEDRAWN JBF 1999 Wells Road ° Suite E ° Orange Park, FL 32073 PLAN N0. Tel: (904) 272-5339 K1592 Q r.� It �vot�g14r cY1 �1 g LTJ JD- 1ta��y s PREPARED FOR: GLENN LAYTON HOMES LOT 54 OCEAN WALK DUVAL COUNTY, FL 12 �3 VINYL CEILING 2x4 TRIM - WALL SHEATHING ' HARDI-LAP SIDING --,e ENG BEAM 1x8 TRIM ' 8 - Q 1x8 TRIM OVER 3/4" FURRING t2'-6" ENG RDOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF 81-IEATHING 12'-6" DYER -HANG HURRICANE ANCHOR AT EACH MEMBER PER E,4G'5 DETAILS GALV EAVE DRIP IN ROOF CEMENT ' W/ PEEL 4 STICK LAPPED OVER 1x2 FURRING 2x6 FASCIA WRAPPED W/ ALUMINUM 8x8 COLUMN VENTED VINYL SOFFIT WALL SHEATHING W/ HOUSE -WRAP OVER 2x4 FRIEZE Ix6 TRIM Ix2 TRIM OVER Ix4 TRIM Ix2 TRIM SLOPE FOR FRONT DRAINAGE PER BUILDING CODE) 1/4" / 1'-0" 5/4"x4 TRIM 4" GONG SLABA 211 2" FORMED EDGE — Ix6 BASE TRIM (D O y N O+, O0 O .2 O _� V U) C 0 O,C 0 C �Q O- N A. STUCCO FIN15H OVER OO2E�O 3�� FOUNDATION WALL —111-11 1 =1 I I I I I I HARDI-LAP SIDING Iv 8" CONC BLOCK I I=1 I —III ` STUCCO SCREED FOUNDATION WALL 'I 1=1 I I=I I ° BASE TRIM TO BE PER END'S DETAILS dii FINISHED GRADE ° DS IF VERTICAL ROI I I (III III l PER ENG'S DETAILS 4" CONC SLAB W/ —III III d � Ild -I—I— IIII a ° CONC FOOTING W/ °� �� —III -111 �° RODS CONT PER III— 1- ENG'S DETAILS =III—I � II—III—I 11 -III— -- – —III-1II 1— �� _Ill—ISI—ISI1�1=�� SACK FORCH SECTION 5GALE: 3/4" = 1'-011 GALVALUME METAL ROOF PEEL 4 "TICK ROOFSHEATHING ENG ROOF TRU55ES PER MANUFACTURER R-33 BLOWN INSULATION - (2) 2x6 TOP fE 1/2" G. W.5. (WALLS 4 CEILING) 2x6 STUDS (SPACING PER BUILDING CODE) CONTINUOUS RIGID CONNECTOR PER ENG'S DETAILS — R-19 INSULATION - 2x6 P.T. SOLE fE - BASE TRIM TO BE DETERMINED 4" CONC SLAB W/ 6x6 10/10 W.W.M. ON 6 MIL VISQUENE OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL —\ 7I7=77 =77--r7=l7 II =I I I=III—III=III= —III—III—III—I � I_I r ip III—I FOUNDNATIONOW BLOCK II 11 1 1 1 1 1 1 a I. I I_I ( I I I PER ENG'S DETAILSI— I VERTICAL RODS _I I -1 I I. IPa I 1I— PER ENG'S DETAILS II—ISI—ISI a a II1=1IM a� GALV FLASHING 4 COUNTER FLASHING OVER PEEL 4 STICK W/ HOU5E - W RAP LAPPED OVER - VINYL CEILING 2x4 TRIM HARDI-LAP SIDING HOUSE - WRAP WALL SHEATHING GALV FLASHING W/ HOUSE -WRAP LAPPED OVER 1x4 TRIM OVER 1x4 P.T. NAILER EXPANSION JOINT 4" CONIC SLAB — I'-6" OVER -HANG HURRICANE ANCHOR AT EACH MEMBER PER ENG'5 DETAILS 2x6 LOOKOUTS fit 24" O.C. GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER Ix2 FURRING 2x6 FASCIA WRAPPED W/ ALUMINUM VINYL SOFFIT 2x4 FRIEZE HARDI-SHAKE SIDING HOUSE - W RAP WALL SHEATHING 2x4 TRIM WALL SHEATHING - `" HARDI-LAP SIDING ENG BEAM Ix8 TRIM 8 - Q Ix8 TRIM OVER 3/4" FURRING r � ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING 2'-0" OVER -HANG HURRICANE ANCHOR AT EACH MEMBER PER ENG'5 DETAILS GALV EAVE DRIP IN ROOF CEMENT ' W/ PEEL 4 STICK LAPPED OVER \=_1x2 FURRING 2x6 FASCIA WRAPPED W/ ALUMINUM VENTED VINYL SOFFIT WALL SHEATHING W/ HOUSE -WRAP OVER 2x4 FRIEZE Ix6 TRIM Ix2 TRIM OVER Ix4 TRIM Ix2 TRIM 8x8 COLUMN 2x4 P.T. TOP RAIL 1x4 P.T. EACH SIDE 2x2 P.T. BALUSTERS m 5" O.C. VERTICAL 8 SLOPE FOR DRAINAGE 1/4" / I'-0" 1211 - 2" FORMED EDGE 1x4 P.T. EACH 51DE 1x6 BASE TRIM 37 4 dA STUCCO FIN15H OVER III=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1-1 11=1 1=1 1=1 1=1 =1 a$ i� FOUNDATION WALL (I I I I 1=1 I I-1 I —I I —I 11=1 I 1=1 I 1=1 I —i I—I 1 1 1-1 I—III—III I� III—III—III—III=III—III=III _III= 8" CONC BLOCK 1 III=III—I STUCCO 5CREED FOUNDATION WALL —111= . - II . - PER ENG'S DETAILS All, FINISHED GRADE HILI VERTICAL RODS III=III= PER ENG'5 DETAILS l4- r,4, 4, -1-4- CONC CONC FOOTING W/ CONC FOOTING W/ 1 I I- RODS CONT PERI —111 °� �►I�__� I—I - RODS CONT PER (III- ENG'S DETAILS III -1 I I ° 1—III—� ENG'5 DETAILS —III=111- 12 (2) 2x6 TOP fE 1/2" G.W.B. ( WALLS 4 CEILING) - HEADER FRAMING PER ENG'S DETAILS INTERIOR TRIM PER BUILDER WINDOW UNIT PER MANUFACTURER'S SPECS NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. COMMUNITY DEVELOPMEN'll' APPROVED ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING /— 8/17/2017 2'-0" 3" 2'-3" OVER -HANG END OF TRU55 TAIL AT EACH MEMBER PER ENG'S DETAILS GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER � Ix2 FURRING 2x6 FASCIA WRAPPED W/ ALUMINUM VENTED VINYL SOFFIT 2x4 FRIEZE 5/4"x6 WINDOW TRIM 2x6 STUDS (SPACING FRONT PORCH SECTION PER BUILDING CODE) I 5/4"x4 TRIM CONTINUOUS RIGID . V-011 3 CONNECTOR PER (D O y N O+, O0 O .2 O _� V U) C 0 O,C 0 C �Q O- N ENG'5 DETAILS 1 OO2E�O 3�� R-19 INSULATION I HARDI-LAP SIDING 2x6 P.T. SOLE B I HOUSE -WRAP BASE TRIM TO BE Nc`va�: a a�=Ecc E o U 20"D c) U WALL SHEATHING DETERMINED 4" CONC SLAB W/ VJ w 6x6 10/10 W.W.M. W w ON 6 MIL VISQUENE z OVER CLEAN, WELL QU) COMPACTED, TERMITE W %ALV FLASHING TREATED FILL W/ HOUSE -WRAP LAPPED OVER - - — - — _- 1x8 TRIM OVER 1x6 P.T. NAILER r,7=-777--7 rT=-77M I, V ,J W Q ° —III—III—I —III—�STUCCO ° FINISH OVER I— � I III— � h =111=111=IIII— ��. FOUNDATION WALL 8" CONIC BLOCK I III=1 1 I ° II STUCCO SCREED FOUNDATION WALL U �e PER ENG'S DETAILS FINISHED GRADE VERTICAL RODS I I li< PER ENG'S DETAILS u III—III III III `° �� ` l l l=1 V II111 � (III 11- 111—I I I 1111111111111, a 1111 I I I ONC FOOTING / Of 1�__� III1I RODS CONT PER III I I I I I I I=1 I I=1 -' =1 1 1=1 =111= I I=1 I I TI 1=1 1 11 �'- 1 1-1 1 1_I IL ENG'S DETAILS SCANNED Date: /4 /:2S / 1 X 3 FRONT PORCH SECTION 2 TYPICAL WALLSECTION 3 sc«e, Sia . V-011 3 sc«e, 3i4 _ V-011 NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. GLENN LAYTON HOMES U C U C ui N n VTC OU n V' o Ooan> o n O o o>. (D O y N O+, O0 O .2 O _� V U) C 0 O,C 0 C �Q O- N Q ys QU U C OO2E�O 3�� O�L 0� -c'- O ad o00_c) Lo c O N O VD_ O O U C as _,Nan� amNOO `ya� O 0 p y EC d Y Nc`va�: a a�=Ecc E o U 20"D c) U N No ;o C) a>nEa�o VJ w CC W w z QU) W U ° OJ � ^ z V ,J W Q ° U) W wx W cr_ 904.272.5339 Building Dept: LU o U �e A*"-, W < V z 0 _p > 000 > Of wz � Q v zU LL \ rn II - O O a, M CVJ G Q L _ F_ o U) w 0 N o � Plan #: K1592 Job #: 17-1045 of: 7 Architectural Plans Sheet 1 of 7 Sheet 2 of 7 Sheet 3 of 7 Sheet 4 of 7 Sheet 5 or 7 Sheet 6 of 7 Sheet 7 of 7 Structural Plans ST -1 ST -2 ST -3 ST -3A ST -5 ST -6 ST -7 Attachments Site Plan/Survey Truss Engineering Energy Calculations Title Page Lot 54, Ocean Walk, Hammond Residence 2347 Fiddlers Lane, Atlantic Beach, FL 32233 Slab Plan First Floor Plan Wall Sections Flashing Details Front/Rear Elevations, Roof Plan Right/Left Elevations Electrical Plan Structural Specifications Foundation Plan First Level Structural Plan First Level Roof Framing Plan Typical Wall Sections Framing Details Structural Details and Through Sections Product Approval Data Window and Exterior Door Installation Instructions Type of Construction Single Family Type 5B Occupancy Class Group R-3 Applicable Codes 2014 Florida Building Code,, 5 t" Ed.tion 2011 National Electrical Code 2004 Florida Fire Prevention Cod Current Jacksonville Beach Land Development Code SCANNED Date: �(- 12'-8" 39'-4" HI 1 -11 -all - -4- z Q I 4" CONC SLAB 0-� - II W/ TURNED EDGE -------------- -----`no >-- I- I — — — — — — — — — — — — — — — — — — — — — — --I 2'-8" 4'-0" ---------------------------------------- � I ---------------------- 8" L 41'-4" SLAB PLAN 3N SCALE: 1/4" = I )" NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RE5PON5I5ILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. A r-o"DA-ma*1 Sm-av" 31 _k,4- et ?Is" FoyzmIFb &r4o ft Gapy of- 'v( E f"9X0 aWM.t.. 4(c 09 Mi S1TV f+a2 IV ' VA"I0(i It4spEL01100. PLANS ARE DRAWN IN ACCORDANCE W ITN FLORIDA BUILDING CODE 5th EDITION (2014), RESIDENTIAL SEE ATTAG�4ED ENGINEER'S DRAW ING5 4 DETAILS FOR FTG S 1 ZES AND LOCAT I ONS GLENN LAYTON HOMES U U C C a� Z7 0 0 QIon cE onn.>w > •_O 0c_> N 0o0 ch — a> oci c OSa>oaO••oU a ON_ °' o Q °cam -;05 ; o y O o ' — d a� o• O �'n 3,0 0 aE�o� 00 D o_ 0 � U .•L.+ / ) O U =- o ._ U nC •3 L CO C O -N p cyc v�0 w I� p 3ooc¢ o'oc� o r .s Ea;v�3 N V 0 0 0 U C V 7 m Q) c: O " 0 0 -'0 0 0=.g c E aNi io„E v o' Y o 0 -0 U OO `1 w ,2 cn W w Z 0 a � W U ° O < 0 a VJ H C/) Z i W a 0 cn W �x W cr 904.272.5339 Building Dept: W U�� z "' <z > cn > Cif wzJ Fav owF_ o zULL 04 11 O 0LL OD Lo LO -0 a 4-1 ° U =OLn C w J N o � Plan #: K1592 Job #: F17-1045 SHEET NUMBER of: 7 1 ------------- --I ------ ----------------� N 1 ' 8" CONC BLOCK I I STOP BLOCK t ( PROVIDE SILL --------------- -------- -------------- ----L t J FOUNDATION WALL I FOR 36" EXT r-- -- ON CONC FTG PER I I DOOR 1 ENG'5 DETAILS i SLOPE FOR (TYPICAL) I DRAINAGE DEEPEN ROD CONE 1 - I/8" / 1'-0" PER ENG'5 DETAILS _ I I I N NOT TUS I I 12'-8" v 4'-411 1 _ (BY OTHERS) ( ( I I 1 I r + OPEN OR = PLAN INC ( ( = 1 1 - _ 1 N I 120 4" GONG SLAB I �' 8" CON( BLOCK( t 1 W/ 6x6 10/10 W.WM. FOUNDATION WALL I �' 1 I ON 6 MIL V15QUENE ON CONC FTG PER I I 1 I OVER CLEAN, WELL - ENG'5 DETAILS I L COMPACTED, TERMITE L (TYPICAL) I i I TREATED FILL t J ----- --- -- DEEPEN EDGE 1 L CONT i PERE S -� I i I DETAILS _ r----------- - - J 8" CONC BLOCK I N FOUNDATION WALL 1 1 I ON CONC FTG PER -I ENG'S DETAILS POOL I I (TYPICAL) C— I 1 I d --------------- F -1 (BY OTHERS) 1 1 „ 1 m 411 a -------------------- --- = N 3 I I----- --�----- 3 - r L - -T SLOPE FOR ' �- I DRAINAGE 1 I 1/8 / 1'-0 I --------------- ---------------� r-------- I 1 I I 13'-4 24'-811I -012'-8.. 4'-0” 1 I I I I 1 1 iv NC F.F. _ +2 SLAB 2 I q 1 1 4" `t 1 I 4" CONC I I I SLAB i 1 1 - 1 - 1— - - - - I 1 - -1- I I I SLOPE FOR I 1 cfJ dJ I I DRAINAGE I POOL I 1 -2 _ I I/8" / I'-0" I1�2 -6 v 21_a _ I -2 -4 012'-0 41-011 I 4 D E CSG I (BY OTHERS) 1 I I I I I 1 PROVIDE FTG (VERIFY SIZE IN FIELD) 1 1 I � i I I ORS+EPS To r 1 I I 1 I I I 1 FLOOR PLUG I I NEED DAS i I I (VERIFY I LOCATION Wi - -f 1 BUILDER)411 - �r r '- 36" SILL - - ELECTRIC I I AT KITCHEN 1 I ISLAND 8" CONC BLOCK 8" CONC BLOCK I WALL FOUNDATION WALL 4" CONC SLAB I 1 ON CONCFOUNDATIFTG G PER ON CONC FTG PER W/ 6x6 10/10 W.W.M. I I DETAILS END'S DETAILS ON 6 MIL V15QUENE (TYPENG' (TYPICAL) (TYPICAL) OVER CLEAN, WELL 1 I COMPACTED, TERMITE 1 I TREATED FILL - N 0 I I 1 I _Q I I 1 6o" AT SHOWER L--------------------- ----� i N I- ------------ — — — — — — — — -� I 20'-2" 1'-8' v 2'-4" v 3'-4" 31-211 1 1 1 8" C0 14C BLOCK WRECESS SLAB c!J I I FOUNDATION WALL -� I 6AT SHOWER" I ON CONC FTG PER - CSS 5LA5 Q I ENG'S DETAILS I Q 6o" AT SHOWER --- 1 I (TYPICAL) �t I 6 I� DEEPEN EDGE 6 (TYPICAL) DEEPEN EDGE 1 i 1 1 1 (TYPICAL) -1 1 1 NK I------ ------------ ----I ---- 1---------t--- --------------1 -- I J- ---------------------------------------- � I ---------------------- 8" L 41'-4" SLAB PLAN 3N SCALE: 1/4" = I )" NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RE5PON5I5ILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. A r-o"DA-ma*1 Sm-av" 31 _k,4- et ?Is" FoyzmIFb &r4o ft Gapy of- 'v( E f"9X0 aWM.t.. 4(c 09 Mi S1TV f+a2 IV ' VA"I0(i It4spEL01100. PLANS ARE DRAWN IN ACCORDANCE W ITN FLORIDA BUILDING CODE 5th EDITION (2014), RESIDENTIAL SEE ATTAG�4ED ENGINEER'S DRAW ING5 4 DETAILS FOR FTG S 1 ZES AND LOCAT I ONS GLENN LAYTON HOMES U U C C a� Z7 0 0 QIon cE onn.>w > •_O 0c_> N 0o0 ch — a> oci c OSa>oaO••oU a ON_ °' o Q °cam -;05 ; o y O o ' — d a� o• O �'n 3,0 0 aE�o� 00 D o_ 0 � U .•L.+ / ) O U =- o ._ U nC •3 L CO C O -N p cyc v�0 w I� p 3ooc¢ o'oc� o r .s Ea;v�3 N V 0 0 0 U C V 7 m Q) c: O " 0 0 -'0 0 0=.g c E aNi io„E v o' Y o 0 -0 U OO `1 w ,2 cn W w Z 0 a � W U ° O < 0 a VJ H C/) Z i W a 0 cn W �x W cr 904.272.5339 Building Dept: W U�� z "' <z > cn > Cif wzJ Fav owF_ o zULL 04 11 O 0LL OD Lo LO -0 a 4-1 ° U =OLn C w J N o � Plan #: K1592 Job #: F17-1045 SHEET NUMBER of: 7 r� N m NOT TUB (BY OTHERS) POOL (12'x24') (BY OTHERS) 0 POOL DECK a I (BY OTHERS) r (VERIFY SIZE IN FIELD) 3' -IV" 91_�II i 1 3056 SH - (HEAD m 8'-0" AFF) Is 3: 10 �W e� I p em 12'-5" 39'-4" 13'-0" 13'-mll 61_811 TANKLESS 6'h PRIVACY GAS WATER FENCE W/ GATE I HEATER A/C 10'x4' FOR POOL 3046 SH STOOP i 3056 SH SHOWER (HEAL) - (HEAD (HE AFF) `r 8'-0" AFF) \\\2x6 WALL 2x6 WALL 2x6 WALL 2x6 W r WALL,rGA55 3080 EXTERIOR — — — — — I D WATER EXT SHOWER IN.3 (GAS) LOOP INK SOFTENER (HOT/COLD) �— — JL — — SINK - 36 "h BASE x w CABS zQ0 �p L 26'-011 ND 3�m moowc LNDi�� N � j IL GARAGE OPEN FOR (10'-1" }E HT) PLANTING 3 80 KT HVAC W 0 Nod OFFICE (10'-1" CEIL) N N nx CC) x PULL DOWN N ( ATTIC STAIRS ------ (} i-- ---I ------------- -- — - - --- z�=. - PW �� Q 1 I IF—ENG BEAM 61`4 m CEIL) X t o L ----J BOXED TO ? n STEPS DOWN AS MATCH WIDTH N N NEEDED (RISERS OF COLUMN 2680 NOT TO EXCEED (TYPICAL) A1_pll �T 4 1_111 A1_611 X71_811 I_ All -11�2" EACH) 2�'-SII 0� 411 FRH 050 10'-1"CSO e� 411 3-s\ I I CEIL sfi� 3 1 1 2x6 2x6 WALL 2x6 WALL BUILT-IN T.Y. CAB D PER BUILDER 1 1 I I BACK � r-- ---- — -— — — — — — — — -I I i PO�Ci-I l 5'-6" ( 6'-0"11'-6" CEIL--I 15'-011 (9'-6" IE HT) VENTLESS I 10' - I I 0 - - 8x8 COLUMN I GAS FIRE- ( CEIL (TYPICAL) LI PLACE I I I N DINING N 4 I 1 + I I (10'-I" CEIL) I I I LIVING - L -I-- I I o I (s EP CEIL) i io 1 II I I N ---------------� 121_211 21_611 2'-8" 2'-0" 3'-4" 1 3'-m" 1 15'-011 I i CEIL FOI 2x6 L-- ------- ---------- �I'R --- I I '��J (10'-1" CEIL) _ 3060 S(PED&H 10'-1" 611 RECESS 2'-10" '-4"� 1 V -0A AFF) CEIL TO MAKElie �P p REF FLUSH v.6 WALL 2x6 "�� W/ GABS 2x6 WALL 2x6 WALL 1 3080 FRENCH --- I OWNERS 4 SU I TE 6"d (10'-I" CEIL) TO 8'-0" AFF 8'-m" AFF) i 8'-0" AFF) T+S ° °— Q� O 3 �2 °� 4'-0" 4'-0" i w I —i- 3056 SH (HEAD a 8'-0" AFF) i i i i w O 4 w 0 cA x m HOSE BIBS 15'-8" -1'-!d" 7'-m" 13'-1011 4'-2" 12'-411 1'x4' ISLAND jfREFO 5RKF-ST -1 3 (I0' -I" CEIL) 1O D/W 2'-5 II 4 I_0II III 0 x cv --- I i 4 � 6"d ------ _]S 2x6 WALL TO 8'-0" AFF 8'-m" AFF) i 8'-0" AFF) T+S ° °— Q� O 3 �2 °� 4'-0" 4'-0" i w Y 3 N 0 O 2 II., 4'_0" C10 -I iE HT) x cv --- I i N ' � 6"d ------ _]S 2x6 WALL TO 8'-0" AFF 8'-m" AFF) i 8'-0" AFF) T+S ° °— Q� O 3 �2 °� 4'-0" 4'-0" i i Y 3 — — eZ - mw II 2 OPEN 0 I Q U) W U0 O _' 6► Q <0 ��^^ VJ � W - I STEPS TO GRADE ENG BEAM W/ HANDRAIL AS 8 1 I BOXED t0 Building Dept: Qz c() ` 41_011 W 4'-011 I MATCH WIDTH U Itse (r-�, Z J V OF COLUMN Ln > (TYPICAL) v! Q o r) W �-- r 0 Z V U_ " II o0 II P.T. WOOD 5 L0 Q u! GUARDRAIL N N p 4 I I (TYP) J Plan #: K1592 Job #: 17-1045 SHEET NUMBER 2 of: 7 8x8 COLUMN FRONT I I (TYPICAL) PORCH - I 1 C10 -I iE HT) (2) 2646 SH—FIXED 3056 SH 3056 SH i 42"h WALL (TEMPERED) � 6"d W/ CAP (HEADS -m 8'-0" AFF) TO 8'-0" AFF 8'-m" AFF) i 8'-0" AFF) T+S ° °— Q� O 3 �2 °� 4'-0" 4'-0" i i Y 3 2'-6" eZ - mw 4-l'-411 UJ LU OPEN 0 Q U) W U0 O _' 6► Q <0 ��^^ VJ � 2x6 WALL W Q 0 STEPS TO GRADE x N W/ HANDRAIL AS NEEDED (RISERS = NOT t0 EXCEED tlJ 11/2" EACH) ' Building Dept: Qz PANTRY CEIL 10 SU I T� � 0 0 w C4 '3 2680 I (I0'-1" CEIL) - w GAS RANGE W/ PKT j I II VENTED HOOD I II I II r 4 1 11 1 II Q _N 14 -O 15 -2 - 4 -4 -2 12'-4" w- �- DBL ? y _ FRAME FURR WALL – – – –) O WALL ti� AS NEEDED o PANTRY W� n I 2x6 WALL 2x(o 0 _j PKT ?� 12 2) a'-0" CEIL BATH "1 *F_�7 At SHOWER _ .x4 I 1? I I _I (Im 1 CEIL) x 1}1} 6_811 111_411 II_ 116 31_ II I I SI_�I 211211 13'-6'1 31- 11 I 6'-6" 3 �1 3056 SH z - L 0 Q (HEAD m 1 z 1 OWNERS 1 CORNER 1 L 0 w ID - - - - -- a-m" AFF) Q W1ALK- IN BATH 2511 3 (1-I" CEIL) - (10'-1" CEIL) GLS 1 3'-4" _1'-211 41_11 `4 I 11 O TUB K7 \p L--------- II i _ 2x6 WALL 2x6 WALL _ SU I TE #3 T SHELFB 3: (10'-I" CEIL) 2x6 WA 2x6 WALL -' — N 6" I V SHOWER " CEIL B TN "3 ATt- 00'41" (10' 1" CEIL) TILED SEAT im FLOOR FL SCALE: I/4" I'-0" NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS t0 COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY t0 PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPL IANCE. II 4 1_QII II 11 III_611 II (2) 2646 SH—FIXED 3056 SH 3056 SH i 42"h WALL (TEMPERED) GLASS (HEAD m (HEAD 6"d W/ CAP (HEADS -m 8'-0" AFF) TO 8'-0" AFF 8'-m" AFF) i 8'-0" AFF) T+S ° °— Q� O 3 �2 °� (41/2" BETWEEN) HEADER i Y 3 2'-6" VJ 4-l'-411 im FLOOR FL SCALE: I/4" I'-0" NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS t0 COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY t0 PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPL IANCE. II 4 1_QII II 11 III_611 II 1 O Pau INTERIOR DETAILS SCALE: 1/4 . P-011 DWELLING UNIT THERMAL VOLUME 25,150 CUBIC FEET SEE BUILDER FOR MECHANICAL VENTILATION SPECIFICATIONS 2x6 WALL /� I 2030 AWN SQ, ATG. TABULATION (HEAD a AFF) LIVING 2515 FRONT PORCH 160 i BACK PORCH 331 TOAGE ro4lb TALL COVERED 3-115 PLANS ARE DRAWN IN ACCORDANCE WITH FLORIDA BUILDING CODE 5th EDITION (2014), RESIDENTIAL NOTES: I - ALL EXTERIOR WALLS ARE DRAWN AT (o" NOMINAL TO REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR WALLS ARE DRAWN At 4" NOMINAL t0 REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, SPACING AND GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES. 2 - ATTIC ACCESS t0 BE 22"X30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO BE: - SOLID WOOD DOOR W/ 1j" MIN THICKNESS - OR, SOLID OR HONEYCOMB -GORE STEEL -OR, 20 -MINUTE FIRE -RATED (ANY DOOR CHOSEN SHALL HAVE A SELF -CLOSER) 4 - ALL SHOWER GLASS (FIXED GLASS, PARTITIONS d DOORS) ARE TO BE TEMPERED GLASS (SEE BUILDER FOR PRODUCT SPECS). GLENN LAYTON HOMES U C U C 6"d Iri a� N s �U Qi E"�v3> ° + t O c N EU i = t-° ° U =�ai°'E� _C O o= u 6"d °a 01 ��. �...°� ci ° O O'c O NL+' o U U C y O o = Q T+S ° °— Q� O 3 �2 °� HEADER 0-0 c am�nu 0 r° US �0E uC 1U32 Y ya YO U 0 D co f N —EC E Q EU -°0 o 2-0 °Y HEADER VJ OPEN UJ LU OPEN 0 Q U) W U0 O _' 6► 1 O Pau INTERIOR DETAILS SCALE: 1/4 . P-011 DWELLING UNIT THERMAL VOLUME 25,150 CUBIC FEET SEE BUILDER FOR MECHANICAL VENTILATION SPECIFICATIONS 2x6 WALL /� I 2030 AWN SQ, ATG. TABULATION (HEAD a AFF) LIVING 2515 FRONT PORCH 160 i BACK PORCH 331 TOAGE ro4lb TALL COVERED 3-115 PLANS ARE DRAWN IN ACCORDANCE WITH FLORIDA BUILDING CODE 5th EDITION (2014), RESIDENTIAL NOTES: I - ALL EXTERIOR WALLS ARE DRAWN AT (o" NOMINAL TO REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR WALLS ARE DRAWN At 4" NOMINAL t0 REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, SPACING AND GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES. 2 - ATTIC ACCESS t0 BE 22"X30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO BE: - SOLID WOOD DOOR W/ 1j" MIN THICKNESS - OR, SOLID OR HONEYCOMB -GORE STEEL -OR, 20 -MINUTE FIRE -RATED (ANY DOOR CHOSEN SHALL HAVE A SELF -CLOSER) 4 - ALL SHOWER GLASS (FIXED GLASS, PARTITIONS d DOORS) ARE TO BE TEMPERED GLASS (SEE BUILDER FOR PRODUCT SPECS). GLENN LAYTON HOMES U C U C to N ++ Iri a� N s �U Qi E"�v3> ° + t O c N EU i = t-° ° U =�ai°'E� _C O o= u V0 (n °a 01 ��. �...°� ci ° O O'c O NL+' o U U C y O o = Q T+S ° °— Q� O 3 �2 °� o 0 Do— OU .L.+ U to ° N O 0 CIL 0-0 c am�nu 0 r° US �0E uC 1U32 Y ya YO U 0 D co f N —EC E Q EU -°0 o 2-0 °Y VJ fY UJ LU Z 0 Q U) W U0 O _' Q <0 ��^^ VJ � w Z W Q 0 U) W 06 cc 904.272.5339 Building Dept: W U Itse (r-�, Z J V Ln > v! LLJZJ cr o r) W �-- r 0 Z V U_ " II o0 U) 5 L0 Q u! N N c°v a `� W O LO N J Plan #: K1592 Job #: 17-1045 SHEET NUMBER 2 of: 7 12 Q3 VINYL CEILING 2x4 TRIM - �p WALL SHEATHING HARD I -LAP SIDING ENG BEAM Ix8 TRIM Q 1x8 TRIM OVER 3/4" FURRING 12'-6" SLOPE FOR DRAINAGE / I'-0" 1/4" 2" 4" GONG SLAB -A ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL a STICK ROOF SHEATHING +2'-6" OVER -HANG HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS GALV EAVE DRIP IN ROOF CEMENT W/ PEEL d STICK LAPPED OVER Ix2 FURRING 2x6 FASCIA WRAPPED W/ ALUMINUM VENTED VINYL SOFFIT WALL SHEATHING W/ HOUSE -WRAP OVER 2x4 FRIEZE \ 1x6 TRIM Ix2 TRIM OVER 1x4 TRIM Ix2 TRIM 8x8 COLUMN 2" FORMED EDGE Ix6 BASE TRIM STUCCO FINISH OVER FOUNDATION WALL STUCCO SCREED FINISHED GRADE Edi W —I I ITI I I I I l i l l l= — CONC FOOTING W/ III= RODS CONT PER = ENG'S DETAILS III - BACK PORCH SECTION 5C:ALE: 3/411 = P-0" 3 13 GALVALUME ETAL ROOF PEEL t STICK ROOF SHEATHING ENG ROOF t 55E8 PER MANUFAC URER R-33 BLOWN INSULATION - (2) 2x6 TOP B — 1/2" G.W.B. (WALLS t CEILING) 2x6 STUDS (SPACING PER BUILDING CODE) CONTINUOUS RIGID CONNECTOR PER ENG'S DETAILS R-19 INSULATION 2x6 P.T. SOLE IE BASE TRIM TO BE DETERMINED 4" GONG SLAB W/ 6x6 10/10 W.W.M. ON 6 MIL VISQUENE OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL ---\ A A d W/ HOUSE - WRAP 77 -1rr=777=T7=7 71 II Ix8 TRIM OVER 2" FORMED EDGE � I—III—III—III—III U) a U) n II � 5" CONC CK EI I I IWALL I /— Ix4 P.T. EACH SIDE FOUNDATION WALL I I I 6" CONC BLOCK =III—I I I PER ENG'5 DETAILS Ix6 BASE TRIM FOUNDATION WALL i l l-1111 I VERTICAL RODS lia I PER ENG'S DETAILS II do _ —III—IIII =� D VERTICAL ROS 11= l FOUNDATION WALL PER ENG'S DETAILS wL --t a a° I1111=III 11 II 11=1 a Ild _ d I II -III II � `q� IIII III1 1I1I�I1I ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL a STICK ROOF SHEATHING +2'-6" OVER -HANG HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS GALV EAVE DRIP IN ROOF CEMENT W/ PEEL d STICK LAPPED OVER Ix2 FURRING 2x6 FASCIA WRAPPED W/ ALUMINUM VENTED VINYL SOFFIT WALL SHEATHING W/ HOUSE -WRAP OVER 2x4 FRIEZE \ 1x6 TRIM Ix2 TRIM OVER 1x4 TRIM Ix2 TRIM 8x8 COLUMN 2" FORMED EDGE Ix6 BASE TRIM STUCCO FINISH OVER FOUNDATION WALL STUCCO SCREED FINISHED GRADE Edi W —I I ITI I I I I l i l l l= — CONC FOOTING W/ III= RODS CONT PER = ENG'S DETAILS III - BACK PORCH SECTION 5C:ALE: 3/411 = P-0" 3 13 GALVALUME ETAL ROOF PEEL t STICK ROOF SHEATHING ENG ROOF t 55E8 PER MANUFAC URER R-33 BLOWN INSULATION - (2) 2x6 TOP B — 1/2" G.W.B. (WALLS t CEILING) 2x6 STUDS (SPACING PER BUILDING CODE) CONTINUOUS RIGID CONNECTOR PER ENG'S DETAILS R-19 INSULATION 2x6 P.T. SOLE IE BASE TRIM TO BE DETERMINED 4" GONG SLAB W/ 6x6 10/10 W.W.M. ON 6 MIL VISQUENE OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL ---\ A A d W/ HOUSE - WRAP 77 -1rr=777=T7=7 71 II Ix8 TRIM OVER 2" FORMED EDGE Ix6 P.T. NAILER U) a U) STUCCO FINISH OVER 5" CONC CK EI I I IWALL I /— Ix4 P.T. EACH SIDE FOUNDATION WALL I I I a n .0 a°OO UO cp O ++ • O ` ` PER ENG'5 DETAILS Ix6 BASE TRIM i l l-1111 I VERTICAL RODS lia I PER ENG'S DETAILS II STUCCO FINISH OVER _ —III—IIII =� °° al ° 11= FOUNDATION WALL FA ----- IIL-ISI=ISI-ISI-ISI= wL --t a GALV FLASHING t COUNTER FLASHING OVER PEEL d STICK W/ HOUSE -WRAP LAPPED OVER - VINYL CEILING 2x4 TRIM HARDI-LAP 51DING HOUSE - WRAP WALL SHEATHING GALV FLASHING W/ HOUSE -WRAP LAPPED OVER Ix4 TRIM OVER Ix4 P.T. NAILER EXPANSION JOINT 4" GONG SLAB — 7 1 1=1 1 711 1=1 11=1117111 -111 -- GONG 11=111 -111 - GONG FOOTING W/ I- RODS CONT PER — (= ENG'S DETAILS -111-1' =1 I'-6" OVER -HANG HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS 2x6 LOOKOUTS 6 24" O.G. GALV EAVE DRIP IN ROOF CEMENT ----- W/ PEEL f STICK LAPPED OVER Ix2 FURRING 2x6 FASCIA WRAPPED W/ ALUMINUM VINYL SOFFIT 2x4 FRIEZE HARDI-SHAKE SIDING HOUSE- WRAP — WALL SHEATHING 2x4 TRIM WALL SHEATHING - HARDI-LAP SIDING ENG BEAM Ix8 TRIM 8 Q 1x8 TRIM OVER 3/4" FURRING 8 SLOPE FOR 2" ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL E STICK ROOF SHEATHING 2'-0" OVER -HANG HURRICANE ANCHOR At EACH MEMBER PER ENG'S DETAILS GALV EAVE DRIP IN ROOF CEMENT W/ PEEL d STICK LAPPED OVER Ix2 FURRING 2x6 FASCIA WRAPPED W/ ALUMINUM VENTED VINYL SOFFIT WALL SHEATHING W/ HOUSE -WRAP OVER 2x4 FRIEZE Ix6 TRIM Ix2 TRIM OVER Ix4 TRIM Ix2 TRIM — 8x8 COLUMN — 2x4 P.T. TOP RAIL — Ix4 P.T. EACH SIDE — 2x2 P.T. BALUSTERS m 5" O.G. VERTICAL / / -0 W/ HOUSE - WRAP C LAPPED OVER Ix8 TRIM OVER 2" FORMED EDGE Ix6 P.T. NAILER U) a U) STUCCO FINISH OVER FOUNDATION WALL /— Ix4 P.T. EACH SIDE O FINISHED GRADE .0 a°OO UO cp O ++ • O ` ` Ix6 BASE TRIM A d_ �o I = < �'pq VJ_ STUCCO FINISH OVER III—III—III=III—III—III ° FOUNDATION WALL =III=III=1 I' =III -1 � IIII—I d a 8" GONG BLOCK - I= = II°` STUCCO SCREED FOUNDATION WALL -III=III O �' ° PER ENG'S DETAILS 411 FINISHED GRADE VERTICAL RODS � ^ z vJ W a° PER ENG'S DETAILS i i=l 1 I I! =1 I 1=1 I =d II I—III—III= — -I Iri II a jdGONG I I I I I I=ITI= FOOTING W/ Building Dept: ! III (- RODS CONT PER ='�� = (_� ENG'S DETAILS ONT PORCH SECTION. E 3/4": V -m 2- R-33 BLOWN i INSULATION .' ...... ................................�.... (2) 2x6 TOP fE 1/2" G.W.B. (WALLS d CEILING) - HEADER FRAMING PER ENG'S DETAILS INTERIOR TRIM PER BUILDER WINDOW UNIT PER MANUFACTURER'S SPECS 2x6 STUDS (SPACING PER BUILDING CODE) CONTINUOUS RIGID CONNECTOR PER ENG'S DETAILS R-19 INSULATION 2x6 P.T. SOLE IE BASE TRIM TO BE DETERMINED 4" CONC SLAB W/ 6x6 10/10 W.W.M. ON 6 MIL VISQUENE OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL --\ -; °---r- — --- 8" 8" CONC BLOCK FOUNDATION WALL PER ENG'S DETAILS VERTICAL RODS PER ENG'S DETAILS — NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS t0 MEET COMPL I ANCE. ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL t STICK ROOF SHEATHING 2'-0" OVER -HANG HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS GALV EAVE DRIP IN ROOF CEMENT ' W/ PEEL t STICK LAPPED OVER Ix2 FURRING 2x6 FASCIA WRAPPED W/ ALUMINUM VENTED VINYL SOFFIT 2x4 FRIEZE 5/4"x6 WINDOW TRIM 5/4"x4 TRIM HARDI-LAP SIDING HOUSE - WRAP WALL SHEATHING GALV FLASHING - GONG FOOTING W/ RODS CONT PER ENG'S DETAILS TYPICAL WALL SECTION SCALE.- 3/4" = 1'-0" NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. u F GLENN LAYTON HOMES U W/ HOUSE - WRAP C LAPPED OVER Ix8 TRIM OVER Ix6 P.T. NAILER U) a U) STUCCO FINISH OVER FOUNDATION WALL /— STUCCO SCREED O FINISHED GRADE - GONG FOOTING W/ RODS CONT PER ENG'S DETAILS TYPICAL WALL SECTION SCALE.- 3/4" = 1'-0" NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. u F GLENN LAYTON HOMES U (3 C c: a� tN�w-N: �_ U) a U) oaCL U) U y N o O° v U) C00.9 0 rs O < C -p 450 N oO O o°� o - v 0 Uoo-_c 0L)t1= O mC'n'0- c N 0 -- o. 0_mQ Cy C 0 O O;-0 C .0 a°OO UO cp O ++ • O ` ` -N _c0C(Dngc Eo o°-v0Yd2�Y �'pq VJ_ W w z a W U ° O �' Vl � ^ z vJ W a° W wx W rr Building Dept: LUj W C p< — > r—^ vJ yjzv a O Q LU o� ULL II opa M 75 r ^ LO c 3 ° v 0 LU L, ° = J 0 H Plan #: K1592 Job #: 17-1045 jtj of: 7 UJINDOW INSTALLATION (METHOD A-1) WEATHER RE5ITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A STEPS (I)IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL a WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. Q APPLY SILL FLASHING (3)APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE 4 SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8)1" © APPLY JAMB FLASHING APPLY BEAD OF SEALANT AT HEAD © APPLY HEAD FLASHING ®REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. ;'K SEALANT EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING S)5" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM."•^, SEALANT BEAD BEHIND MOUNTING FLANGE. SEAL THE WINDOW FRAME TO OPENING. APPLY A Ye" NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. (5 JAMB FLASHING APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAM55 9,�" ABOVE THE R.O. AT HEAD. EMBED JAMB — FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). n THROUGH WINDOW JAMB FLASHING SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. Z'11#_/� SECURE WRB AT HEAD _ FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. OHEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. 1 W PLUMB, AND LEVEL CONDITION. USE PE OR I RESISTANT FASTENERS. FASTEN WINDOWSOWS PER `\ (D /� WINDOW MANUFACTURER SPECIFICATIONS. ++ PER ENG'S DETAILS II I WEATHER RESISTANT s' II BARRIER (WRBJ AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE /I J TOP EDGE OF THE BARRIER UP AND TAPE THE OVER APPROVED TOP CORNERS AND TO THE EXTERIOR -1 WRB SURFACE ABOVE. _O 0O L E 0 0 U `/ 1999 Wells Road / INTERIOR VIEW / TOP LEFT CORNER OF WINDOW DOOR FLASHING INSTALLATION WEATHER RESISTIVE BARRIER ( WRB) APPLIED PRIOR TO THE DOOR INSTALLATION. STEPS (DIN WATER 5HEDDING FASHION, STARTING AT THE BASE OF THE WALL 4 WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. O CUT WEATHER BARRIER AND FOLD IN AND AROUND DOOR JAMB U3 INSTALL DOOR PER MANUFACTURER'S INSTRUCTIONS ® APPLY JAMB FLASHING © APPLY HEAD FLASHING FLASHING AT HEAD 4„ EXTENDS I" MIN BEYOND 1/4" da) JAMB FLASHING. 5 1 O HEAD FLASHING MIN APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING DOOR FRAME 1/4" EXTEND SELF ADHERING MEMBRANE FLASHING I" MIN BEYOND JAMB FLASHING 1/4" ® JAMB FLASHING APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING DOOR FRAME 14" O INSTALL DOOR i THRESHOLD INSTALL DOOR PLUMB, LEVEL AND SQUARE PER MANUFACTURER'S WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT O® APPLY SEALANT AT I COMERS AND FRONT � EDGE OF THRESHOLD ar II I WEATHER RESISTANT e• "�� II I BARRIER (WRBJ AT A 45 DEGREE ANGLE, CAREFULLY CUT THE ®I I I BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR / WRB SURFACE ABOVE. / Y O CUT WEATHER BARRIER AND FOLD V IN AND AROUND DOOR JAMB OPTIONAL - PROVIDE LEAD VENT BOOT WITH INTEGRAL FLANGE — VENT STACK - SEE BUILDER FOR SIZE f LOCATIONS PRE -FORMED FLEXIBLE BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT —� INSTALL FLANGE OVER METAL ROOF AT BASE —� INSTALL METAL ROOF OVER FLANGE AT HEAD GALVALUME METAL ROOF ( INSTALLED PER MANUFACTURER'S SPECS) OVER PEEL d STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS NOTES: I - INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS 2 - APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY C)ETA1L:___%v-1E_NT STACK FLASHIN scr,Le: NOT TO scZe DETAIWALL FLASH11 APPLE WOOD FINISH SCALE: NOT SCALE AT GALVANIZED METAL OFF -RIDGE VENT WITH BAFFLE, SET IN PLASTIC ROOF CEMENT OR SEALANT INSTALL OFF -RIDGE VENT FLANGE OVER METAL ROOF AT BASE SHEATHING OVER ROOF MEMBERS PER ENG'S DETAILS GALVALUME METAL ROOF (INSTALLED PER MANUFACTURER'S SPECS) OVER PEEL E STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS 24" WIDE METAL VALLEY � FLASHING OVER PEEL a STICK DETAIL: Viz SCALE: NOT TO SCALE Y FLASHING GALVALUME METAL ROOF OVER PEEL d STICK INSTALL METAL ROOF OVER OFF -RIDGE VENT FLANGE AT HEAD P `P SCREEN a w-wW41611099 NOTES: I - INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS 2 - APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY DETAIL: OFF-RIDCsE VENT SCALE- Na, TO SCALE GALVALUME METAL ROOFING PER MANUFACTURER'S SPECIFICATIONS DETAIL: W� SCALE: NOT TO SCALE WALL FINISH ASSEMBLY LAP WEATHER BARRIERS OVER NAILING FLANGE ? 5x5 GALV FLASHING KICK -OUT FLASHING (SEE DETAIL) a„ % I EXTEND KICK -OUT FLASHING 2" BEYOND FASCIA PLYWOOD SHEATHING PER END'S DETAILS PEEL t STICK UNDERLAYMENT GALV EAVE DRIP P.T. FURRING (OPT - SEE WALL SECTION) FASCIA n<icK-our Fra NOTE: INSTALL KICK -OUT FLASHING AT BOTTOM OF ROOF a WALL INTERSECTIONS WATER TIGHT SEAL GLENN LAYTON HOMES U U WALL SHEATHING c ++ PER ENG'S DETAILS _ OQ"Su(V�ii o o c O EO�0 te.ian> APPLIED WOOD -0> U O O0.V C ow 0.q y's-0 d O Cz0 FINISH (SEE ELEVATIONS) cc Nvai o •pO Ea 0i U o 0- 3 O C ny OVER APPROVED CCaQ)C .2 m I� p 3-OaC¢ a1 U dO O U C P D y E N� O O '/1 -1 WEATHER BARRIER _O 0O L E 0 0 U `/ 1999 Wells Road EXTEND PEEL t STICK Orange 11'ark, Fl, 32073 I UP WALL -1" (MINIMUM) 11 LAP WEATHER BARRIER W w OVER FLASHING AND SECURE I WITH STARTER STRIP ^ GALV COUNTER -FLASHING OVER Z U ° EXTENDED PEEL t STICK • I Q r n U) I Z I GALVALUME METAL ROOF VJ LLJ OVER PEEL a STICK ir� 904.272.5339 OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS GALV FLASHING OVER PEEL a STICK w J (� ' ROOF CEMENT DETAIWALL FLASH11 APPLE WOOD FINISH SCALE: NOT SCALE AT GALVANIZED METAL OFF -RIDGE VENT WITH BAFFLE, SET IN PLASTIC ROOF CEMENT OR SEALANT INSTALL OFF -RIDGE VENT FLANGE OVER METAL ROOF AT BASE SHEATHING OVER ROOF MEMBERS PER ENG'S DETAILS GALVALUME METAL ROOF (INSTALLED PER MANUFACTURER'S SPECS) OVER PEEL E STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS 24" WIDE METAL VALLEY � FLASHING OVER PEEL a STICK DETAIL: Viz SCALE: NOT TO SCALE Y FLASHING GALVALUME METAL ROOF OVER PEEL d STICK INSTALL METAL ROOF OVER OFF -RIDGE VENT FLANGE AT HEAD P `P SCREEN a w-wW41611099 NOTES: I - INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS 2 - APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY DETAIL: OFF-RIDCsE VENT SCALE- Na, TO SCALE GALVALUME METAL ROOFING PER MANUFACTURER'S SPECIFICATIONS DETAIL: W� SCALE: NOT TO SCALE WALL FINISH ASSEMBLY LAP WEATHER BARRIERS OVER NAILING FLANGE ? 5x5 GALV FLASHING KICK -OUT FLASHING (SEE DETAIL) a„ % I EXTEND KICK -OUT FLASHING 2" BEYOND FASCIA PLYWOOD SHEATHING PER END'S DETAILS PEEL t STICK UNDERLAYMENT GALV EAVE DRIP P.T. FURRING (OPT - SEE WALL SECTION) FASCIA n<icK-our Fra NOTE: INSTALL KICK -OUT FLASHING AT BOTTOM OF ROOF a WALL INTERSECTIONS WATER TIGHT SEAL GLENN LAYTON HOMES U U c c ++ Q) y w 0 y U 0 E "— (h o ++ r _ OQ"Su(V�ii o o c O EO�0 te.ian> -0> U O O0.V C ow 0.q y's-0 d O Cz0 N ` p CO 0 – c- oS? ='i_ )– c 0O a34 cc Nvai o •pO Ea 0i U o 0- 3 O C ny CCaQ)C .2 m I� p 3-OaC¢ a1 U dO O U C P D y E N� O O '/1 -1 E01 ` ` y` 0 O- 0 `v°'c E N_0 N2E3Q _O 0O L E 0 0 U `/ 1999 Wells Road Orange 11'ark, Fl, 32073 U) U) 11 W w 0V — LU U ° O _' Q r n U) Z w Q ° VJ LLJ _ x W ir� 904.272.5339 Building Dept: Uj U w J (� C o oQZ .> Q) � Z v O Q W r o _I � z U LL - cy)C> - "0O m \ 75 L a LO 1 +'v 45 �°-17 "WOLov N Plan #: K1592 Job #: 17-1045 of: 7 F n COLD P.T. T( P.T. Et P.T. Sf " O.G. P.T. Eo 5ECTION ELEVATION R P.T. WOOD GUARD AIL DETAI SCALE: sia . V-011 fROOF- PLAN SCALE: 1/2" = 1'-0" ATTIC VENTILATION ATTIC SPACE 3115 /. 300 TOTAL VENTILATION SQ FOOTAGE 12.4 •/. 2 SQ FT OF VENTILATION TO SOFFITS 6-2 SQ FT OF VENTILATION TO ROOF VENTS 6.2 (SIZE AND LOCATION OF ROOF VENTS TO BE VERIFIED ONSITE) NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. PGSSESSION OF THESE PLANS ACKNOWLEDGES `HAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIG1,4AL REQUIREMENTS OF LOCAL BUILDING G'FFICIALS TO MEET COMPL I ANCE. l' -0 TO GABLE 12 10'-I" fE HT_ - GALVALUME METAL ROOF (TYPICAL) U C (n ++ v� 0 w a) ° N Emv;> Q 4� c _v o L uj L w IT y '3 U cam•-�O = "'•' U�>, O �ooy�E on OO c� U � 0% (n — ' a� o o 2z c o o t 2 o ao c� Q Q o p vi St -aO E `moo o 003N'U �V `o_� 0 E o o_� s o —� :non •3 c o c a � 0c O v O v�aOiEoU moo cO a_3 °N OEn Vc N n NUO O"r- E rs 2:o5O� cU aUU o y VJ U) m W w 12 z F— C� 12 Q c/) LU U ° O -1 a VJ F - Z Vi W Q ° U) W _ x W Mz 1 ' Building Dept: W FALSE U�� zJ� �» W Q z c O Q LOUVERED W cr- Q v of 0 W �- z UL -C'4 0 O \_ VENT O O (> M \ \ c/)v_ CO .- Lo Q Lo ° 12 O� 12 `n W�CV o � Pian #: K1592 Job #: 17-1045 SHEET NUMBER i of: 7 'J ori II II HARD I -LAP SIDING (TYP) ^' 5/4"x4 COINER 6l TRIM (TYP) Ix8 OVER Ix6 BAND (TYPICAL) FIN FLOOR- FIN GRADE STUCCO FINISH OVER EXPOSED FOUNDATION WALL (TYPICAL) HARD I - SHAKE SIDING (TYP) STEPS TO GRADE P.T. WOOD AS NEEDED GUARDRAIL (TYPICAL) FRONT ELEVATION, SCALE: 1/4" = 1'-0" 8x8 COLUMN (TYPICAL) TO GABLE FACE 12 Q -I 5/4"xro HEAD TRIM 5/4"x4 SIDE TRIM 5/4"x4 BOTTOM TRIM 5/4"x8 TRIM AT GARAGE DOOR HEAD (TYPICAL) FIN FLOOR FIN GRADELj - Iz- T�1'P WINDOW TRIM DETAIL SCALE: 1/4" = 1'-0" GALVALUME METAL ROOF ITYPICALI 12 12 .oGAaLEFACE ��il �Ii111 11l1 111 �hi1i1i11 l I III m BACK PORCH I ! I .� II SIDING DP) 6'h PRIVACY FENCE W/ GATE - AT SHOWER - - - _ -- 8x8 COLUMN (TYPICAL) REAR ELEVATION, SCALE: 1i4 V-011 -1'-0II TO GABLE FACE - _ 10'-I" fE HT -HARDI-LAP SIDING (TYP) -5/4"x4 CORNER -' TRIM (TYP) - Ix8 OVER Ix6 BAND (TYPICAL) -FIN FLOOR _FIN GRADE PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. in] C1 -A u U- 0 w J Q GLENN LAYTON HOMES U U C (n ++ v� 0 w a) ° N Emv;> Q 4� c _v o L uj L w IT y '3 U cam•-�O = "'•' U�>, O �ooy�E on OO c� U � 0% (n — ' a� o o 2z c o o t 2 o ao c� Q Q o p vi St -aO E `moo o 003N'U �V `o_� 0 E o o_� s o —� :non •3 c o c a � 0c O v O v�aOiEoU moo cO a_3 °N OEn Vc N n NUO O"r- E rs 2:o5O� cU aUU o y VJ U) m W w z F— C� Q c/) LU U ° O -1 a VJ F - Z Vi W Q ° U) W _ x W Mz 1 ' Building Dept: W U�� zJ� �» W Q z c O Q W cr- Q v of 0 W �- z UL -C'4 0 O \_ II O O (> M \ \ c/)v_ CO .- Lo Q Lo ° ° O� o� `n W�CV o � Pian #: K1592 Job #: 17-1045 SHEET NUMBER of: 7 NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT TF-=- PURCHASER HAS BEEN INFORMED OF THIS NFORI'1ATION AND ASSUMES THE RESPO" ,SIBILITY TO PROVIDE ALL ADDITIONAL PLQUIREMENTS OF LOCAL BUILDING OFFICIA-S TO MEET COMPLIANCE. I TO GABLE FACE —\ ! A 10'-i" fE HT 8x8 COLUMN (TYPICAL) - P.T. WOOD GUARDRAIL (TYPICAL) - FIN FLOOR FIN GRADE STEPS TO GRADE AS NEEDED GALVALUME METAL ROOF (TYPICAL) -i 3'-0" -- TO GABLE FACE —\ HARD I -LAP SIDING (TYP) - 5/4"x4 CORNER TRIM (TYP) — 1x8 OVER 1x6 BAND (TYPICAL) 12 LOUVERED VENT HARD I - SHAKE SIDING (TYP) GALVALUME METAL ROOF (TYPICAL) - STUCCO FIN SH OVER EXPOSED FOUNDATION WALL (TYPICAL) 12 IRI(3HT ELEVATION, SCALE: 1/4 . V-011 --- --- ----- LOUVERED VENT n 12 Q 3 HARD I - SHAKE SIDING (TYP) GALVALUME METAL ROOF (TYPICAL) 8x8 COLUMN (TYPICAL) -31-011 '-0'1 TO GABLE FACE HARD I -LAP SIDING (TYP) 5/4"x4 CORNER TRIM (TYP) it I I I Ix8 OVER t Ix6 BAND (TYPICAL) 5/4"x6 HEAD TRIM 5/4"x4 SIDE TRIM 5/4"x4 BOTTOM TRIM TYP lelINDOJul TRIM DETAIL 5GALE: 1/4" = 1'-011 EE GALVALUME METAL ROOF (TYPICAL) r - I I I I I 3' - 0'• TO GABLE FACE 10'-I" fE NT 8x8 COLUMN (TYPICAL) - P.T. WOOD 0 GUARDRAIL (TYPICAL) STUCCO FINISH OVER EXPOSED FOUNDATION WALL (TYPICAL) LEFT ELEVATION, SCALE- 1i4 - V-011 PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. GLENN LAYTON HOMES U � C N �O V yL U N E- L y 7 C7 O o P .,L.. •� L C `� c =o3 :2 -F -j 'U 3 T� E 0) O O p j U y N 0 0 00 0 C O O c -02 •� cc .�Ni C •N Q T p 2 O - Q� N LL .2`� O O O 8d 0 0 3 0 L- p d '; 1. c O c Q N O C U OC U C O U 1� O O c Q N U d O oz c U 7 N -O N N O Q O Nc m=Ec N n.�a)o Y o Q.L.ao Q v O Y 2:5 1999 Wells Road Ormige Park, FL 32073 VJ U) rr W U.1 � z 0 c� Q W U° OJ U) )nn Q Z W Q ° 0 _ x W ri 904.272.5339 Building Dept: LLI U z UJ Qz N . o � — Q) LLJ U) z 0 Q LU 0 ' - II O ° O 0, m`°� �Ln a T1 f-� C a U p Lo N W J N L Plan #: K1592 Job #: 17-1045 SHEET NUMBER 6 of: 7 POOL_ DECK (BY OTHERS) (VERIFY SIZE IN FIELD) WP GFCI ---------------- Fla --------------- a II II r / r ANKLESS ;AS WATER IEATER A/C DISC WP _x_ GFCI -- -1-- �+---I-Ee- D L — JL(GAS) J L -ND Y 00'4" EIL) 1\\ PWDR (10'-1" CEIL i I „ --- PORCH I % (9'-6" fE HT) I I WP II�\ -- �� GFCI / I / TO REAR I i TO POOL LANDSCAPE LIGHTING I I 1 LIGHTING ------------ '` I \ 1 I ►�'------------ II \n 1 1 j WP GFCI OWNERS ,FA9 SUITE/ i (10'-I" CEIL) r r I I I i I -- 1 CEIL ' L 1 WATER SOFTENER LOOP G.D.O. I I �\ r � r 1 1 HVAC 1 GARAGE -- i 00'-I" fit HT) COMPACT FLUORESCENT ON PULL CHAIN IN ATTIC r \ I GFCI I r ------ 1 GAS FIRE- PLACE - - - - - III -I" ( 10'-1" ___--------_ CE 1L ( CEIL LIVING ' \ I I (STEP CEIL) \\\ 11 I I I I I I I \ r I 1 all r \ r FLOOR PLUG ( VERIFY \ LOCATION I W/ BUILDER) — — — — — — — — — — — — — — — T J \ 1 1 3 1 15RKF5T _ ' 1 I REF I (10'-I" CEIL) Y GFCI r T.W.GFCI GFCI \ G. DISPOSAL �-'' GAS RANGE W/ \ r SWITCH IN GAB \ 1 r VENTED HOOD \ 1 � H ®3�I SD I I I I I I � I I I WALK- IN I �C10'-1" CEIL) I L ---------I D IN ING (10'-1" CEIL) \ \ \ \ \ \ \ \ 1 1 1 I I I I I I I r r r r / / TO SWITCH AT FOYER LD ---- WP ---- GFCI i -Nil FRONT ,l PORCH (10'-I" fE HT) _ --------------- %I FOYER----- _--- I I TO GARAGE -I _ CARRIAGE (10'-i" CEIL) / ' ---- - - - LIGHTING 171-9 1 _Fla TO FRONT LANDSCAPE LIGHTING \ \ 1 i 5U I TE #2 I (10'-1" CEIL) r 1719 1719 SD SD \ 'jo, / / \ =Iff * 00 _ ' 111 OWNERS ` 5ATH ` �\ (10'-1" CEIL) II II ELEC RIC,4 SCALE: I/d"= I'-0" ii SDS �� _ r \ \ 1 i I I SUITE #3 (10'-I" CEIL) UMINOR re. 3' WP GFCI NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. CTRICA PRE W I RE E BRACE CEILING I=AN W/ LIGHT PRE W I RE d BRACE CEILING I=AN (NO LIGHT) FLUOR LIGHT CEILING EXHAUST FAN/LIGHT FIXTURE W/ HIGH EFFICACY BULB a CEILING EXHAUST FAN WALL MOUNTED Y LIGHT FIXTURE NOTES: U RECESSED LIGHT FIXTURE W/ ® L.E.D. BULB (�:r: CEILING MOUNTED Wf- LIGHT FIXTURE 4- CEILING MOUNTED 0__ PENDANT FIXTURE WALL MOUNTED Y LIGHT FIXTURE NOTES: U FLOOR PLUG ® 220V OUTLET (�:r: IIOV OUTLET Wf- WEATHER PROTECTED GFCI IIOV OUTLET 0__ IIOV OUTLET W/ GROUND GFCI FAULT CIRCUIT INTERRUPT vOO LdN Nv3�Qo _Eoo N O°70c NOUL L V 0 00 4 SWITCHED Ilm OUTLET Lysm 1999 Wells Road (TOP HALF ONLY) ze= GARAGE DOOR OPENER $ SWITCHES $3 3 -WAY SWITCH ® SMOKE DETECTOR SD DISC rJ DISCONNECT SWITCH Co CAR50N MONOXIDE DETECTOR 3 ALARM 1 - ALL ELECTRICAL WIRING TO 5E IN ACCORDANCE WITH NFPA i0 - 2011 NATIONAL ELECTRIC CODE 2 - PROVIDE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTION THROUGHOUT, WITH A LISTED AFC1, AS REQUIRED PER 210-12 (A) , (5) 4 (C) AND FSG 83902.12 3 - 1551- OF ALL PERMANENT FIXTURES TO USE NIGH -EFFICACY COR L.E.D.) LAMPS PER FBC - ENERGY CONSERVATION 8404 HIGH EFFICACY 5UL-5 CALCULATION TOTAL PERMANENT FIXTURES. 62 HIGH EFFICACY COR L.E.D.) FIXTURES: 49 PERCENTAGE OF HIGH EFFICACY: 19% GLENN LAYTON HOMES (3 � U C + + U; v T v A) —L 5 U �. _- E °p3> v +r L L C U q v o TvE t• � p c y O C � >( 0t0 U u) °Cvp aN �a,•p O a. Q71 nvO v UCc o G.3NO =02=—.o _ U c) 0 I_ v C — . . pv p�yU Ov ap v 0 4_0 — E c oOCC cyE O0OVC �O_C:U 0 in � �a p v vOO LdN Nv3�Qo _Eoo N O°70c NOUL L V 0 00 4 Lysm 1999 Wells Road Orange I"ark, FL 32073 VJ � fY W W Z 0 Q U) W U>mm ° OJ Q 00 � ^ V! � r /'� Z v f W Q ° W wx W IY FL4 904.272.5339 Building Dept: W U�� zJU WQz > U) � zv o I °z W �- LL0 U II - O O a m 75 11;j -U) Lo c � °p U Lo W J N o � Plan #: K1592 Job #: 17-1045 SHEET NUMBER L7 of: 711 DESIGN CRITERIA AND LOADS Building Code DIAMETER Florida Building and Residential Codes, 5": Edition (2014) Code for Design Loads EZ - End Zone (psf) ANSI/ASCE 7-10 +24.61 -26.70 ROOF LOADING' ...............................................Cd = 1.25 TOP CHORD LIVE LOAD..................................20 PSF TOP CHORD DEAD LOAD................................7 PSF BOTTOM CHORD LIVE LOAD +22.01 -24.09 ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE ....................... 10 PSF 1 +20.91 (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD........................5 PSF WIND LOADING ................................................. Cd = 1.60 ASCE 7-10, 3S GUST ........................................ 130 MPH BASIC WIND SPEED 8 FT EXPOSURE CATEGORY .................................. C BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING..............................................Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD ............... 5 PSF MAXIMUM FLOOR TRUSS SPACING.... ....... 16" O.C. DEFLECTION CRITERIA IN CONCRETE ROOF TRUSSES .............................................. LL/240 16 TL/180 12 TL MAX 1" UP TO O w 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS......... LL / 360 12 TL/240 16 TL MAX %4" WOOD I JOISTS ............................................... LL/480 16 TL/240 MSTA24 TL MAX NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1. TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS DIAMETER EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft' +24.61 -26.70 +24.61 -32.95 21 - 50 ft2 +23.42 -25.51 +23.42 -30.58 51 - 100 ft2 +22.01 -24.09 +22.01 -27.74 101 - 200 ft' +20.91 -2300 1 +20.91 -25.56 ALL OTHER VENEER W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 16d COMMON (NOTE 8) VINYL SOFFIT MAX PRESSURE (psf) GARAGE DOOR PRESSURE +23.5 -30.74 SEE FRAMING PLAN END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER IRC FIGURE R301.2 (7) 4.0 FT 1 ST FLOOR END ZONE (TYP) DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS mnTFS � 4 nlnT�c 1. FOR SHEATHING THICKNESS GREATER THAN 15/32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 15/32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE A16" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7 15/32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5' IN LENGTH. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTUR/ER'SS INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL TABLE 3: MTAOXIMSHALL UMVEXTERIORSHEATHING WALL STUDIISPROOFING ACINSPECIFICATIONS. O.C.I flllTCC � 7 '.t DIAMETER MIN 15/32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR 6/16" 24/16 p C7 STUCCO AND DIRECTLY INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ? ADHERED STONE FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. BEARING CONDITION (NOTE 6) WALL HEIGHT x Q 0.131" 3" w Lu _ 0.148" 3" UJ 0.148" MIN 7/6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL 16d SINKER ALL OTHER VENEER W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 16d COMMON (NOTE 8) 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) CS18 EACH END OF 8 FT 9 FT 10 FT TILE ROOF MIN 15/32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION U z 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND C) T- U) 8" O.C. IN THE FIELD 8" Uj O wSHINGLE AND METAL ROOF MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION PANEL EDGES, 12" 0 T_ z (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT - -- O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. HTT4V MIN 3/8" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. "SW' DESIGNATED SHEAR WALLS: MIN V/6" OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/ 8d COMMON: 3" MTW12 O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), (NOTE 8) 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES). nlnT�c 1. FOR SHEATHING THICKNESS GREATER THAN 15/32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 15/32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE A16" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7 15/32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5' IN LENGTH. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTUR/ER'SS INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL TABLE 3: MTAOXIMSHALL UMVEXTERIORSHEATHING WALL STUDIISPROOFING ACINSPECIFICATIONS. O.C.I flllTCC � 7 '.t NOTES: 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON PLAN. 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 3. (*) STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS PER FRAMING NOTE #5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4' END ZONE LOCATIONS. 4. ALL NON-BEARING WALLS MAY BE FRAMED W/ 2x STUDS AT MAX 24" O.C. TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER DIAMETER LENGTH STUCCO FINISH -U360 0.131" 2%2" FLEXIBLE FINISH -L/120 0.113" 2-Y8" BEARING CONDITION 0.148" WALL HEIGHT 10d 0.131" 3" WALL HEIGHT 0.148" 3" & STUD TYPE 0.148" 3-1/4' 16d SINKER 0.148" 3%4" 16d COMMON 0.162" 3-Y2" CS18 EACH END OF 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT 2x4 SPF STUD 16* 12 - - 16 16* - -- - (7) 10d x 1 %" (7) 10d x 1 /2" HTT4V 0 x 6" EMBED ANCHOR HTT45 5/8" 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 Z 2x4 NO.2 SPF 16 12 IN CONCRETE -- 16 16 16* 12 - O w (2)2x4 NO.2 SPF 16 16 16 12 12 16 16 16 16 16 (9) 10d COMMON MSTA24 (9) 10d COMMON (D Y8" 0 x 6" EMBED ANCHOR 5/" 0 x 6" EMBED ANCHOR EACH END O LO EACH END O 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 (24) 3" WS IN STUD IN STUD GROUP GROUP (13) 10d COMMON 2x6 NO.2 SPF 16 16 16 16 16 16 16 16 16 16 IN CONCRETE 2x4 SPF STUD 16* 12 - - - 12 - - - - z� 2x4 NO.2 SPF 16 12 - - 16 16* 12 -- - < O (2)2x4 NO.2 SPF 15 16 16 12 12 16 16 16 16 16 CONCRETE STUD STUD (10) 10d x 1 Y2" NAILS IN (10) 16d COMMON NAILS O_1 O w 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 LTT20B2 2x6 NO.2 SPF 16 16 16 16 16 16 16 16 16 16 NOTES: 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON PLAN. 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 3. (*) STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS PER FRAMING NOTE #5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4' END ZONE LOCATIONS. 4. ALL NON-BEARING WALLS MAY BE FRAMED W/ 2x STUDS AT MAX 24" O.C. TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER nlnT�c PRESERVAIIVE DIAMETER LENGTH 8d COMMON 0.131" 2%2" 8d RINGSHANK 0.113" 2-Y8" 10d x 1-Y2" 0.148" 1 %z" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-1/4' 16d SINKER 0.148" 3%4" 16d COMMON 0.162" 3-Y2" nlnT�c PRESERVAIIVE FASTENER TYPE ACZA STANDARD CARBON STEEL STAINLESS CONNECTORS AND SODIUM BORAl t (NOTE 1) USP FASTENERS FASTENERS REQUIRED. SI FASTENERS CONNECTORS MUST HAVE ALL OTHER PT Z -MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. (8) Y4' x %" WS15-GC ALL FASTENERS MUST BE HOT 2,3 DIPPED GALVANIZED. 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1 SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY BEFOF166RE APPLICATION OF PROTECTIVE COATING. NOMINAL DIAMETER SIZES APPLY FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFOTO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. CAPACITY F 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING O 2,000 psf IN ACCORDANCE WITH FRC 5TH EDITION (2014) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 Mil POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNC SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SH ST -1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESI(;N AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AN WITH THE TRUSS SHOP DRAWINGS. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPL RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SEC I ION SHEET. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO TH ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. TABLE 7: METAL CONNECTOR SCHEDULE USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON SI FASTENERS USP USP FASTENERS HTT5 (8) Y4" x 1)12" SDS SCREWS SW4 (8) Y4' x %" WS15-GC (4) MSTA36/CS18 2,3 IN STUD/2 0 x 4Y2" 2,3 WOOD SCREWS IN STUD GREATER THAN 75" UP TO 111" (9) 10d COMMON (3) 2x4 (9) 10d COMMON DTT21Z EMBED EPDXY OR DTB TZ /2" 0 x 4Y2" EMBED EPDXY CS18 EACH END OF CS20 EACH END OF GREATER THAN 48" UP TO 75" (NOTE 3) SCREW ANCHOR (2) 2x4 OR SCREW ANCHOR STRAP STRAP (18) 0.162" x 2 Y2" IN (18) 0.162" x 2 Y2" IN GREATER THAN 75" UP TO 111" 1,2,3 STUD/BEAM/TRUSS 1,2,3 STUD/BEAM/TRUSS (7) 10d x 1 %" (7) 10d x 1 /2" HTT4V 0 x 6" EMBED ANCHOR HTT45 5/8" 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE r11o zU� (26) 0.162" x 2 Y2" IN r I (26) 0.162" x 2 /2" IN o` 1,2,3 HTT5 STUD/BEAM/TRUSS 1 2,3 HTT4 5 STUD/BEAMITRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (D Y8" 0 x 6" EMBED ANCHOR 5/" 0 x 6" EMBED ANCHOR EACH END O LO EACH END IN CONCRETE TW J N 2 IN CONCRETE Plan #: K1592 Job #: 17-1045 (20) Y4" x 3" SDS SCREWS (24) 3" WS IN STUD IN STUD GROUP GROUP (13) 10d COMMON (13) 10d COMMON HDQ8-SDS3 8" 0 x 12" EMBED ANCHOR8" PHD8 0 x 12" EMBED ANCHOR MSTA36 EACH END MSTA36 EACH END IN CONCRETE IN CONCRETE (38) 16d SINKERS INTO (38) 16d SINKERS INTO (11) 10d x 11/2" IN (11) 10d x 1Y2" IN STHD14 STUDS STAD14 STUDS HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER WET EMBED IN WET EMBED IN (11) 10d x %" IN (11) 10d x %" IN CONCRETE CONCRETE STUD STUD (10) 10d x 1 Y2" NAILS IN (10) 16d COMMON NAILS (5) 8d x 1%" IN (5) 8d x1 Y2" IN STUD STUD H2.5T/ TRUSS RT7/ TRUSS LTT20B2 Y2" 0 x6" EMBED EPDXY LTS192IN Y2" 0 x6" EMBED EPDXY HA8 (5) 8d x %" IN TOP RT7AT (5) 8d x 1 Y2" IN TOP OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE (5) 10d x1 Y2" IN (5) 10d x1 Y2" IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS TRUSS ABU44 0 x 7" EMBED EPDXY PAU441 Y8" 0 x 7" EMBED EPDXY H8 (5) 10d x 1 Y2" IN RTSA (5) 10d x 1 Y2" IN TOP PLATE TOP PLATE 02) 16d COMMON NAILS (12) 16d COMMON NAILS (9) 10d x1 Y2" IN (8) 8d x1 Y2" IN ABU66 5/" 0 x 7" EMBED EPDXY 1 PAU66 0 x 7" EMBED EPDXY TSP STUD LFTA6 STUD (12" EMBED AT GARAGE (12" EMBED AT GARAGE (6) 10d x 1 Y2" IN (8) 8d x 1 /2" IN DOOR RETURNS) DOOR RETURNS) PLATE PLATE HU48, (14) 16d COMMON IN HD48' (14) 16d COMMON IN (6) 10d COMMON (6) 10d x 1 Y2" IN HUC48, HEADER HD4811, HEADER DSP IN TOP PLATE RSPT6-2 TOP PLATE HU28-2, (6) 10d COMMON IN BEAM HD28 2 (6) 10d COMMON IN BEAM (6) STUD/HEADER HUC28-2 HD28-21F IN STUD/HEADOER HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (26) 16d SINKER IN (28) 16d SINKER IN HUC410, HEADER HD4101F, HEADER WALL FRAMING WALL FRAMING HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT3 (12) SDS Y4" x 212- LUGT3 (12) WS25 /4" x 2 Z" HUC210-2 BEAM HD210-21F BEAM IN TRUSS IN TRUSS (4) Y4" x 1 Y2" SDS SCREWS (4) Y4" x 1%" WS 15 SCREWS HGA10KT IN TRUSS/RAFTER HGA10 IN TRUSS/ RAFTER SDWC14500, SDWC15600 NO USP EQUIVALENT (4) Y4" x 3" SDS SCREWS IN (4) Y4" x 3" WS3 SCREWS IN TOP PLATE TOP PLATE TITEN HD DIA. & EMBED SPECIFIED WEDGE DIA. & EMBED SPECIFIED ON PLAN BOLT+ ON PLAN NOTES: 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCI IORED IN CMU TO BE 12 -INCHES. OPTIONAL SIMPSON Y2"x12" TITEN HD OR USP WEDGE BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMI VALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INS IALLATION SPECIFICATIONS. 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 /2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS18, AND MSTA FLAT STRAPS. TABLE 8: SPECIFIED SW WALLS NOTES 1, 2, 3, 4 END STUD GROUPS SW TYPE NUMBER OF STUDS SW1, SW2, SW3 2 SW4 3 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP REQUIREMENT. END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ MIN 36" BLOCK W/ (20) 10d TO END STUD END STUDS CONNECTION (NOTES 5, 6, 7) SW TYPE 1ST LEVEL HOLD DOWN 2ND LEVEL STRAPPING SW1 DTT2Z MSTA36/CS18 SW2 HTT4 (2) MSTA36/CS18 SW3 HTT5 (3) MSTA36/CS18 SW4 HDQ8 (4) MSTA36/CS18 BOTTOM PLATE ANCHOR SPACING (NOTE 7) SW TYPE MAX ANCHOR SPACING SW1 48" O.C. SW2, SW3, SW4 24" O.C. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF WALL SEGMENT IS IDENTIFIED AS SWI, SW2, SW3, SW4, OR SW B ON THE PLAN. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. OR OPENING WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DO S Q EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. SWB - SEE "SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. 2ND LEVEL "SW' SHEAR WALLS - END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: • HOLD DOWN WITH FULL -HEIGHT z" DLA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD DOWN. DESIGNATED "SW' SHEARWALLS WITH A COMMON CORNER REQUIRE (1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY 1-" TO !'GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. R THE 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY VITH SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. ET 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 2304.9.1. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SEAL SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WI FH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. T 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAV9 SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. SHEET INDEX ST -1 ...................... STRUCTURAL SPECIFICATIONS ST -2 ...................... FOUNDATION PLAN ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN ST-3A....................1ST LEVEL ROOF FRAMING PLAN ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN (IF APPLICABLE) ST-4A....................2ND LEVEL ROOF FRAMING PLAN (IF APPLICABLE) ST-5.......................TYPICAL WALL SECTION SHEET ST -6 ...................... SECTIONS AND DETAILS ST -7 ...................... SECTIONS AND DETAILS (IF APPLICABLE) I FC-.FNn ME UNO EOR EW OSB WSP SYP SPF CONT O.C. LSL LVL PSL SYS 42 "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNLESS NOTED OTHERWISE ON PLAN OR DETAIL ENGINEER OF RECORD EACH WAY ORIENTED STRAND BOARD WOOD STRUCTURAL PANEL SOUTHERN YELLOW PINE SPRUCE -PINE -FUR CONTINUOUS ON CENTER 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2" WIDE, UNO. PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS %" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM FOUNDATION KEYNOTE CALLOUT STUD COLUMN KEYNOTE CALLOUT NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MA FCH WALL FRAMING SIZE AND GRADE, UNO. -- ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION • 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE CALLOUT NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD TYPE OF STRAP CONNECTING HEADER TO JACK STUD KING/JACK GROUP BOTTOM CONNECTION • 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1 ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP ER FRAMING KEYNOTE CALLOUT NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING SIZE OF HEADER (ALL HEADERS TO BE NO.2 SYP) OR WSP NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) DEPTH OF HEADER NUMBER OF PLIES IN HEADER (1 3/4" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. • ATTACH TO ALL FRAMING MEMBERS (KING STUD, TOP PLATE, HEADER SILL, CRIPPLES, ETC.) W/ 8d COMMON @ 3" O.C. • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/ (1) CRIPPLE STUD AT EACH END • WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS (OR PROPERLY SPLICED PER TYPICAL WALL SECTION SHEET) FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, AT WSP HEADERS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • TOP PLATE TO HDR W/ SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1%2" @ 16" O.C. OR • DSP w/(14) 10dx1%2"@ 16"O.C.OR FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-1/2" (OR EQUAL APPROVED BY EOR). TABLE 9: PLANK -ORIENTED HEADER REQUIREMENTS NOTE 6 (APPLICABLE TO ALL) �i 0 E787 •U 0 c 2-_�5 E S � •U - aQ> 0. 2 2 2 STUDS � w MAXIMUM 11 MAXIMUM 11' 2 ANCHOR PLATE HEIGHT "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNLESS NOTED OTHERWISE ON PLAN OR DETAIL ENGINEER OF RECORD EACH WAY ORIENTED STRAND BOARD WOOD STRUCTURAL PANEL SOUTHERN YELLOW PINE SPRUCE -PINE -FUR CONTINUOUS ON CENTER 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2" WIDE, UNO. PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS %" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM FOUNDATION KEYNOTE CALLOUT STUD COLUMN KEYNOTE CALLOUT NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MA FCH WALL FRAMING SIZE AND GRADE, UNO. -- ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION • 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE CALLOUT NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD TYPE OF STRAP CONNECTING HEADER TO JACK STUD KING/JACK GROUP BOTTOM CONNECTION • 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1 ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP ER FRAMING KEYNOTE CALLOUT NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING SIZE OF HEADER (ALL HEADERS TO BE NO.2 SYP) OR WSP NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) DEPTH OF HEADER NUMBER OF PLIES IN HEADER (1 3/4" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. • ATTACH TO ALL FRAMING MEMBERS (KING STUD, TOP PLATE, HEADER SILL, CRIPPLES, ETC.) W/ 8d COMMON @ 3" O.C. • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/ (1) CRIPPLE STUD AT EACH END • WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS (OR PROPERLY SPLICED PER TYPICAL WALL SECTION SHEET) FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, AT WSP HEADERS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • TOP PLATE TO HDR W/ SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1%2" @ 16" O.C. OR • DSP w/(14) 10dx1%2"@ 16"O.C.OR FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-1/2" (OR EQUAL APPROVED BY EOR). TABLE 9: PLANK -ORIENTED HEADER REQUIREMENTS NOTE 6 (APPLICABLE TO ALL) 1. FOR OPENING WIDTHSRE G ATER THAN OR EQUAL TO 48", FASTEN PLANK HDR TO STUD GROUP WITH MIN (6) 10d TOE -NAILS AT EACH END. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. 3. FOR OPENING WIDTHS LESS THAN 48", A SINGLE 2x_ PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH (3) 10 TOE -NAILS AT EACH END. 4. FOR PLATE HEIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK -ORIENTED HEADER REQUIREMENT. 5. (*) HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. 6. IN SITUATIONS WHERE PLA I E HEIGHT ELEVATION VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMIN DEPTH ADEQUATE FOR PLANK ORIENTED HEADER TO BE INSTALLED, GRAVITY HEADER HAS BEEN SIZED TO RESIST C OF PLANE WIND LOADS. ANY SHIM MATERIAL BETWEEN TOP OF OPENING & BOTTOM OF HEADER SHALL BE FASTENE TO BOTTOM OF HEADER WI I H (2) ROWS 0.131" 0 X 1Y2" EMBED INTO HEADER @ 8" O.C. STAGGERED. GLENN LAYTON HOMES w D rn O U Y Q a z O Irl r v v O z U U) w K U) D m w w z z w Q 9 or O w z O Q O CL Ir O J Q 0 R O J LL Q U z C7 r 0 O O z U LU P x w a_ Q ST CTURAL EN INEERING `,`11\111111► I\ %� ��.B M RR%. ,. , ��C•E NS . 9�., i 0 714 7 -10 ' �• ST F • �` '0;;' /ONA1-E;,%N DERN1BI IINMtaY, P.E. P.E. N❑. 71 457 ❑7 -2❑ -201 7 U U C � - �i 0 E787 •U 0 c 2-_�5 E S � •U - aQ> 0. 2 CONTINUOUS ROUGH OPENING WIDTH STUCCO FINISH -U360 FLEXIBLE FINISH -U180 MAXIMUM 11 MAXIMUM 11' (NOTES 1,2) V J PLATE HEIGHT PLATE HEIGHT U) GREATER THAN 48" UP TO 75" (NOTE 3) (2) 2x4 (2) 2x4 w U ° OJ p GREATER THAN 75" UP TO 111" (2) 2x6* (3) 2x4 z w 0 GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN GREATER THAN 48" UP TO 75" (NOTE 3) (3) 2x4 (2) 2x4 Z J (� 00 GREATER THAN 75" UP TO 111" (2) 2x6* (2) 2x6* .j GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN 1. FOR OPENING WIDTHSRE G ATER THAN OR EQUAL TO 48", FASTEN PLANK HDR TO STUD GROUP WITH MIN (6) 10d TOE -NAILS AT EACH END. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. 3. FOR OPENING WIDTHS LESS THAN 48", A SINGLE 2x_ PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH (3) 10 TOE -NAILS AT EACH END. 4. FOR PLATE HEIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK -ORIENTED HEADER REQUIREMENT. 5. (*) HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. 6. IN SITUATIONS WHERE PLA I E HEIGHT ELEVATION VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMIN DEPTH ADEQUATE FOR PLANK ORIENTED HEADER TO BE INSTALLED, GRAVITY HEADER HAS BEEN SIZED TO RESIST C OF PLANE WIND LOADS. ANY SHIM MATERIAL BETWEEN TOP OF OPENING & BOTTOM OF HEADER SHALL BE FASTENE TO BOTTOM OF HEADER WI I H (2) ROWS 0.131" 0 X 1Y2" EMBED INTO HEADER @ 8" O.C. STAGGERED. GLENN LAYTON HOMES w D rn O U Y Q a z O Irl r v v O z U U) w K U) D m w w z z w Q 9 or O w z O Q O CL Ir O J Q 0 R O J LL Q U z C7 r 0 O O z U LU P x w a_ Q ST CTURAL EN INEERING `,`11\111111► I\ %� ��.B M RR%. ,. , ��C•E NS . 9�., i 0 714 7 -10 ' �• ST F • �` '0;;' /ONA1-E;,%N DERN1BI IINMtaY, P.E. P.E. N❑. 71 457 ❑7 -2❑ -201 7 U U C � - �i 0 E787 •U 0 c 2-_�5 E S � •U - aQ> 0. 2 O 6 o 0° y aoo02 p i,N oa�oc p O C Qa�ar0� U OO d di 90 aoU V 06�v3E'U .6�9c3 o)o��o 0 C,O Q,- c c a o0 .0_EO�Q�E o 0 c ENaEc 6 uo a £-ao 2,REu V J Ww Z U) w U ° OJ Q �^^ VJ � ^ z VJ w Q ° w 0 1 i 1 Building Dept: W Z J (� W Q z O .j &5 > cef N W z J 0. Q 0 W r11o zU� o r I O O o` U Q (D O LO TW J N 2 C Plan #: K1592 Job #: 17-1045 C? I O 12'-0" 12'-8" � II I I II I POOLDECK II BY OTHER I I I I I I I �1 I I I I I I I I I 2 I I I I I I I I POOL BY I I OTHERS i I I I I I I I I I I I I I I I I 2 l I I j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 12'-0" L 4'-8" 2'-8" 5,_4" I I I C-1 I -- — --- J/ 0._6F F-_„ ------- 2 I I I 2 2 NOTE 3 7E\ @ SLAB E 39-4- 13'-4" 26-0" 11'-8" 1 1'-8" 8'-4" 1 17'-8" A 4'-10" 3'-0" 18'-2" -- -- —A----- — — — I I I I I I I - I I I r- �� I I 2 I I I I I 2'-8" L- I NO FE** BUILDER TO PROVIDE o STEPS TO GRADE PER _ ARCH PLANS I� 13'-4" 2'-8" 2'-8” — — — — — — — — 7 i A NOTE 6 I I F I_ I — — LI I I A�\lNOTE 6 i 22'-0" 1 4'-0" I I � LI_ - - - - - - - - - - - - - - - - - - — -- — — Wim I I I I 2 I L- - --- - - -- - — — — — — — — — — — — — — — - 7'-6" 12'-8" V-8" 2,_4" I I I � c li 2 4 I IE F- @ SLAB E EV L----L—-----� —�- —--- I 16-8" FOUNDATION PLAN FORM & POUR REMAINDER OF CURB W/(1)#5 CONTINUOUS & #4 VERT @ 48" O.C. 47'-4" 4'-0" I I I I 2 1 1 7 II II i I� I I I I I I I II I I I I I I I II I 2 I I 2 I I I I I I II I II I PS =TO * I BUROVIDE I I TNS GRADE PE I I I I 4'-0" 4'-0" I I I I I I I I I II I I L-- ----� I I I I I I I I I I 2 I I I I (: I I I I I I I I I I 4 F_ F___ I I I I I N 0'-6" 13'-8" " 3'-4" 2'-8" I I I I FCD — I 2 4 a lxi � I - -- - — — — — — --- -- —N -------- - - - - -- ------ -- --� FORM & POUR REMAINDER OF CURB W/(1)#5 CONTINUOUS & #4 VERT @ 48" O.C. 2'-8" alffl$ 0 N GENERAL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH EDITION (2014) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. 0 5. 24" LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT ;t CORNERS, SEE "RE-ENTRANT CORNER DETAIL" THIS SHEET. 6. 8x8 THICKENED EDGE ASSUMES FRONT OF GARAGE SLAB RETURNS TO EXISTING GRADE; REFER TO FOUNDATION SECTION #9 FOR CMU FOUNDATION STEMWALL FOOTING CONTINUOUS BELOW DOOR OPENING SHOULD SITE FILL CONDITIONS NOT PROVIDE FOR SLAB AT GARAGE DOOR TO RETURN TO APPROXIMATELY EXISTING GRADE FOUNDATION KEYNOTES: C? c? T 0? 0 Im A 1/419 = 1' 0" 0 TYPICAL REINFORCING BARS AT THICKENED I I FOOTING, SEE PLAN I I I MIN 24" LONG #4 OR #5 I BAR SET AT MID -DEPTH I OF SLAB, TYP ALL RE-ENTRANT CORNERS LLL — — — HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS SEE SHEET ST -7 FOR FOUNDATION SECTIONS r GLENN LAYTON HOMES STVN7 EERING No B Cc :� ., �'•. O R DE'N11 P. P. E. NO. 71457 07-20-2017 D 0 U Y CL w LU W Z Q 0 a 0 U U C C DEEP THICKENED EDGE A8"x8" W/(1)#4 CONT A12" DEEP FTG W/#4 @ 12" �Ie6 6U_F 9-6 6U 6U O _ 2 O Et EW UNDER BOX COLUMN, FTG TO BE PROJECTED MIN 6" LARGER THAN BOX Z COLUMN ON ALL SIDES A(3)#4 16"SQx12" DEEP FTG W/ U � EW DEEP FTG W/ Q24"SQx20" D (3)#4 EW W Q ° DEEP FTG VV/ Q30"SQx20" E (4)#4 EW 36"SQx20" DEEP FTG W/ QF (4)#4 EW Q48"SQx24" DEEP FTG W/ G (5)#4 EW, T&B TYPICAL REINFORCING BARS AT THICKENED I I FOOTING, SEE PLAN I I I MIN 24" LONG #4 OR #5 I BAR SET AT MID -DEPTH I OF SLAB, TYP ALL RE-ENTRANT CORNERS LLL — — — HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS SEE SHEET ST -7 FOR FOUNDATION SECTIONS r GLENN LAYTON HOMES STVN7 EERING No B Cc :� ., �'•. O R DE'N11 P. P. E. NO. 71457 07-20-2017 D 0 U Y CL w LU W Z Q 0 a 0 U U C C w �= cu 6 6 N 0 N mw u =0 y o U o 5� y -cc o o 2 Q 2 -C o c 0 Q a) a) QZ .� O o 6 ori -0o9 c6_o '- v U 0 6�3Eu i a�3� oo��o O o6'-0 00 U ^ 0.�6ca ��oo,ou r--0 av E a� E C 27, C N 6 _� o 3 9 �T �Ie6 6U_F 9-6 6U 6U O _ 2 O Et w w Z c� Q U) W U � OJ U) w Z W Q ° LU 0 Building Dept: w C) zJ CD w < z o \ wzJ Q z—, w o z C) U_ O 0 C) m � � U^ vJ � Q Lo 3 C) U w 0 o = J N Plan #: K1592 Job #: 17-1045 NOTE 4 (2) 2x12 (3) 2x12 SEE TYPICAL PORCH SHEATHING DETAIL (2) 2x6-1/2 (2) 2x6-1/2 WSP HDR -0/2 WSP HDR -0/2 (2) 2x6-1/2 (2) 2x6-1/2 SW2 N 07 FIRST LEVEL STRUCTURAL PLAN MSTA24 DTT2Z NOTE 4 MSTA24 HTT4 MSTA24 HTT4 (2) 2x6-1/2 (2) 2x6-1/2 U 3 STUDSLU 2 2 STUDS o - DTT2Z - DTT2Z hC (2) 2x6-1/2 (2) 2x6-1/2 II WSP HDR -0/2 I� (2) 2x8-2/2 (2) 2x6-1/2 SW1 WSP HDR -0/2 WSP HDR -0/2 ROOF GIRDER I (2) 9 %4" LVL -2/2 G1 F_ 7 ST -6 J GARAGE DOOR DESIGN WIND LOAD (PSF): +20.20/-25.30 G2 ST -6 —1 G2 r ST -6 _ ROOF GIRDER — — — — — — — — — — — — GARAGE DOOR DESIGN (2) 2x6-1/2 — (2) 9%4" LVL -2/2 WIND LOAD (PSF): +20.20/-25.30 G2 (2) 2x6-1/2 ST -6 NOTE 4 I SEE SINGLE -STORY HOLLOW COLUMN FRAMING DETAIL, co SHEET ST -6, (4) TOTAL. L J (2) 2x8 O _ f Z - (2) 2x6-1/2 (2) 2x8 NOTE 7A (2) 11 %4 ` LVL -2/ (3) 2x6 S P PLAt IK ORIEN ED HD ABO JE SGD NOTES 7A III IIII III IIII U 3 STUDSLU - 2 STUDS w0 0 z O - DTT2Z II WSP HDR -0/2 I� (2) 2x8-2/2 (2) 2x6-1/2 SW1 WSP HDR -0/2 WSP HDR -0/2 ROOF GIRDER I (2) 9 %4" LVL -2/2 G1 F_ 7 ST -6 J GARAGE DOOR DESIGN WIND LOAD (PSF): +20.20/-25.30 G2 ST -6 —1 G2 r ST -6 _ ROOF GIRDER — — — — — — — — — — — — GARAGE DOOR DESIGN (2) 2x6-1/2 — (2) 9%4" LVL -2/2 WIND LOAD (PSF): +20.20/-25.30 G2 (2) 2x6-1/2 ST -6 NOTE 4 I SEE SINGLE -STORY HOLLOW COLUMN FRAMING DETAIL, co SHEET ST -6, (4) TOTAL. L J (2) 2x8 O _ f Z - (2) 2x6-1/2 (2) 2x8 NOTE 7A (2) 11 %4 ` LVL -2/ (3) 2x6 S P PLAt IK ORIEN ED HD ABO JE SGD NOTES 7A III IIII III IIII U 3 STUDSLU LU STUDS - HTT4 fi-2 III IIII �� o�°E U° 6 � 2' � -0 0N QE N Q°a i °a aT hC CD gni nnw olll IIIIo of (Dill 11110 olll IIIIo °III IIID il 3 STUDS w 0 HTT4 (2) 2x6-1/2 NOTE 1 9� SW1 LLJ (2) 2x6-1/2 ~O z (2) 2x6-1 (2) 2x8-1/2 NOTE 1 ROOF GIRDER41_______�____ ROOF GIRDER WSP HDR -0/2 I WSP HDR -0/2 11 (2) 2x8-2/2 MSTA24 DTT2Z 1 WSP HDR -0/a I w I— O z N L7 1/4"= 11 011 (2) 2x8 (2) 2x8 2x8 NOTE 4 MSTA24 >N DTT2Z 07 SEE TYPICAL PORCH SHEATHING DETAIL FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. 4. PORCH BEAM FRAMING NOTES A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR MSTA24. D. BEAM ATTACHED TO EXISTING FRAMING ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL WALL SECTION SHEET. 6. HIGH UPLIFT CONNECTION: • TOP PLATE TO STUD W/ (1) SDWC15600 @ 16" U.C. OR (2) SDWC15600 @ 24" O.C. • ALTERNATE "METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD" @ MAX 32" O.C. • 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16" O.C. OR (2) SDWC15450 @ 24" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 7. PLANK -ORIENTED HEADER FRAMING A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON DETAIL SHEET. B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT OF PLANE WIND LOAD. GLENN LAYTON HOMES 0 0 N LO N 00 (D rn v N N N co J LL w J J z O U) Y U Q N O v w D H D 0 U Y n w x w a Q Q r m 0 w z O w Q z U) O LL Q STRU TURAL EN INEERING N 71 57 ATE OF IJJZ O '• ; ��v .-<5 .ORS,, DER%,f P. E. U U O .O _you 4) 5 E ;L t D STUDS 0TT2Z -d co p t O c 5 0- O ° a ca 20 aL) fi-2 Q �� o�°E U° 6 � 2' � -0 0N QE N Q°a i °a aT hC (2) 2x8-1/2 NOTE 1 ROOF GIRDER41_______�____ ROOF GIRDER WSP HDR -0/2 I WSP HDR -0/2 11 (2) 2x8-2/2 MSTA24 DTT2Z 1 WSP HDR -0/a I w I— O z N L7 1/4"= 11 011 (2) 2x8 (2) 2x8 2x8 NOTE 4 MSTA24 >N DTT2Z 07 SEE TYPICAL PORCH SHEATHING DETAIL FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. 4. PORCH BEAM FRAMING NOTES A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR MSTA24. D. BEAM ATTACHED TO EXISTING FRAMING ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL WALL SECTION SHEET. 6. HIGH UPLIFT CONNECTION: • TOP PLATE TO STUD W/ (1) SDWC15600 @ 16" U.C. OR (2) SDWC15600 @ 24" O.C. • ALTERNATE "METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD" @ MAX 32" O.C. • 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16" O.C. OR (2) SDWC15450 @ 24" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 7. PLANK -ORIENTED HEADER FRAMING A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON DETAIL SHEET. B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT OF PLANE WIND LOAD. GLENN LAYTON HOMES 0 0 N LO N 00 (D rn v N N N co J LL w J J z O U) Y U Q N O v w D H D 0 U Y n w x w a Q Q r m 0 w z O w Q z U) O LL Q STRU TURAL EN INEERING N 71 57 ATE OF IJJZ O '• ; ��v .-<5 .ORS,, DER%,f P. E. U U O .O _you 4) 5 E ;L t D y co) a 20,0b", >- H °° °° o u o -6 -y O° -d co p t O c 5 0- O ° a ca 20 aL) �oU _ V'a ►. .CS W. °C'L cCL �O aC o Q �� o�°E U° 6 � 2' � -0 0N QE N Q°a i °a aT hC - EC 8C_4�`o0 o a) a V) Ww z U) LLJ U O _' Q v / v / w U) W 06 (Y Building Dept: w z V N w < z c O Q > vJ r^ % _ LU ` J L.I1 Q C) W o z U LL o II 0 0 0 U_V 01 rn / Lo Q N N U V' O� = J N Plan #: K1592 Job #: 17-1045 os J04 J03 J02 MTS12 HTS20 NOTE 6 0 12-08-00 MTS12 O O O 0 O ti + 1 I 1 zo 2-0 -08 39-03-00 O N Jai w fq O 0- P03 P03 (2) o J 0 (17 16-08-00 �' I, 47-03-00 FIRST LEVEL ROOF FRAMING PLAN milr' 1 1 l— > I + I 1 I 1 I 1 =tea A02 A02 A03 A04 A05 A06 A07 A0 A09 10 A11 M V_ BON A08 A07 - A06 A05 A14 A15 A03 1 A03 + O A16 W ®RM10051' M MTS12- MTS 12- %N 3-0 N N �-- O O O U U U U Q LU o 2x6 ....................(4) 12d COMMON 2x8 ....................(6) 12d COMMON J 16-07-11 2x12 ..................(10) 12d COMMON FLOOR FRAMING LEDGER (W/ NAILS): PT 2x6 ................(3) 16d COMMON 0 16d COMMON L `e L 5-04-05 16d COMMON PT 2x12 ..............(9) 16d COMMON O PT 2x6 ................(3) Y4" x 4%" LONG #14 WOOD SCREWS PT 2x8 ................(5) Y4" X 4%" LONG #14 WOOD SCREWS J r. PT 2x12 ..............(9) Y4" X 4%" LONG #14 WOOD SCREWS 15'-4" 18'-0" N J o O O OS 2-013-00 MTS12 (2) HTS20 OR HTU26 (2) MSTA24 O� B03 HTU26 J04 HTU26 2-0 -10 HTU2 r O C)HTU26 ' AB4 . . 02(4 D o D D 0 O CL ST -6 O X-0" /- r O O (O O Ce HT O O - 0-00 TL r HTU26 HTU26 1 1 HTU2 } 1 to ' , J 04 /IPAO Z) _ D _ _ c HGUS26-2 1 1 HTU26 08 P 09 7-00-00 O CD C6 0 c6 J02 J03 (2) o J 0 (17 16-08-00 �' I, 47-03-00 FIRST LEVEL ROOF FRAMING PLAN milr' 1 1 l— > I + I 1 I 1 I 1 =tea A02 A02 A03 A04 A05 A06 A07 A0 A09 10 A11 M V_ BON A08 A07 - A06 A05 A14 A15 A03 1 A03 + O A16 W ®RM10051' M MTS12- MTS 12- %N 3-0 N N �-- O O O U U U U Q LU o 2x6 ....................(4) 12d COMMON 2x8 ....................(6) 12d COMMON J 0 2x12 ..................(10) 12d COMMON FLOOR FRAMING LEDGER (W/ NAILS): PT 2x6 ................(3) 16d COMMON 0 16d COMMON PT 2x10 ..............(7) 16d COMMON PT 2x12 ..............(9) 16d COMMON O PT 2x6 ................(3) Y4" x 4%" LONG #14 WOOD SCREWS PT 2x8 ................(5) Y4" X 4%" LONG #14 WOOD SCREWS J r. PT 2x12 ..............(9) Y4" X 4%" LONG #14 WOOD SCREWS 15'-4" 18'-0" 20 L.L./15 D.L. #2 SYP J o O O OS J1 O j J CD w H +') O z J O O 0 O N r 0 O O O 6 6 O O I , O p� N r O 0 6 0 N r 1 TRUSS ENGINEERING NOTES: ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE -MANUFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMINC PLAN • SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C. • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY TRUSS MANUFACT'1RER, SEE "ELEVATION OF BOX -FRAME OVER SW" DETAIL, SEE DETAIL SHEET 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES: • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 3 ON SHEET ST -1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER: 2x6 ....................(4) 12d COMMON 2x8 ....................(6) 12d COMMON 2x10 ..................(8) 12d COMMON 2x12 ..................(10) 12d COMMON FLOOR FRAMING LEDGER (W/ NAILS): PT 2x6 ................(3) 16d COMMON PT 2x8 ................(5) 16d COMMON PT 2x10 ..............(7) 16d COMMON PT 2x12 ..............(9) 16d COMMON FLOOR FRAMING LEDGER (W/ SCREWS): PT 2x6 ................(3) Y4" x 4%" LONG #14 WOOD SCREWS PT 2x8 ................(5) Y4" X 4%" LONG #14 WOOD SCREWS PT 2x10 ..............(7) %" X 4%" LONG #14 WOOD SCREWS PT 2x12 ..............(9) Y4" X 4%" LONG #14 WOOD SCREWS 4. OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER IN ACCORDANCE WITH FRC R302.12. 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL PENDING PORCH SHEATHING IS PROPERLY APPLIED. • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL C) TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. (_I • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING 1/411= 1'0" GLENN LAYTON HOMES L w F - w a ST UCTURAL NGINEERING ,``1►►111 1►II"I ie \ G.E.. No 7 457 :c= 0' S OF01 D E R' WiT�� P. P. E. Nd�i�� 457 07-20-2017 U U C C a o N y- N Z ili _ .3� .i- O D E7oa�Na y- pN oaooc Q O _ c N c ao 7 oa _y 2E ` O t 6 U 3.- 6 O w 0 .3 U� O o O 30 (D Q cac�a c Cc- C- r 2 U a c O j Q 0 0 j 2 0 O aE N a a 3:-Q 1 1 1 1 rn e V! w 0i Ww z 0 U) W U ° OJ � n Q w z W Q ° U) W C45 cl� 1 i 1 Building Dept: W U W � oQz O0 C%) _ W z J L.L_ < C) W F— z U Imo' o O 0 V " 2 LL_ zI- U) Q Lo 0 Ln =,JN Plan #: K1592 Job #: 17-1045 RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING LUMBER SIZE 2x6 2x8 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" 24 10'-2" 12'-11" 15'-4" 18'-0" 20 L.L./15 D.L. #2 SYP 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER IN ACCORDANCE WITH FRC R302.12. 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL PENDING PORCH SHEATHING IS PROPERLY APPLIED. • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL C) TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. (_I • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING 1/411= 1'0" GLENN LAYTON HOMES L w F - w a ST UCTURAL NGINEERING ,``1►►111 1►II"I ie \ G.E.. No 7 457 :c= 0' S OF01 D E R' WiT�� P. P. E. Nd�i�� 457 07-20-2017 U U C C a o N y- N Z ili _ .3� .i- O D E7oa�Na y- pN oaooc Q O _ c N c ao 7 oa _y 2E ` O t 6 U 3.- 6 O w 0 .3 U� O o O 30 (D Q cac�a c Cc- C- r 2 U a c O j Q 0 0 j 2 0 O aE N a a 3:-Q 1 1 1 1 rn e V! w 0i Ww z 0 U) W U ° OJ � n Q w z W Q ° U) W C45 cl� 1 i 1 Building Dept: W U W � oQz O0 C%) _ W z J L.L_ < C) W F— z U Imo' o O 0 V " 2 LL_ zI- U) Q Lo 0 Ln =,JN Plan #: K1592 Job #: 17-1045 CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 2x6 2x8 2x10 12" 11'-10" 18'4" 24'-7" 26-0" 16" 10'-9" 16-11" 21'-7" 25'-7" 24" 9'-3" 13'-11" 17'-7" 20'-11" 10 L.L./5 D.L. #2 SYP 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER IN ACCORDANCE WITH FRC R302.12. 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL PENDING PORCH SHEATHING IS PROPERLY APPLIED. • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL C) TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. (_I • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING 1/411= 1'0" GLENN LAYTON HOMES L w F - w a ST UCTURAL NGINEERING ,``1►►111 1►II"I ie \ G.E.. No 7 457 :c= 0' S OF01 D E R' WiT�� P. P. E. Nd�i�� 457 07-20-2017 U U C C a o N y- N Z ili _ .3� .i- O D E7oa�Na y- pN oaooc Q O _ c N c ao 7 oa _y 2E ` O t 6 U 3.- 6 O w 0 .3 U� O o O 30 (D Q cac�a c Cc- C- r 2 U a c O j Q 0 0 j 2 0 O aE N a a 3:-Q 1 1 1 1 rn e V! w 0i Ww z 0 U) W U ° OJ � n Q w z W Q ° U) W C45 cl� 1 i 1 Building Dept: W U W � oQz O0 C%) _ W z J L.L_ < C) W F— z U Imo' o O 0 V " 2 LL_ zI- U) Q Lo 0 Ln =,JN Plan #: K1592 Job #: 17-1045 TRUSS OR RAFTER TO TOP PLATE OPTIONS, UNO: • H2.5A/T • SDWC15600 H2.5A/T OR SDWC15600 @ HEADER JACK\KING GROUP AND @ MAX 32" O.C., SDWC MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW 2x4 OR 2x6 STUD GRADE SPF OR BETTER @ MAX 16" O.C. PER PLAN TYPICAL WALL SECTION (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 2" DIA, x 2.1 MIN EMBEDMENT APPROVED WEDGEANCHOR OR EQUAL @ 48" O.C. MAX W/ 2" SQUARE WASHER • TWO STORY - STUD TO BOTTOM PLATE @ HEADER JACK/KING GROUPS AND @ 48" O.C. W/ SDWC15450 • SINGLE STORY - STUD TO BOTTOM PLATE @ HEADER JACK/KING GROUPS AND @ 32" O.C. W/ (2)SDWC15450 • SDWC MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW TYPICAL WALL SECTION (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) TYPICAL ROOF DECK. SEE SHEATHING SPECS, SHEET ST -1 TRUSS OR RAFTER TO TOP PLATE W/ SDWC15600 INSTALLED FROM BELOW PLATE AS SHOWN IN INSTALLATION #1 BELOW. WALL SHEATHING TO TOP PLATE W/ 8d COMMON, SPACING PER TABLE 2 ST -1. Y4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST -1. - STUD SPACING PER TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING. ROOF BEARING ONLY. • ANCHOR BOLT (SEE OPTIONS) W/ NUT AND 2" SQUARE WASHER: • EACH SIDE OF OPENINGS • WITHIN 12" OF END OF PLATE SEGMENTS • MAX 48" O.C. OTHERWISE VWALL SHEATHING TO PT SILL PLATE WITH 8d COMMON, SPACING PER TABLE 2, ST -1 2' BETWEEN BOTTOM OF PANEL AND CENTER OF FASTENERS. =FT—_ MINIMUM -" 8'/ MAX /4" GAP BETWEEN BOTTOM OF PANEL AND TOP OF SLAB. ° EXTERIOR SHEATHING TO RESOLVE d \�/ WALL UPLIFT AND SHEAR AT SILL PLATE. TYPICAL, UNO. TYPICAL WALL SECTION NOTES: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL INTERIOR LOAD BEARING WALLS TO BE 2x_ SPF @ MAX 16" O.C., UNO 3. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER CAPACITIES. 4. FLOOR -TO -FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. 5. SEE PLAN FOR ADDITIONAL NON -TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. 6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK TRUSS TO TOP PLATE W/ MIN %" 36 KSI SDWC15600 OR H2.5A/T o N m o o E- a 5 a> O tcoZo�'� L•V a �3 INSTALLED @ INSIDE FACE ANCHOR BOLT OF PLATE AS SHOWN* — MIN Y2" Ox 6" TITEN HD TOP PLATE TO STUD W/ (1) SDWC15600 SCREW AT OPENINGS 6' OR LESS. SDWC15600 OR H2.5A/T TYPICAL OR HILTI KWiK HUS -EZ EXTERIOR WALL \,(2) SDWC15600 SCREWS AT OPENINGS BETWEEN 6' AND 8 STUD ALIGNED DIRECTLY BELOW TRUSS *SEE INSTALLATION #2 BELOW ALTERNATE ROOF -TO- ALL CONNECTION HOLD-DOWN (3)10d TOE -NAIL @ EACH END, MIN 1/2"x10" L -HOOK MIN %" 36 KSI N "- 0 '(� o N m o o E- a 5 a> O tcoZo�'� L•V a �3 TOP PLATE TO JACK/KING GROUP: ANCHOR BOLT THREADED ROD — MIN Y2" Ox 6" TITEN HD MIN Y2"Ox 6" TITEN HD (1) SDWC15600 SCREW AT OPENINGS 6' OR LESS. O 2x NO 2 SYP BLOCKING TO FIT OR HILTI KWiK HUS -EZ OR HILTI KWIK HUS -EZ \,(2) SDWC15600 SCREWS AT OPENINGS BETWEEN 6' AND 8 DO NOT USE J -BOLT AT TIGHT BETWEEN TRUSSES, I 36„ < C < 8 SEE PLAN OTHERWISE HOLD-DOWN (3)10d TOE -NAIL @ EACH END, Ww CONNECTORS BLOCKING MAY BE OMITTED 0 C FOR HEEL HEIGHTS < 9" `r 2x4 BOTTOM PLATE OJ d ° ° MASA TO SIDE OF w ° 8" EMBED AT STEMWALL ° Z H2.5A/T OR SDWC15600 T 6" EMBED AT MONOLITHIC , d JACK/KING CONNECTOR TO INSIDE o W �%; MONOLITHIC OR ° MONOLITHIC GROUP FACE OF STUD cn Building Dept: STEMWALL FOOTING FOOTING ONLY ° ° MASA SET 12" TO THE d STEMWALL FOOTINGLl d Lj V INSIDE OF SLAB. PER PLAN d APPROVED ADHESIVE 4 ° ° C ° MIN MIN. ° ° MIN MONOLITHIC OR 3" --- 2x6 NO 2 SYP BLOCKING AT FIRST ° d ° ° MONOLITHIC d STEM° WALL FTG PER 1 �4 d 6 (6)TRUSS BAYS FROM EACH FOOTING ONLY TYPICAL TRUSS — PLAN TYPICAL TRUSS CORNER OF BUILDING. EACH C TO TOP PLATE °° ° a d Y2" DRILL & TO TOP PLATE BLOCK TO HAVE (1)A35 TO TOP TRUSS OVER HEADER: CONNECTION TYPICAL CONNECTION PLATE. TOP PLATE TO HEADER W/ EXTERIOR WALL ° SIMPSON SDWC15600 TYPICAL °� MAX TYPICAL BOTTOM PLATE ANCHOR OPTIONS L0 Q L TYPICAL 32" O.C. (SEE HEADER EXTERIOR WALL EXTERIOR WALL FRAMING NOTES ON SHEET C) 0 L ST -1 FOR ALTERNATES) RAISED HEEL TRUSS CANTILEVER TRUSS HEADER FRAMING ALTERNATE SECTIONS AT ROOF Plan #: K1592 Job #: 17-1045 MIN 1/2"x10" L -HOOK MIN %" 36 KSI N "- 0 '(� o N m o o E- a 5 a> O tcoZo�'� L•V a �3 O ANCHOR BOLT THREADED ROD — MIN Y2" Ox 6" TITEN HD MIN Y2"Ox 6" TITEN HD MASA TO TOP OF O o U c 0.�2uE as °2 E N a 000'30 flea OR HILTI KWiK HUS -EZ OR HILTI KWIK HUS -EZ BOTTOM PLATE W/ (6) DO NOT USE J -BOLT AT ADHESIVE ( I 10d x 1 %" HOLD-DOWN E APPROVED EQUAL) Ww CONNECTORS TO TOP OF WOOD 0 Q U) PLATE 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE OJ d ° ° MASA TO SIDE OF ° 8" EMBED AT STEMWALL ° Z BO 3 W/ M PLATE LATE ( ) W 6" EMBED AT MONOLITHIC , d ° 10d x 1 Y2" ° �%; MONOLITHIC OR ° MONOLITHIC MONOLITHIC OR Building Dept: STEMWALL FOOTING FOOTING ONLY ° ° MASA SET 12" TO THE d STEMWALL FOOTINGLl d Lj V INSIDE OF SLAB. PER PLAN d APPROVED ADHESIVE 4 ° ° OR EPDXY ANCHOR ° MIN MIN. ° ° MIN MONOLITHIC OR 3" ° 1 Y4" ° d ° ° MONOLITHIC d STEM° WALL FTG PER 1 �4 d 6 FOOTING ONLY PLAN d °d °° ° a d Y2" DRILL & %2" 0 SCREW ANCHOR Y2" 0 SCREW ANCHOR o Y2" J -BOLT ANCHOR EPDXY ANCHOR IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE ° d MASA ANCHOR 7 ° TYPICAL BOTTOM PLATE ANCHOR OPTIONS L0 Q L BOTTOM PLATE ANCHOR NOTES: 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING 2. TYPICAL ANCHOR BOLT SPACING IS 48" O.C., SEE PLAN FOR NON -TYPICAL BOLT SPACING. REQUIREMENTS 3. MINIMUM (2) ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. AN ANCHOR MUST BE PRESENT WITHIN 12" OF THE END OF ANY PLATE 4. ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND 2" SQUARE WASHER. 5. INTERIOR BEARING NON -UPLIFT WALLS, IDENTIFIABLE BY CROSS HATCH DEFINED ON ST -1, ANCHORS WITHIN 12" OF PLATE ENDS NOT REQUIRED, ANCHORS MUST BE PROVIDED TO MEET OR EXCEED MAXIMUM ON CENTER SPACING & MINIMUM (2) ANCHORS PER PLATE SEGMENT. 1 -HOUR FIRE RATED ASSEMBLIES: FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE ENFORCEMENT OF THE BUILDING OFFICIAL. • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1%" NAIL PENETRATION INTO FRAMING SUPPORTS @ MAX 24" O.C. • USE GALVANIZED OR STAIWESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER SPECIFIED INSTALLATION D*_:TAIL • WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND WOOD STUDS (FBC TABLE /21.1(2), FOOTNOTE L). • 5/a" TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR "TYPICAL WALL" FRAMING APPLICA110NS. AT "SW' WALL, OSB OR PLYWOOD MUST BE INSTALLED TO INTERIOR OR EXTERIOI, FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. V4"-23/4„ Pressure .� treated sill r 30 SDWC 15450 at sill plate connection Optimal 22%2° 10° 0° Finish: Black E- CoatTM Note: Sill plate anchor to foundation not shown for clarity. SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER 1 11 1 SDWC STUD -TO -SILL PLATE CONNECTION "NOTE TO FRAMER** "NOTE TO FRAMER" MAX (1) SDWC TO NARROW FACE OF MAX (1) SDWC TO NARROW FACE OF EAICH STUD, (2) SDWC TO NARROW FACE EACH STUD, (2) SDWC TO NARROW FACE OF STUD REQUIRES (2) STUDS OF STUD REQUIRES (2) STUDS Optimal 22Y2' - 10° 0° Rafter of Truss �4"min 4" n N4 mn N4 r in 30°Ma Y2" minimum " /2"Min 30° edge distance Optimal 22 %° SDWC15450 for full values Splice may be in 30° 10° 0° (with or without upper or lower MIN Y2 EDGE ® Do not install SDWC in a plate splice) plate DISTANCE hatched area � \ SDWC15600 "Max :13" +/-y4' —+I *--12 Min Offset %" from top plate splice Overhan 1 3/4'Max SDWC15600 for full values MIN Y2" EDGE DISTANCE Note: Sloped -roof rafters may be sloped up to and including a SDWC15600 Railer to Top Plate shown SDWC15600 (1) SDWC (2) SDWC 12:12 itch and must be "birdsmouth" cut. SDWC15600 SDWC15600 p SDWC15600 Truss to Top Plate similar Note'. Stud -to -Bottom Plate shown. All other installations similar. STANDARD SDWC ROOF TO WALL STANDARD SDWC ROOF TO WALL INSTALLATION RANGE OPT. SDWC INSTALLATION OPT. SDWC INSTALLATION RANGE SDWC MIN. EDGE DISTANCE FOR To P PLATE SPLICE OPT. SDWC STUD--TO-TOP PLATE SDWC INSTALLATION RANGE OPT. SDWC STUD -TO -SILL PLATE CONNECTION SDWC EDGE DISTANCE AND SPACING INFORMATION 1 1 a Z Z4 3 (SIM FOR STUD TO TOP PLATE CONNECTION) 4 CONNECTION THROUGH NARROW FACE 4a1AT NARROW FACE OF STUD 1121 THROUGH NARROW FACE AT FDN 13 GLENN LAYTON HOMES 0 0 N N 0 v 0 rn N N N co J LL 0 Q N 0 v W W F_ O U Y a z 0 K W v ti LO LO rl- O z W W z D m W W z W Q D UCTURAL ENGINEERING `�Q,E� . B .` p , •�vG E •SF••�% o 7 457 STA E F :O••. w: �x DER�� t�►P. E. P.E. (,dllH1 457 07-20-2017 J C 0 c N "- 0 '(� o N m o o E- a 5 a> O tcoZo�'� L•V a �3 O CCL >ao>o a •�0 oo�a 'ao>�y a>2oin Ozl �OO0 � 6 oL E u O 0 2 U U oa o a m ^0 .ca CC: a� c a) -.g 3 o a c Q O o U c 0.�2uE as °2 E N a 000'30 flea ]C oa'�E0 o o a v _ 4 u �C TR - I V! co Ww Z 0 Q U) LLl U� OJ VJ Z W U) LLJ0 1 / 1 Building Dept: W U�� J W Q z C Q O VJ N W z J Q W o z U IL CD p O Cy 7 7 d. U) 75 L0 Q L C) 0 L Plan #: K1592 Job #: 17-1045 (2) SDWC15600 OR (2) MSTA24 NO 2 SYP DOUBLE STUDS TO TOP PLATE TOP PLATE (2)MSTA36 TO INSIDE OR OUTSIDE FACE OF WALL NO 2 SYP DOUBLE TOP PLATE — INSTALL DBL 2x_ BLOCKING IN FIRST TWO STUD SPACES. FASTEN SHEATHING TO BLOCKING WITH 8d COMMONS @ 3" O.C. FASTEN STUDS TOGETHER WITH (2) ROWS 10d AT 8" O.C.; STAGGERED, EDGE NAIL SHEATHING AT STUD GROUP, PER TABLE 2, ST -1 DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR' AND SW. THIS DOES NOT APPLY TO 45 -DEGREE OR 90 -DEGREE CORNERS. CHANGE IN PLATE HEIGHT ROOF TRUSS OR RAFTER • PORCH BEAM, SEE PLAN— FOR SPECIFICATION • DRILL BETWEEN PLIES OF BEAM TO ALLOW ATC TO BE CONTINUOUS OPTIONAL COUPLER— RATED FOR MIN 3200 LB Y" DRILL & EPDXY— W/ MIN 12" EMBED " ATC W/ 3" SQUARE x e" WASHER @ TOP OF BEAM " OSB OR PLYWOOD BEARING PLATE 6x6 OR LARGER NO. 2 SYP PT HOLLOW COLUMN y" ATC CONTINUOUS FROM CMU PIER TO TOP OF PORCH BEAM SINGLE -STORY HOLLOW COLUMN FRAMING DETAIL JACK AND KING STUDS. SEE PLAN FOR QUANTITIES. EACH JACK STUD TO HEADER WITH MSTA24. SIMPSON ABU66 POST BASE. x 12" EMBED. DRILL AND EPDXY ALL THREAD ANCHOR. PLAN VIEW DTT2Z SHEATH FRONT FACE ONLY WITH 8d COMMON AT 3" ON EDGE, 12" IN FIELD. CORNER STUDS. HOLD DOWN OPTION IN LIEU OF ABU66: • NOTCH STUDS 18" MAX FROM BOTTOM PLATE (MAX (1) KING STUD SPECIFIED ON PLAN MAY BE NOTCHED) • INSTALL DTT2Z W/ 12" LONG x/z' DIA DRILL AND o I I EPDXY ANCHOR 0- k1I I z_'/z" HOLD BACK OF FRAMING ONLY IF SPECIFIED ON ARCI IITECTURAL DRAWINGS. ELEVATION VIEW G2 GARAGE RETURN �— 36" LONG SPF SCAB W/ (20) 10d TO CORNER STUD ONLY WHEN HOLD DOWNS ARE SPECIFIED ON PLAN. 2x_ SPF CORNER STUDS ALTERNATE CORNER DETAIL FASTEN 2x4 NO.2 SYP DIAGONAL BRACE TO BLOCKING W/ (6) 10d 2x6 NO 2 SYP DIAGONAL BRACE — (SEE PLAN FOR LENGTH) • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T -BRACE FASTEN 2x6 NO.2 SYP "T -BRACE" TO DIAGONAL BRACE W/ 10d @ 3" O.C. /`DOORHEAD HEIGHT TOE -NAIL MIN 2x6 NO 2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d EACH END ROOF DECK 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR FROM TO DIAGONAL BRACE TO GABLE VERTICAUSCAB HTT5 AT CORNER INSTALL (1) SIMPSON HTT5 AT HEADER END OF RETURN, AS SHOWN. SEE ALTERNATIVE HOLDOWN OPTIONS IN NOTE BELOW. 2x6 12x4 MIN 36" SCAB W/ (20) 10d TO o FULL HEIGHT CORNER STUD FASTEN STUDS TO CORNER ,, X STUD GROUP W/ (2) ROWS 10d @ 6" O.C., STAGGERED. STOP NAILS AT BOTTOM 24" OF STUD FOR CONNECTOR INSTALLATION OPTIONAL HTT5 AT CORNER STUD PACK INSTALLED IN GARAGE WALL ILO SIDE WALL. EXTERIOR WALL SHEATHING AT CORNER ADDITIONAL WALL STUDS @ MAX 16" O.C. AS REQUIRED (3) STUDS MINIMUM AT CORNER Z Z LU STUD PACK SHEATH INSIDE FACE ONLY IF NOTED ON �m 2 FRAMING PLAN. ACCEPTABLE TO STOP RETURN WALL AT CORNER END. SHEATHING AT GOAL POST w y� OPTIONS IN NOTE BELOW. X LOWER ROOF DECK. 1 ROW • FASTEN 1 ST PLY OF 2x4 TO EACH N GABLE VERTICAL MEMBER W/ (3) 10d ❑O • FASTEN 2ND PLY TO 1 ST PLY W/ o 9 r 10d @ 6" O.C. —1 -IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 1 ROW 2x4 JACK AND KING STUDS. SEE 2x6 PLAN FOR QUANTITIES. HTT5 2x6 PLAN VIEW GARAGE RETURNS TO BE z FRAMED AS 2x6. 2x6 AT HEADER EACH JACK TO HEADER W/ 2 ROWS 2x6 (2)2x6" SIMPSON MSTA24. �//'�� VJ w/ SDWC15600 M U) LU 16" O .C.7GARAGE OR THICKER CDX FASTEN SHEATHING TO OR OSB FASTENED TO RETURN STUDS, Building Dept: TRUSSES,RAFTERS TOP PLATE, AND BOTTOM 2x WALL FRAMING OR BLOCKING W/8d I PLATE AS SHOWN W/ 8d COMMONS @ 3" EDGE, PORCH BEAM PLANK HDR TO J � 12" FIELD, COMMON AT 3" O.C. JACK STUDS w/ (2) W QZ WOOD STRUCTURAL (1) MSTA24 I DIA. ALL -THREAD W/ 2" SHEATHING POST TO SLAB: SIDE OF HEADER > ROUND WASHER DRILLED _ L i z J 0� Q OR DTT2Z I I AND EPDXIED INTO (UNLESS NOTED OTHERWISE) 0 TYPICAL PORCH SHEATHING DETAIL CONCRETE W/ 7" EMBED z UU_ THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES I I I I INSTALL (1) SIMPSON HTT5 AT HEADER END OF RETURN, AS SHOWN. SEE ALTERNATIVE HOLDOWN OPTIONS IN NOTE BELOW. 2x6 12x4 MIN 36" SCAB W/ (20) 10d TO o FULL HEIGHT CORNER STUD FASTEN STUDS TO CORNER ,, X STUD GROUP W/ (2) ROWS 10d @ 6" O.C., STAGGERED. STOP NAILS AT BOTTOM 24" OF STUD FOR CONNECTOR INSTALLATION OPTIONAL HTT5 AT CORNER STUD PACK INSTALLED IN GARAGE WALL ILO SIDE WALL. EXTERIOR WALL SHEATHING AT CORNER ADDITIONAL WALL STUDS @ MAX 16" O.C. AS REQUIRED (3) STUDS MINIMUM AT CORNER Z Z LU Z Z 2E p I �m 2 �m RETURN WALL AT CORNER END. LU w y� ELEVATION VIEW BOTTOM PLATE MONOLITHIC FOOTING OR STEMWALL. G1 GARAGE RETURN ALTERNATIVES FOR THIN APPLICATION & DETAIL ONLY: (1) STHD14 = (1) HTT5 (MONOLITHIC) (2) PA51 = (1) HTT5 (S FEMWALL) (2) '/< x 2-1/4" TAPCONS (1) ANCHOR BOLT HEADER PI I, PLAN (3) 2x8 SYP PLANK ORIENTED I IEADER BETWEEN TOP OF SGD & BOTTOM OF TRANSOM, AS SHOWN PLANK HEADER FRAMING ELEVATION —2x4 0.2 SYP BLOCKING BETWEEN OUT OOKERS. FASTEN EACH BLOC K TO ROOF DECK W/ 8d CON MON @ 3" O.C. —2x4 YP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD W/ (1) H .5T W/ (10) 8d x 1'h" 24" LONG 2x4 NO. 2 SYP SCAB —GAB E TRUSS APPLIED TO GABLE VERTICAL (— OR BLOCKING BETWEEN TRUSS WEBS W/ 10d AT 3" O.C. I I 2x6 NO 2 SYP DIAGONAL BRACE I FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR FROM TO EACH DIAGONAL BRACE TO GABLE w PRE -M NUFACTURED JACK T kUSS INSTALL (1) SIMPSON HT75 AT I CORNER END OF RETURN OR IN v RETURN WALL AT CORNER END. SINGLE TRUSS BRACING SEE ALTERNATIVE HOLDOWN y� OPTIONS IN NOTE BELOW. BOTTOM PLATE MONOLITHIC FOOTING OR STEMWALL. G1 GARAGE RETURN ALTERNATIVES FOR THIN APPLICATION & DETAIL ONLY: (1) STHD14 = (1) HTT5 (MONOLITHIC) (2) PA51 = (1) HTT5 (S FEMWALL) (2) '/< x 2-1/4" TAPCONS (1) ANCHOR BOLT HEADER PI I, PLAN (3) 2x8 SYP PLANK ORIENTED I IEADER BETWEEN TOP OF SGD & BOTTOM OF TRANSOM, AS SHOWN PLANK HEADER FRAMING ELEVATION —2x4 0.2 SYP BLOCKING BETWEEN OUT OOKERS. FASTEN EACH BLOC K TO ROOF DECK W/ 8d CON MON @ 3" O.C. —2x4 YP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD W/ (1) H .5T W/ (10) 8d x 1'h" 24" LONG 2x4 NO. 2 SYP SCAB —GAB E TRUSS APPLIED TO GABLE VERTICAL (— OR BLOCKING BETWEEN TRUSS WEBS W/ 10d AT 3" O.C. I I 2x6 NO 2 SYP DIAGONAL BRACE I FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR FROM TO EACH DIAGONAL BRACE TO GABLE w PRE -M NUFACTURED JACK T kUSS ROOF DECK NAILER/BLOCKING FASTENED TO JACK W/ (3) 10d TOE -NAILS 4 6GABLE ANGLE BRACING DETAIL AT JACK TRUS ES 11'4 1) MAX. I RUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHA G PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. TRUSSES NEEDING BRACING LATERAL BRACING - MULTIPLE TRUSSES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO) 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). 5. DESIGNED PER BCSI-B3, 2007. 0 0 N N CP v T -BRACE FASTENED TO WEB W/ 10d AT 6" O.C. VERTICAL/SCAB I • DBL 2x4 NO. 2 SYP FASTENED TO v INTERIOR FACE OF GABLE TRUSS SINGLE TRUSS BRACING FOR GABLE BRACE INSTALLATION. y� LOCATE MEMBER OPPOSITE ��/��•I LOWER ROOF DECK. 1 ROW • FASTEN 1 ST PLY OF 2x4 TO EACH (1)2x4 GABLE VERTICAL MEMBER W/ (3) 10d ❑O • FASTEN 2ND PLY TO 1 ST PLY W/ 2x6 10d @ 6" O.C. —1 -IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. ROOF DECK NAILER/BLOCKING FASTENED TO JACK W/ (3) 10d TOE -NAILS 4 6GABLE ANGLE BRACING DETAIL AT JACK TRUS ES 11'4 1) MAX. I RUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHA G PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. TRUSSES NEEDING BRACING LATERAL BRACING - MULTIPLE TRUSSES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO) 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). 5. DESIGNED PER BCSI-B3, 2007. 0 0 N N CP v T -BRACE FASTENED TO WEB W/ 10d AT 6" O.C. 0 rn v N N N ch LL w J J > z O U) Y U a L -BRACE FASTENED TO CONTINUOUS LATERAL RESTRAINT WEB ROOF DECK BRACE SUBSTITUTE v WEB MEMBER SPECIFIED ALTERNATE BRACING SINGLE TRUSS BRACING SIZE CLR T OR L SCAB 2x4 Oa -ono ^ O.c:cQQ c O U C.- O p U 0 c �2 N >�00�90 1 ROW 2x4 (1)2x4 2x4 ❑O 2 ROWS 2x6 (2)2x4` 2x6 -IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 1 ROW 2x4 (1)2x6 2x6 @ 4" O.C. 2 ROWS 2x6 (2)2x4' 2x8 z 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6" 0 rn v N N N ch LL w J J > z O U) Y U a L -BRACE FASTENED TO N ROOF DECK WEB W/ 10d AT 6" O.C. v U '�O°�>_� SINGLE TRUSS BRACING _ Vic° ofl°� co 2x4 SPF (MIN) NAILER FASTENED 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U) Oa -ono ^ O.c:cQQ c O U C.- O p U 0 c �2 N >�00�90 RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE 1j. 2x4 SPF (MIN) BLOCKING SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. ❑O / WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING, L -BRACING, OR U TRUSS PERPENDICULAR TO WALL: -IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. Y Ww REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND Ly @ 4" O.C. TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. BETWEEN EACH TRUSS. FASTEN Q z TO DBL TOP PLT W10d @ 4" O.C. PERMANENT WEB BRACING ° J O TRUSS TO TOP PLATE W./ H2.5T, UNO PER ARCH. DRAWINGS CRIPPLE STUD AT EACH END OF HEADER SILL, AS SHOWN PER ARCH. SPF HEADER SILL MAX 36.5" R.O. ❑ ❑ U) U) J J CC m 1 T WSP HEADER DETAILS (ELEVATION VIEW) NOTE: EXTERIOR OSB WALL COVERING SERVES AS HEADER OVER OPENING AS INDICATED ON PLAN KING AND JACK STUDS PER ENGINEERING GARAGE DOOR BUCK/JAMB NAILED TO STUDS W/ (2) 16d COMMON OR 12d CC NAILS @ 16" O.C. WEATHER STRIPPING/STOP 1 GARAGE DOOR I ------- --7 i 2x6 SYP GOAL POST ATTACHED " TO STUDS W/ (2) ROWS OF 3-%" NOTE: GALV DECK SCREWS @ 12" O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR GOAL POST ATTACHMENT, THE GARAGE DOOR SUPPLIER MAY SPECIFY A FASTENING GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, SPECIFICATIONS THROUGH THE GOAL POST. GARAGE DOOR JAMB DETAIL GLENN LAYTON HOMES elf w w z z w 0 O J U_ z O O a af O U Q ❑ E O J LL Q U Z_ } C7 O J O _ ST UCTURAL GINEERING %B `,` • • \ G.E.. •S No 71457 :�• S T O FS ••. o R �•o.• G��. DE4 Nf� (,O, P. E. P.E. N❑. 71 457 ❑7-20-2❑ 1 7 U c U c ROOF DECK a t� U U 3 m a TRUSSES PARALLEL TO WALL: U '�O°�>_� ROOF TRUSS _ Vic° ofl°� co 2x4 SPF (MIN) NAILER FASTENED '- p U O C O 0 N O s=7E c'c 3 i o)`o � O OR RAFTER Oa -ono ^ O.c:cQQ c O U C.- O p U 0 c �2 N >�00�90 TO DBL TOP PLT W/ 10d @ 3" O.C. 1j. 2x4 SPF (MIN) BLOCKING / BETWEEN EACH TRUSS. V/ U) TRUSS PERPENDICULAR TO WALL: FASTENTO BEAM w/ 10d Ww 2x4 SPF (MIN) BLOCKING z @ 4" O.C. BETWEEN EACH TRUSS. FASTEN Q w TO DBL TOP PLT W10d @ 4" O.C. U� TRUSS TO J O PORCH BEAM Q �//'�� VJ w/ SDWC15600 M U) LU OR THICKER CDX OR OSB FASTENED TO Building Dept: TRUSSES,RAFTERS 2x WALL FRAMING OR BLOCKING W/8d COMMONS @ 3" EDGE, PORCH BEAM PLANK HDR TO J � 12" FIELD, PORCH BEAM TO POST: JACK STUDS w/ (2) W QZ WOOD STRUCTURAL (1) MSTA24 A35, TYP EACH 0 SHEATHING POST TO SLAB: SIDE OF HEADER > ABU POST BASE ANCHOR _ L i z J 0� Q OR DTT2Z (UNLESS NOTED OTHERWISE) 0 TYPICAL PORCH SHEATHING DETAIL o z UU_ THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES I I O cy m UNLESS NOTED OTHERWISE. TRUSS TO TOP PLATE W./ H2.5T, UNO PER ARCH. DRAWINGS CRIPPLE STUD AT EACH END OF HEADER SILL, AS SHOWN PER ARCH. SPF HEADER SILL MAX 36.5" R.O. ❑ ❑ U) U) J J CC m 1 T WSP HEADER DETAILS (ELEVATION VIEW) NOTE: EXTERIOR OSB WALL COVERING SERVES AS HEADER OVER OPENING AS INDICATED ON PLAN KING AND JACK STUDS PER ENGINEERING GARAGE DOOR BUCK/JAMB NAILED TO STUDS W/ (2) 16d COMMON OR 12d CC NAILS @ 16" O.C. WEATHER STRIPPING/STOP 1 GARAGE DOOR I ------- --7 i 2x6 SYP GOAL POST ATTACHED " TO STUDS W/ (2) ROWS OF 3-%" NOTE: GALV DECK SCREWS @ 12" O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR GOAL POST ATTACHMENT, THE GARAGE DOOR SUPPLIER MAY SPECIFY A FASTENING GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, SPECIFICATIONS THROUGH THE GOAL POST. GARAGE DOOR JAMB DETAIL GLENN LAYTON HOMES elf w w z z w 0 O J U_ z O O a af O U Q ❑ E O J LL Q U Z_ } C7 O J O _ ST UCTURAL GINEERING %B `,` • • \ G.E.. •S No 71457 :�• S T O FS ••. o R �•o.• G��. DE4 Nf� (,O, P. E. P.E. N❑. 71 457 ❑7-20-2❑ 1 7 U c U c a t� U U 3 m a OcaQ>a°oa N U '�O°�>_� Q _ Vic° ofl°� co i '- p U O C O 0 N O s=7E c'c 3 i o)`o � O O Oa -ono ^ O.c:cQQ c O U C.- O p U 0 c �2 N >�00�90 �L E`er° -- n �� O 3 oU-0-0U U V/ U) Ww z Q w U� J O Q �//'�� VJ V, LU U) LU 0 Building Dept: W J � W QZ O 0 sn > _ L i z J 0� Q 0 o z UU_ E) CNO I I O cy m o� U) TQ F— � 3 U W = J N Plan #: K1592 Job #: 17-1045 ST -6 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH --° -------- r _ \ D VAPOR BARRIER 0 FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 8" MIN 28" MAX ;12" MIN %/ • l /\ \\moi\\\j X '- N \ i 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT 1 MONOLITHIC FOOTING SECTION IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB OL ---------------- z wOr VAPOR BARRIER ---/' i 8 #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. D I � FOOTING TO BEAR ON FIRM UNDISTURBED SOIL VERTICAL REINFORCEMENT TO HAVE 6" BEND AT BOTTOM CAST -IN-PLACE FOOTIN( % SPECS 1 -STORY: 8" x 16" W/(2) #4 OR (2)//5 CONT 2 -STORY: 10" x 20" W/(3) #4 OR (2) //5 CONT 8" CMU CHAIR BLOCK W/ (1) #5 CONT. ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN 2 CMU STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (2) #4 OR (2) #5 CONTINUOUS 6x6 - WI A x W1.4 WWF OR FIBERMESH 0 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH —d —o-- --A d ° 4 8"x8" THICKENED FTG AT STEP-DOWN, SEE PLAN 0'-0" A. F. VARIES ----d - a 8" MIN VAPOR BARRIER 4 CURB STEP SECTION 6" 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VARIES] / VAPOR BARRIER NO 4 OR NO 5 @ 18" O.C. W/ 9" BEND @ BOTTOM 8" MIN MAX 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONTL—] ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT 5 GARAGE EXT" ALL CURB SECTION IF GROUND ADJACEP TO FTG SLOPES DOWN AND AWAY FROM S7 `UCTURE STEEPER THAN 1'-0" VERTICALLY PE-' T-0" HORIZONTALLY, CONTRACTOR HAS T /JO CHOICES: 1. PRIOR TO CONSTPIJCTION, SEEK GUIDANCE OF EOR TO PREVE IIT EROSION OF SOIL. 2. USE STEMWALL FOOTING 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. -e----a ------- -� jVARIES VAPOR 12" UNDER 1 STORY WALL BARRIER WITH (2)#4 OR (2)#5 CONT 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT 6 BEARING CURB STEP SECTION 0'-0" A.F.F. (BEYOND) 4" FLOATING CONCRETE N SLAB W/ 6x6 W1.4xW1.4 Q WWF OR FIBERMESH FINISH GRADE #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM' UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM N OPT BRICK LEDGE NOTED ON FND PLAN CAST -IN-PLACE FOOTING SPECS 1 -STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2 -STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 0CMU STEMWALL SECTION 71. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. CKENED 'LAN BEYOND AND FTG, SEE PLAN =N BACK ER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS GLENN LAYTON HOMES O U Q 0 E O J LL STRU TURAL E INEERING 111111111111 1,, B M '�. R' O�• .\D'E'NS 9`-�'• No 7145 �'.• STAT F D R64/21111T►1 P E. P. E. NO. 7 1 457 07-20-2017 U U C C Q� OV N� O a 8 5 c- 0 -- a •U •UOo°�_u OcaE>a°o -.2 8-6 p 0 o c —_ o o -a o = E P o 00 dio.°oU. V ojj E� 0) o O o o� o° a� ° ^ O .tea c n �ja`oo'UO� aL)E D Y a° - Z Q a° o O Y o 1 Wells Road Orange Park, FL 32073 Ww Z 0 (D U) L1J U ° >= O00 Q w Z v, Uj Q 0 U) W ,max W cy- 904.272.5339 Building Dept: LTJ U J � w Q z o3:5; U w�/z_j Ld_ Q p W� o z CU LL C) I I O O o m o• - Q Ln U � O Lo o = IN Plan #: K1592 Job #: 17-1045