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538 ATLANTIC BEACH CT PLANS 2016 I All claims for error or defective material must be made within5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA L ------ Roof Floor {Top Chord Live Load 20.00 40.00 p.s.f. s-00-00 14-08-00 12-00-00 Top Chord Dead Load 7.00 10.00 p.s.f. :-- ------ --- - F01 Products — PIotID Length Product - Plies Net Qty 1-1 -04 �I Bottom Chord Live Load 0.00 0.00 ps.f. BM1 16-00-00 onCENTER®LVL 2.0E 1 3/4"x 16" 2 2 FF — Bottom Chord Dead Load 10.00 5.00 p.s.f. BM2 14-00-00 onCENTER®LVL 2.OE 1 3/4"x 16" 2 2 8 M z-o-oo 8j ---------- -- g O Total Load 37 55 p.s.f. on Duration Factor 1.25 1.00 If ---- --------- - _:.------- ------ -00 11-0400 -n' '^'^ry " I 50-07-00 2-0 ----- — F03 TMP422 0 Nr Building Code FBC 2014 RES a o- ° - a (. ) �! ° ° ° 8 0 �a — 6 • Wind Standard ASCE 7-10 J0417 �'. , 2-0 00 -- ,tuaxx J01 -- -- -- Jo1 s o oD 2-0-00_ k m Wind Speed 130 m.p.h. o « -- 2 D 00 ��x 4 l List Jot O o „�sMx �x .,.x..m - w..d Ao2 Sas nCoProduct 2nnector a1 Qty p o o I o p o T. o Wind Usage RES. CAT II 0 o HT 26 25 LL r_ — _-_, .� Building Exposure C w,.,., . ,.y 2 0 00 1-1 oa looa-oo >`Ao3 Simpson U z-Do-oo �xx of S a.� Building Type Closed N N N B02 p z o 00 0 00l Simpson THA422 6 �I� --= --- - " � oo ��"� �- Aoa Sim son HGUS412_ 2 --j WW 4.0 00� NATE m. ._ w :._ # P o : 40 00 2-D 2-0-00 `- ------ I� 1-1Y-04F--j s B s us,x. _ - It the responsibility of the building designer or architect to BO p Y 9 „__ . .. . -- _•• i provide an appropriate connection for trusses to supporting A05 61 p .S 9 W tt" 2 ) S structure per reactions shown on truss engineering.Special x P 2 0 00 2-0-00 5-04 00 considerations for mechanical equipment and/or plumbing(and P, 2-0-00 i, � ' • Tory _ 200 00 a ➢• a n 3q+ry4 4-0 00 1 0 0 o o r oo oo r o their connections)in truss space must be diagrammed by the ••ms, a o 0 0 0 0 o builder an approved truss layout prior to fabricator. J01 2-00-00 2-0 00 I1���i J01�� � N � N N N N i. Manning Building Supplies is a truss manufacturer whose N N N i J01 responsibilities are limited to those described in WTCA 1-1995 o 2-0-OD W ?-oo-DD M. - t - % (sections 6.0 and 7.0).Accordingly,it disclaims any ® N ofi ..-..,. . .0 - _ _ N M � -3. n v m N responsibilities for the the construction design,drawings, 2-0-00 ^'S o 0 0 0 L04(3) 0 0 0 o o o p 9 9, Y Y Y Y Y documents including the installation and bracing of trusses manufactured b ManningBuildingSuppS. B07 _.. ,., ya.-ate. 26-07-00 Warning: 2-00-00 Boa P�.r.- I 8 2-00-00 - =-- --- ----- - Conventional framing,erection and/or permanent bracing is not �y 807 1 -. - 606 _• .. a n.,n, the responsibility r.the truss designer,plate manufacturer,or I " 2-0-DOI D04(3) truss manufacturer.Persons erecting trusses are cautioned to 2-00-00 seek professional advice regarding erection bracing which is o $ m�-�-tt •-�.. ."m.". �-�, ^��.�-.�a� •.._.. .,-.'.'._°,..m:.� .•' • '" ° ° ^� a-oo-o0 14-07-00 ___ always required to prevent toppling and dominoing during a o vI B OS 00 2-0 00 2-00-00 x o - - - erection;and permanent bracing which maybe required in Jol 0 , specific applications.See"Bracing wood trusses commentary N m .•„„ 2-0 00 o ?2 $ "dN J1s(s) ^ and recommendations(BCS/1-03)for further information. .-.�..>.� .. 1-�-DO rl 'J02 cb a a, i - 7 .. - -� Trusses sha/l be installed in a straight and plumb position. o `I ;J1e Where no sheathing is applied directly to the top and/or bottom S ke i chords,they shall be braced as specified on the engineered 2-0-00 Nal ; design.Trusses shatl be handled with reasonable care during B08 N p _ 6-00-0 erection to prevent damage or persona{injury. o O m 1-0-08 2 0-00 1 ROS Approved truss anchor by builder. I N rx I' o 0 2x4 minimum top and bottom chords. 0 0 uq o 0 0 0 0 0 0 0 0 0 0 0 0 - - 2-0-00 4 Square cut overhangs. ---- ---- --- _ ., -- L 8 �a 12 9 --- _ 1 r N n5 2-01-00 ,. HTU N N N N N N N N i N N N f N O Q 2-0-OO 0' R 4 S 8 O O O O A JOA \� I�ruxs 1-0-00 rrtinc p•�•,•. w.,: 12” -w .z-, .. .-,>W,.s>...� .. m F. 1-0-08 C 2-0(-00 ",uz� y » J02 Nj .A 00 IR02 a "" x ddd 51/2" 72 J 3, _ .,` � uze B13A,..y20 00 ,_ uxs 1 J01 J16i ___..-- d JR01 �2 BY OTHERS BRG.. a-Do-oo p -_ -, -¢��r o- 3 J 7 - - 2-00-00 J i7 a s. o o Unless noted ' - otherwise. rq B15 2-0-DO p ' ^9 m a J185) p J131 o _ Hruxs Typical Truss Ends o o .�J, 14.07-0019 1,102 JWA _ N r v — ;JD1 Engineer of Record: x "o cS w w w �J05(3)~ o ----JDS(6, U CD7(4) V 0 U V V = _ No Engineer of Record on file 21-11-Oo 29A4-OD Approved truss anchor by builder. 8-08-00 _-_ -_—- 8-08-00 FLOOR TRUSS - 59-11-00 - - - 3 1/2"Ribbon ------- 63-03-00 1s" Manning Building LL EXTERIOR WALLS AND BEAMS HAVE BEEN Supplies, INC. - 11155 Philips Parkway Dr.E. 5 112" j Jacksonville,FL 32256 j HELD IN 1/2" FROM DIMENSIONS SHOWN ON BRG. Phone:(904)26"225 1 87SPLANS TO ACCOUNT FOR WALL SHEATHING Fax:(9Da)26D_29B1 1Mr`NV.MBS -CORP.COM Typical Truss 'Ends -- -JAXTRUSSOGS-GORP.COM Customer: _-- - Glenn Layton Hms Job Name: Hatch Residence LotlBlklSubdiv 21/ /Atlantic Beach Country Club Scale: ate: Drawn BY.' Job Number: FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX ON-CENTER BLI-JOIST 15432.... 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BUM PITTOSPORUM INDIAN HAWTHORN DUC DE ROHAN AZALEA RED RUFFLES AZALEA SAW PALMETTO 1-SP,F.L.S. . 23-MU @ 30"O.C. P �a m " LOT 21 ( a ,. 12-LJ @ 3'O.C. DWARF WALTER'S VIBURNUM SWEET VIBURNUM LILY OF THE NILE WHITE AFRICAN IRIS CLIMBING FIG •. IRR: ZO 4-SB @ 30"O.C. IRR. Z 12-FR @ 3'Q.C. K w- w • " 1-SP,FL-S.. RL 7-5P @ 30,O C 11-VOW @ 30"O.C. . .t-CA FLS: " 8-JFiBP @ 1 0 C. "PINK MUHLY GRASS CORD GRASS ASIATIC JASMINE COONTIE PALM of v im' � _ _" • - of north floritla 3-WR,F.L.S. 1-IAE,F.L.S. p p 5-PT @ 3'O.C. 11-AA@2'0.C. oo 19-MU @ 30"O.C. - U 3-PT @ 3'O,C. i F_ @ 4'O.C. -_ " PLANT SCHEDULE _ IRR. ZQNE� 5-LJ @ 3'O.C. QY- KEY FC TIENTIFIC NAME COMMON NAME HT SPR SPA REMARKS r--`_--` UJ F 1-SP,F.L.S. TREES' 30-TA @ 18"O.C. i IRR. 20NE 2 2 IAE ILEXXATTENUATA EAGLESTON HOLLY 6-8' 3-5' F.L-S, 2.5'CAL MIN. Z c 1-QV,F.L.S. - i 1 LI LIGERSTROEMIA INDICA CRAPE MYRTLE 10-12' 6-8' F L.S. 4"CAL.MIN. c 9-RI @ 30"d.C. • i 6-AA @ 2'O.C. O" 1 MG MAGNOLIA GRAND€FLORA SOUTHERN MAGNOLIA 8-10' 4-6' F.L.S, 4"CAL.MIN, 06 O 0 3 STEPPING STONES 2 QV QUERCUS VIRGINIANA LIVE OAK 8-10' 5-6" F.L.S. 4"CAL.AIN. =a �— 6 SP SABAL PALMETTO CABBAGE PALM 12'C-T. 5-6' F.L.S. 10"CAL.MIN. a 2 ELECTRIC BOX - - 7-RIRR @ 3'O.C. LTJ ¢u- /r i 12-MU @ 30"O.G. �3 WR WASHINGTONIAROBUSTA WASHINGTONIA PALM 11'C.T 5-6' F.L.S_ 10"CAL MIN • /j . mx U� / _ ...♦ i _ _ SHRUE'.S "#: ` r Q IL F m // - I '';'�' -" // w „e• 5 1 FS FEIJOASELLOWANA PINEAPPLE GUAVA 18-24" 18-24" 4'0.C. 7GAL.MIN- (, OZ¢O 26 LJ UGUSTRUM JAPONICA JAPANESE PRIVET 15-18" 15-18" 3'0-C- 3 GAL.MIN. (f III F 2 10-DV @ 2'O-C_ /i/ 32-TA @ 18""QC. '////j/r 8 PT PITTOSPORUMTOBIRA PITTOSPORUM 15-18" 15-18" 3'O.O. 3 GAL.MIN. ¢Q 1-MG,F.L.S. 9 RI RAPHIOLEPIS INDICA INDIAN HAWTHORN 15-18" 15-18" 3'O-C. 3 GAL.MIN. Z V H F 18-DV 2 O.C, t—¢ 5 O.C. 9 RIDR RHODODENDRON INDICA'DUC DE ROHAN DUC DE ROHAN AZALEA15-18" 15-18" 3'O.C. 3 GAL.MIN. Q a - i SOD -SR @ 4' 21 RIRR RHODODENDRON INDICA RED RUFFLE' RED RUFFLE AZALEA 15-18" 15-18" 3'0-C- 3 GAL.MIN. J " - 5 SR SERENOA REPENS SAW PALMETTO 15-18" 15-18' 4'0-C- 3 GAL. MIN-6-MU @ 30"O.CC. 11 VOW VIBURNUM OBOVATUM WALTERS VIBURNUM 15-18" -18" 3' GAL.MIN • _ `h GROUMDCOVER' _ : :,,; ., .... ' W 15 17 AA JAGAPANTHUSAFRICANUS LILY-OF-THE-NILE 8-10" 12-15" 2'O-C- 3GAL,MIN. 41 DV DIETES VEGATA WHITE AFRICAN IRIS 12-15" 12-15" 2'0.C- 3 GAL.MIN. W 12 FR FICUS REPENS CLIMBING FIG 6" 8-10" F.L.S, 1 GAL.MIN. ATLANTIC BEACH COURT 60 MU MUHLENBERGIACAPILLARIS PINK MUHLY GRASS 24-30' 12-15" 30"O.C, 3GAL.MIN- 36 SB SPARTINA BAKERII CORD GRASS 24-30" 12-15' 30"O.C, 3 GAL.MIN. 62 TA TRACHELOSPERMUMASIATICUM ASIATIC JASMINE 4-6" 12-15" 18-O.C, 1GAL.MIN. 11 ZF ZAMIAFLORIDANA COONTIE PALM 18-24" 24-30" 30"O.C. 3 GAL.MIN. F.L.S.DENOTES FIELD LOCATE SPECIMEN NOTE: - 1. THERE IS APPROXIMATELY 3,500 SQ,FT.OF CELEBRATION BERMUDA SOD TO BE LAID WITHIN PROPERTY LINES. Ad+ `���® 2. THERE IS APPROXIMATELY EIS O FT,OF BED AREA FOR PINE STRAW. (�'/� /�'/� 3. 100%IRRIGATION COVERAGE IS TO BE PROVIDED ON ALL SOD AND PLANTED AREAS. 4. IRRIGATION W LL INCLUDE BUBBLERS AT ALL.TREE LOCATIONS. LP-1 i i O W V > m N N_ — •� ca LU inL 'o r..4 4--J — a'' 4� M Q ca V �C >` 0- U. i .� S V4-J 4-J 0 V) E LL— c� LL U ujO 0 E 0 Li. L. (D c: > m 0 ro E 4.j LL V ro Co (1) > LL V L `'�— 0 =3 LU — y– a--j Li. L (1) U Q O � �- � U c� =3 0 Ln c� c� V) � Q O Q w V) C= V) > > 0 c: � O . n . .J a -j V) 4-J -0 v =30 L VV 0 Jc: 0 u E VMo Ln o ro V L C6 L Q L L0 4-j Ln LnL V V L L Cly 4) f— �- U U. oC U. V) Li. LL. LL V) cry I-- tri cry c: E m ® 0 CL u m 4-' 0 � 4� 4-jV .� 0 ca w > c� 0CU 4� cn 4, U < Ln C( �- w Q 0 00 N m 0 c: J Ln0 O +-jL m ,v > V M 0 Ln -c: (:L) trf N ® •— ,® a--J L L 4� V p_ 4� 4� � > XCL �— =3w L V Ufte 0 1 m 0 Lu t3 LL O O O O O O O O OL (A4. 4. 4. 0 E V �-+ 0 O O O 0 O O O a tw Q V V ' L 4- L Q V O O C U LL 0 ro 0 a � � cv m �° �..n � � oo � � INC � w � V p p � 11.. z LL � .' 4-J a-' 4-' •� a-J 4 a--J 4-J 4-J a-' V Q Q V 0 0 bn o V 0� a c-i N m M d' �' L.n to I* V Q V 4, 4� 4� 41 4� 41 4� 4� 4� 4a � � � � � � � � � � �•+ a--� V L O O Q V) V) V) Ln V) V) V) V) V) (D 0 0 0 D V) V) V) L0 V) L/) L/) V) Ln Q cn w O Q N N N U OFFICE COPY U U lo ol vi N W CD 18 -0 8 -0 14 -8 12 -0 + 4-P o 20'-4" .0 L c UTC ' •U ; 0 - 10'-0" 14'-0" 4'-0" 2'-2" 9'-10" O o ao > E O oki _ « w lo v �I- - - ---- --- — L III Qn t"yJam.0 d�0 c 0 � `y ".o Cp 0- ' NFOOTING REQUIREMENTS FOR C O O o.3E`. o E�o `u -COURTYARD FENCE AND EXTERIOR . o oH _-0n3 ` SHOWER TO BE DETERMINED ON SITE ° Fo c y DETERMINE yna 0 1 O Eaa �ON SITE cc � --- - - -- ---- -- j - -- - � F 020 aD o y :3U) I ;� Y yoLaYU« vVVOdY H OFNc 1999 Wells Road _ F ---- - ---1 r -- -- - --- -- -}— — �- ---- ---- --STOP , 1 3 0 I BLOCK I I 1 I I I I STOP BLOCK 5 FOR I L4" GONG I I 8" CONC BLOCK I I FOR 36 GATE I IOrange X64" ORSLABI - SLAB -- - FOUNDATION WALL ON GONG FTG W/ I I ® ( I 0 32073 °D cfJ rSTOP RODS CONI PER 4" CON( I 1 ap 0 8 61 I SROM FOR I 18 _ END'S DETAILS _ DR NAGE I - I I BLOCK I I SLAB 0 5 m I vas i�'-m•2„I 211 „ (TYPICAL) I n I I — _ I I FOR 36 -- - L - EL: 9S tt I I EXT DR --1- W W r -- ---- ---- -- - --I � -- ---- -� I I �-- � _-- ---- _-� 1 �' Z � I INK I I 4” C 1 61 FSLAB I L --- - -- ----- -- - - I (� N r ------ -- - - -- ---------- --- -� 0 �- -- - ---- � I- - - -- - - - - -- - - - -- - -- - - - - - , 4" CONC L- - - - �— —� I STOP BLOCK 1 I — i ® I I TSLAB URNED/ I I I FOR 36" EXT DR I I Q Ir - EDGE --- - -- - - -- -- --- iI II II I I W--- -- ----- -- ---- ---- ---- - -1 I1 I 12'-0" 4'-10" 23'-251-4�� 5�-41� 31-411 I 41-811—— — — - ---- - --- - ---- ---- - --- ---- II II 26 -8 I I - a U -� O J 8" CONC BLOCK 4I I - MONOLITHIC FTG is EDGE I I IL I � FOR STAIRWAY PER 10 I I 4" CONIC SLAB W/ I I Q I I ON CONC FT WALL 1 I I ENG'S DETAILS 1 _� ( ( 6x6 10/10 W.WM. I I _ I ON CON( FTG W/ I I I 1 - I if1 I I ON 6 MIL VISQUENE I I 0 — —— — ——— —— ———— —— —— —— RODS GOVT PER i i 36" SILL —— —— —— I I L4"SLAB C cp I I TURNED OVER CLEAN, WELL I I (TYPICAL) - I EDGE I I I (TYP) COMPACTED, TERMITE I1 I1 0 V z 5 -105'-4„ TREATED FILL , -23 5'-4.. I la'-10 --I I LU I I W12'-0” U I I I p - - —� 41= EL: 9.6-1 I I Q — 8" CONC BLOCK i — �- —— -� I 1 / I I ;Q SLOPE I FOUNDATION WALL I I 8" GONG BLOCK / ( I DRAINAGE I I ON GONG FTG W/ I I FOUNDATION WALL5 ON GONG FTG W/ _ r I I I W I I RODS CONT PER L — —— — — — 1 I RODS CONT PER _ _ _ _ + I i I I 06 ENG'S DETAILS 36" SILL I I I I I 1 I I (TYPICAL) ELECTRIC I I I ENG'S DETAILS - I (TYPICAL) —J L -� — -I I DEEPEN EDGE I I AT KITCHEN I I I 1 1 r ' t INSTALL CONT L— — _ _ 1 ISLAND ft-OM FORI C14 I 4" CONI 14'p 4" I ROD PER ENG'S DRAINA 3EI SLAB = - -� 1 STOP BLOCK DETAILS L - - I ZCONC I I tt i I �re I 1 I__ 1 I I I FOR 36" EXT DR I I A I SLAB F j L _J L —_� r- - -� r _=�- 1 �, I - - - -- - -- - 3'-4" I ' 1 1 4'-83'-4All 22'-a" 5 -4" 14'-10" I '-0 2 • i I I I I FLOOR PLUG 904.272.5339 8" CONC BLOCK I I I 1 I I = (VERIFY LOCATION 1 1 1 W/ BUILDER) FOUNDATION WALL 1 1 I I 2 i r 1 1 1 GONG FTG W/ RODS ' BuildingDept: SLOPE FOR ON GONG FTG W/ r P I I DRAINAGE I 1 - ' RODS CONT PER I I I I 6 � 6 I 1 EA WAY PER ENG'S I I DETAILS (TYP) 1 vs" i I'-0" 11 I ENG'S DETAILS I I 1 I 1 1 1 4 i (TYPICAL) 1 i I- --1------- 1 — —- — PROVIDE FTG 1 I � 1 1 - ----� L - ---� _ GRADE FOR EAS PS TO I I 1 0 NEEDED I I I LU d) 1 r- -1 _ --- - - --- -- L --- -- --- C., 1 I I I I 0 1 -- -- I I PROVIDE FTG N I I I I O I 1 4' `� SLAB 411 NC - I I FOR STEPS GRADE AS TO I I I - �Q � � I I NEEDED tt V-4111 3'-6" 5'-2" I 31'-4" `9 ( 2 -0.. 8 _8 1 11'-6" 1 6'-6" 4'-0" I 27'-4" r 1 I - IcqjlLJK =1 �t rt I I I I 0 I - - - --- ---- - ---- ---- - - — - ---J 6' 1 = PROVIDE SILL PROVIDE SILL FOR 6' S.G.D. FOR 6' S.G.D. I I BLOC 1 I I - 4" GONG SLAB W/ 0 6x6 10/10 W.W.M. PLANTER ON 6 MIL VISQUENE WALL I I I I OVER CLEAN, WELL I NOTE: - - COMPACTED, TERMITE I I 0 I TREATED FILL I I ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO I 1 I I WITH LOCAL BUILDING THESERCODES, CONTINUOUS I- --- - - - CODE - AL I ?8" 36" SILL --- EL: 1100 - IDRAWINGS,NGES MAY ENGNEERIREQUIRENG RVIDCES,IAND OR CODE ACOMPLIANCE. POSNGES TO THESE SE SION OFTESEWINGS TO T8" CON( BLOCKFOUNDATION WALL 1 2 PLANS ACKNOWLEDGES THAT THE PURCHASER ON CONC FTG W/ -- HAS BEEN INFORMED OF THIS INFORMATION RODS CONT PER I AND ASSUMES THE RESPONSIBILITY t0 `" ENG'S DETAILS I PROVIDE ALL ADDITIONAL REQUIREMENTS (TYPICAL) I OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. CONC BLOCK FOUNDATION WALL I J ON CONC FTG W/ — 0 61 I I RODS CONT PER 0 r T — ap QI I ENG'S DETAILS ap I I (TYPICAL) - I W 1 22'-8" 8'-6" 8'-0" 18' I r —— —8 -8" I Z ELECTRIC - - - RECESS SLAB I I 1 I � W co l — — — —— ———— AT CLOSET 6" AT SHOWER 1 I I I O ,O W M z = 1 \\ RECESS SLAB ISLAND _ EDGE DEEPENED 1 1 ; L— J wn .OWN > 0 W J m ( r I `9 W/ DEEPENED -- —I 1 = Q n CO ro" AT rn UUP �r 6 I EDGE o W F-- v L _ L-- ---- - -- - - --------- ---� — - - ----- I- ---- - - --- - ---- -- -- - - - - - --- - - -- - � —�^ —�J I 1 p LO -i z F-- I .� N = Q LL " v � Z 4" CONC BLOCK 4" CONCI , 6 1 0 Di Q PLANTER WALL SLAB W/ z � O TURNED QJ 62 EDGE � F— SEE UU)44 � � PLANS ARE DRAWN IN 3WENCINEER S DRAWINGS ACCORDANCE WITH = 0N 3'-a" 40'-0 o 6 -0 , 0R = C FLORIDA 51JILDING CODE 63'-4" 81_8.1 SIZES AND LOCATIONS 5th EDITION (2014), RESIDENTIAL Plan #: K1518 12 -m 31'-4" 9Job #: 15-1077 SLA5 FLAN 11-11 SCALE: 1/4" = 1'-011 � GLENN LAYTON HOMES of: 10 • U U C C 34'-8" — Ui L U N 50'-8" 221-811 22'-8" 12'-011 +' E' y o s > +' 0 el p 0 L� �U O , U Tp D E ­ � '0 0 T3 10'-4" 10'-0" 10'-0" 10 -0" 10'-4" 8'-8" 6'-8" -1'-411 2'-2" 91-1011 ma-> W ` 23 o - ° o a',o NOTE: cn omr0p9 d ;` v, o= � •- I I ALTHOUGH EVERY EFFORT HAS BEEN TAKEN COURTYARD FENCE TO '='Z5 I I I I TO PREPARE THESE DRAWINGS TO COMPLY " I I I o=:c),oO o U O aV w3`oc..+=y Yo BE DETERMINED ON o E¢"0 o SITE (SEE BUILDER) 0" WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL O •N0c3 0cLLUc : o Eo u aDRAW(NGS, ENGINEERING SERVICES, AND 0U OcU �_0 �mw E� 2 'r- Ocx. -0, o ; oOR CHANGES TO THESE DRAWINGS TO MEET TANKESS LU 1 '00 C CODE COMPLIANCE. POSSESSION OF THESE o PLANS ACKNOWLEDGES THAT THE PURCHASER GAS WATER o � E . 00 -0-0 0 s HAS BEEN INFORMED OF THIS INFORMATION W 36 HEATER "2 "I Ul z I I AND ASSUMES THE RESPONSIBILITY TO (� " I-- WOOD EXTERIOR 8 CONN BLOCK Ca 2850 SH I� SCREEN WALL W/PROVIDE ALL ADDITIONAL REQUIREMENTS ' lit c0 GATE SHOWER 1 1 OF LOCAL BUILDING OFFICIALS TO MEETt ttl (HEAD 6 I I STUCCO FINISH COMPLIANCE. >ZO 20"h (HOT/GOLD) 8'-011 AFF i SEAT GARAGE) I E2 2x6 WALL 2x61WALL s 1 3611 I I NO a GATE O 3 r/� \D (z) z8-10 s _8" coNc �/� LO 8 ARCHEDx ' PLANK 6 EXTERIOR `r UTILITY SWING WALL fY I I DOOR 611 BASE CAB 2" Q YARD 0 W W X X I (UNCOVERED) Z 1 a e 5 - L5-T GARDEN a 5 0 „ OOP SHED A/c GUEST SUITE — SUMM 48 h WALL W/ l8-1 fE HT O MINI SPLIT KITCHEN I STUCCO FIN SH Irij AFF HOUSE) 2x6 WALL W 2x6 WA 3068 Q C14 IO O I EXT 3 , ` — — — — I -1 — — — — — — — — — — — —— — — —— — — —— — — — — — — — — — — ATTIC -- - - - - - - - - — ACCESS � '� Qul O J 7r�j GAS GRILL EXTERIOR — La 121-011 4 10 it 9 81-1T 3 4 51-411 51-411 18'-0" 3'-4" 4'-8" 26'-8" 1 �n LU e Q I II 1_ II 1- 11 BASE CAB , 11 I_ II 1- 11 I_ II I I 4= - �oT _ Q 1 tt I 36" 2646 SH I I - - v I SCREEN - SCREEN (HEAD m 36"h BASE 2030 FXD � _ 0 L _ J E— ENCLOSURE 8'-0" AFF) CABS 8'-0" AFF) i i `r _' DETACHED i 0 ��'1 z (TYPICAL) �' 36"h GUARD/ N G�` (RAGE I m V J 2x6 WALL 2x6 WALL I W - 3080 I I WALL W/ STUCCO `�' (8'-I" fE HT AFF HOUSE) -- -- ---FRENCH-- - Oi O ---- J -------- 24 I I FINISH z 09'-4" CEIL AFF GARAGE) — LINE OF GUEST m J _ _ _ _ coL — I COV I D I I - SUITE ABOVE _ ' �OO REF I N 10x10 WOOD Q Q — = *I m PATIO = ( I POST (TYP) - 3 (FINISH CEILING W/ I p 0 i ^ 3 KI TC�-IE I V GAS RANGE �9 TRS i V I AT I O -1 Q 5/8" TYPE 1(X11 G.W.BJ 0 tu _' U) (10'-I" 1101-1" fE HT) - -' x aD _' Q N r I I * Q W/ HOOD - CEIL) r x �' csJV LU SCREENS Q - - (VOLUME CEIL) ��U I Q - 0 co 7'-0" 8'-0" 61-8" �� 6'-4" ( 3 2'-2" = 3'-2'1 5'-4" 15'-211 51_211 1 5'-411 ---------- ---- - --------� 26'-811 PATIO _ -------- IV-]" R HT) - 6" CONC - lu -O ----_-- I I - _--------- 2X6 I I ('>1 n n n n BLOCUGCOLL -- 5 0 ^ �`� MICRO - 10x10 WOOD n n cel p'V' I I 3080 � I I I I I I I I FINISH (TOP p ^ 4 I I FRENCH z = I I POST (TYP) ------ _ w - - - s 4'-4" AFF) L_ __j i = N � I I 1 � C FT -__--___ �F_ }Jt___1t__�t--��_ � QQ� 2x8 P.T. TRELLIS __-_______�___ a rn w 8 8'x4' i i b- 3 `t �t I I � 'n I I ►n ISLAND �r ENG BEAM -= r----------T.--,I u n co? -' 4 BEAM (TYP) 36 x BOXED TO - �" 2" SCREEN I I 911 (TYP) 0 - ,i l `4 X — — — — — — — — —— — — -- --- --------------------- -------------------------- I I - _________=ii- �II ii a LU - CO r I I _ II T — — — — ------------------ -iT-----------n-- `9MEDIA a - - ARBOR 01 9'x8' OYER-HEAD DOOR 9'x8' OVER-HEAD DOOR `x� ' VAULT VAULT (2) 3680 ( I - \0 6l m = - -1 ------- 1r ��==a�== - 904.272.5339 ------ @ (101_1" CEIL) ,n cA 2x6 P.T. TRELLIS - 2x6 WALL 2x6 WALL ' Building Dept: I I IOx10 WOOD 10 -1 8/12 INT 8/12 INT BALI I I _ 0 p -1- JOISTS m 16 O.C. I I I I � �, POST (TYP) WALL DOORS '� I I �� (TYPICAL) -11----------- J` 3 I I PITCH PITCH I I --------- cn p - 8" CONIC -- I-- HT (�1� I I Q -- I I BLOCK WALL lu --- ------ -- W/ STUCCO - 1 1 ------------ -- 11 1 1 --------------------i r--- ----------- . tlJ I u FINISH (TOP 3 -4 9 -0 2 -0 9 -0 31-411 _ 12 ® 4'-4" AFF) N4 I N4 31 .{11 ( 11 8'-8" 21'-911 i 11i- 111 51_411 I I �I_-i11 ii 51_211 il� 4'-8" 2�CJ'-8" r i®'-1° tt DECORATIVE ENG BEAM BEAM 411 L. I Y IIV FALSE N tt BRICK ACCENT - I ------ r WALL X WALL x �t I I 1 1 II-- -----il-- i BOXED TO (VO14 LUME CEIL) i BEAM HT i 911 (TYP) (� r ; �' 2x6 WAL — — —� ---------------------------- 2550-_- -------- ---- - -------- FOYER (2) = 1 IL' .,.{. ---------- I 1 ll 1 CEIL) 4 ------------11 II-------- - -`-- -- '� ---------------- /� p /� r- ccvv I I sir_.; 1_ 11 ENTRY I �tl\Cf'-SDE - -- 4n PROVIDE 6x8 FALSE 1 - - STEPS TO I I REAR BEAM (TYP) - m ( -' _ �— - - _ I I I I � CIO'-I" fE HT) � '�t!ll � NEE EDDE AS I ( COVERED _`_; 21'-9" I I �q 9'--i 11 21_011 1-4" -I'-q" 1 I1'-(o11 (o'-(o" 1 4'-0" `4 III ' VHVAC UNIT IN ATTIC OVER (RISERS 11 PAT 1 O I I DECORATI (HEADXD WALK-IN CLOSET/HALL NOT TO �q EXCEED I I (10'-I" i HT) i i � � BRICK ACCEN 81_0" AFF) 6 0 S.G.D. 6080 S.G.D. � cn _ W_ALL x 1 �I� II) I I -------- ---"� �"------------------ z ----- 1 -------- 2x 2x6 WALL 2x6 WALL 2x6 ----------------------v- --I --------- ------------- — - -I I - I I _I I F2�' II3' 4" 3'-6" 5'-2" l'-9" 61-6" I �'-5" 6'-8" 5'-11" ril 10'-9" 12'-8" ' BUILT-IN Q a m CURRIES i W W PWDR r- - 4 FIRE- r PER 1 (2) CEIU `' Q 0 4 4 PROVIDE 0 = BUILDER 080 Z STUD�I' SQ. ATG. TABULATION - - = PLACE - Z `4 3 c0 STEPS TO �Q `r 041 M (10'-111 CEIL) SUITE GRADE AS _ _ �y�b NEEDED 2x6 WALL 2x6 WALL 2x6 WALL (10'-I" CEIL) (RISERS FIRST FLOOR LIVING (MAIN HOUSE)— 2444 c� 4" CONC BLOCK 3080 — — - -' PLANTER WALL N FRENCH - m _ - NOT TO _ - 2880 � 4� PULL DOWN — �p , , GUEST AL LIVING LIVING 215-1 F'KT -' '19J ATTIC STAIRS— x EIXCEED 4714 0 ARCADE 190 3056 SH `� `r 11'-411 11 11 „ SIDE COVERED PATIO 309 19'-0" 21-1111 5'-0" 5'-0" 2'-11" 8'-4" 41-211 41-1 5 10 12 8 (HEAD m _ _ _ SCREENED PATIO 255 5'-0 AFF) - __ 2 REAR COVERED PATIO 191 11 ,^ —— V/ (2) �+ 2680 - -CEIL @ tt w ^ GARDEN DETACHEDSHEGDARAGE X02 = 4014 FXD GLS 4014 FXD GLS 0 N LO L1 q GUEST SUITE COVERED PORCH �2 c{1 (HEAD * (HEAD 0 — — — — — — — — 4550 cv 8 4= - - TOTAL COVERED N ^ V-011 AFF) V-0" AFF) m w 0 W 4 O l�`INERS tee , UU � 0 O OWNERS � O I I z I - - x Q WALK-IN lu m I m SUITE �,4TN I I z I Q c z W 120 1 (10'-I11 CEIL) U 2xro WALL 2x6 WALL O WM Z m 0 e (101_111 CEIL) C10'-1" CEIL) I I I in 0 W -. cD QlI - — �LNPRY � „ = NOTES: > Q WINDOW SEAL 9 -0 CEIL Q (101-1" CEIL) f _1 " 4 ---8 GONG —^ U tu PER BUILDER 24"h WALL 36 x36 I I W I I b I ul x TUB AT SHOWER U I 3 = BLOCK I - ALL EXTERIOR WALLS ARE DRAWN AT 6" NOMINAL TO o' W/ GLASS `v - _ WING-WALL m REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR OVER TO 2'-6" 3'-10" 2'-6" 2880 ISLAND I ( y 36"h BASE I I I r W 5ATH �'2 `r ^ WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT O cr Z �.. 9'-011 (TYP) _ PKT ( Q I -� CABS W/ L _ J p D 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE) I + — ti I 3 I ^ SINK f D I 1 (10'-111 CEIL) x Q Q I ACTUAL SIZE, SPACING AND GRADE OF LUMBER 0 r „ 0 1U 4= I TO BE USED SHALL BE DETERMINED BY BUILDER -' LL 3056 SH 19'-1" 3'-5" �0 81-10" �+ 3'-5" 10'--f" I I 9'-411 IGAS�) 3 0 5 8 Q-w 0 II �tD I M F I PRIOR TO CONSTRUCTION AND SHALL CONFORM \ --� (�, cn 8'µ0A AFF) �9 I I L I i _ 0 a1 tt TO ALL LOCAL BUILDING CODES \ < z ��vnn `9 ' I ►n 2 - ATTIC ACCESS TO BE 2211x301' MINIMUM m 0) Q v J BUILT-IN , _ __`Q _ _ L �p _ J (SEE BUILDER FOR PULL-DOWN O 411 CONC BLOCK x LINEN CAB - iv f 1 f cn STAIR FRAMING REQUIREMENTS) r ' PLANTER WALL I +j (� U Ltd 2x6 WALL 2x6 W LL 2x6 WALL 2x6 WALL 3056 SH 2030 FXD (TEMPERED) 2846 SH 2846 SH 1L 1 3 V) T N (HEAD g DBL 2x4 FRAMED (HEADS 8'-0" AFF) (HEAD 9 (HEAD m DRYER o J- 8'-0" AFF) EXTERIOR WALL TANKL SS 81-0" AFF) A/C 8'-0" AFF) VENT AT SHOWER (SEE GAS ATER "1 PLANS ARE DRAWN IN ~ —� BUILDER) ( I HEATS "I 4'h WOOD 2 1 FIRST ACCORDANCE WITH FENCE IPlan : K1518 I ' � � � � 1=LORIDA BUILDING CODE # 31-411 3'-6" 1-1'-1" 2'-6" 21-611 10'- 11 3'-3" 4'-01' 2'-8" 13'-411 FLOO'R fi I ,�, 5th EDITION 1201��, o 15-1077 SCALE: 1/4" = 1'-O" RESIDENTIAL 63'-411 81_811 AIZ 31'-411 GLENN LAYTON HOLIES of: 1 0 U U C � a N w o U N d o v c' U L i u �Urc0 :3 '''' Ua •3 4 -S O oaai E z3 O oo> U U) ` OL.O. Oy V L C 00 0-C Q O O" O` O >'< C C U 9 -0 CEIL 'a' _ U O O o O_ ,N O At SHOWER 3 / \ s o:`--TG OC' U`� (1) 0 411 �/ 0 (n o w L(7 p 3-. ° c a 5._0.. 3._0.. 3 _� 2 _6�� 3._4.. 3._ g._2.. 3 _O�� — o 0 3 L 5 o aN / _ T �` ��'° moo O -0 45 / \ 0 0 Y ou -0 U c0i �Y � aio�Y - _ 1 Z TREAD 36"h GUARD/ I 11999 Road WALL W/ ' STUCCO 1" NOSING FINISH U � \ // Orange ' ark VIL , z HEADER Z 6 d Z 6 d GL // U 10" II32073 HEADER HEADER TOJE BUILT-IN = -q-1 6LLI \ RUN / LU W w 9'- " LINEN GAB �+� - i 0 U) U I OPEN U _' U _' r A (SEE (K `� T�1'P RIS �RUN�TR ,4D I.I.HAN 38DRAIL _ _ 0 OPEN - 8 OPEN GLS BUILDER) 11-3 cA 0 dJ 0 c0 // V-0 �p —TO z w z - W W AFF Uj - cf7 x " 24"h WALL W/ 6� Uj LU 0 0 4 TUB GLASS OVER (15) RISERS g tl%" EACH _ 0 �., -----�� TO 9'-0" (14) RUNS G 10" EACH 'n L----- --------- -----J TREADS -S 11" EACH U) 3'-10" 2'-8" 3'-0" (W/ 1" NOSING) W Ag� RECESS SLAB 6" AT SHOWER ° 8" WIDE EXTERIOR FALSE STAIR DET� IL .� �BEAM _ , STAIR SECTION � 1 1-- SCALE: 1/4„ - 1 -0 Z SCALE: 1/4” = 1'-0" W 3 2'-1" mmj < 12 12 6"x8" FALSE BEAM (TYP) W c _ I I 6"x8" FALSE BEAM (TYP) LINE OF N VERIFY CEILING If -A r FIREPLACE VAULT 6' FRAMING w/ - I 10 4014 FXD GLS 4014 FXD GLS BUILDER PRIOR FIREPLACE TO FRAMING CB2JA3RN(o6O HEADER _ SURROUND DOORS - 0 PER BUILDER (SEE OPEN 0 ' - BUILDER) 22'-8" 12'-0" c4 8 to KJ'-0" No/ FIREPLACE � � � 8'-0" 14'-8" Ll904.272.5339 1'-4" 1'-4" Building Dept: I 5 FIR5T FLOOR INTERIOR DETAILS ENG BEAM 2846 sH BOXED (HEAD m SCALE:- 1/4" = P-0TO 9" (TYP) 6'-8" AFF) 2x6 WALL 2x6 WALL P.T. I I COVERED @ m 3 GUARD/ I I � 5 RAILPORCH - _ (TYP) I (V-1" R HT) 4" w 8'-0" CEIL - -- - -- -- -- -- cA OVER " '-2" TUB t 0 u 10x10 uzu�� I I a� 5 ' v4 I I WOOD N (K CrtUST - --- -- -- -- -}- PRE- - MIRROR I I (TYP) TPOST) Sly( I SOAP FAB -- — — — — (9'-I" CEIL) - -- - - - - — -- = , m NICHE — — —— — — — 'LINE OF / _ Q GARAGE Q BELOW (TYP)--} `Q TILE `r w X ATTIC Q Q 4 ACCESS N - www 1 C-4 �Q 36"h GUARD/ 3 I �� �� li 1 -0 I 2110 4 -10 WALL w/ m Q - TUB STUCCO _ �r - `tAC 61 FINISH ? 6 ctl 1 Q \D 16 N Q � ?66 N 8 1 I m J Q LU CEIL N I I = 7 SECOND FLOOR INTERIOR DETAIL _- � I N W U N 5C4LE: 1/4" = 1'-011 0 U 2x6 WALL 2x6 WALL SOAPI c W W m GUEST NICHE I OFFICE COPYO CO z 5ATN —� � UUJ NOTE: o W ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESEBUILDNCD�RAWING Ga�TOiNMPLYUOUS `� I = I o I � z � LL CODE CHANGES MAY REQUIRE ADDITIONAL I I PLANS ,ARE DRAWN IN cvQ DRAWINGS, ENGINEERING SERVICES, AND Imo— LINE OF c0 I ACCORDANCE WITH wll U J Z OR CHANGES TO THESE DRAWINGS TO MEET GARAGE O' CODE COMPLIANCE. POSSESSION OF THESE I BELOW (TYP) I FLORIDA 5UILDING CODE M � � PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION 5th EDITION (2014), AND ASSUMES THE RESPONSIBILITY TO L - - - -- - - -- - - - - - - -- - - - - -- - - - - - -- - - -J � v— O PROVIDE ALL ADDITIONAL REQUIREMENTS RE5IDENTIAL >, LO^ OF LOCAL BUILDING OFFICIALS TO MEET N U N U LO COMPLIANCE. U U C U W 3 V) �' CV NOTES: 2 AV 7 O 1 - ALL EXTERIOR WALLS ARE DRAWN AT roL T NOMINAL O REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT Plan #: K1518 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE) SECOND FLOOR FLAN ACTUAL SIZE, SPACING AND GRADE OF LUMBER JOb #: 15-1077 TO BE USED SHALL BE DETERMINED BY BUILDER TO CONSTUCTION AND SCALE: 1/4" = V-011 TTOIALRL LOCAL BRI DING CODES ALL CONFORM SHEET NUMBER , 2 - ATTIC ACCESS t0 BE 22"x30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS) GLENN LAYTON HOMES Of: 101 U U � C — N NOTE: N w o a ° y> v � -j ALTHOUGH EVERY HEEFFORT WAS BEEN TAKEN v 012 12 TO PREPARE DRAWINGS TO COMPLY Z v d 3 c v S 8 WITH LOCAL BUILDING CODES, CONTINUOUS 0 o a 16 E O o o w ® a CODE CHANGES MAY REQUIRE ADDITIONAL � ° n U `o- _� fn a� o c DRAWINGS, ENGINEERING SERVICES, AND fn w m�° °U C, U) o c v°i OR CHANGES TO THESE DRAWINGS TO MEET Q 0 " a-0 - TQ c-0 o a iv' CODE COMPLIANCE. POSSESSION OF THESE " o c o 0 �'n-.N o PLANS ACKNOWLEDGES THAT THE PURCHASER o� a E�2 v t o o ° v E o HAS BEEN INFORMED OF THIS INFORMATION ° o'a 3 U rn c CD N AND ASSUMES THE RESPONSIBILITY TO �'� v N o v L0 •3�° o n Q ENG ROOF TRUSS PROVIDE ALL ADDITIONAL REQUIREMENTS N Ij a a o c o v °' PER MANUFACTURER OF LOCAL BUILDING OFFICIALS TO MEETAd E 2 2 0 2 .0 O T�a O.3 COMPLIANCE. v m . v v v In r_ IV= E N d `o-Eao V) 7.- O O L O t- (TYPICAL) 12 1 Y ° v-av v v 1 6'-011 Q4 4 1999 W ells o, ----- -------\ V'- -oil MIRROR 12 S \I " WIDE I 2x8 RAFTER TAIL Orange Park, I I �, 12 12 -1 SCABBED TO 4 v 4 FALSE BEAM TRUSS (TYP) 32073 1lu W I ' - - li 100-1" fE HT (n " 6"x8" FALSE I BEAM (TYP) ENG BEAM W W ENG BEAM I I BOXED t0 I 2x6 9" (TYP) BOXED F M z 9" (TYP) 1 2x6 STUD I BRACKET STUD LIVING WALL WALL s uD ; = 12 12 — BRACKET COVERED I WALL ----10xIO WOOD S �8CIO PATIO MEDIA POST (TYP) 0 10x10 WOOD i 4" CONC SLAB W/ i W POST (TYP)— I 6x6 10/10 W.W.M. NC r , ' ON 6 MIL V15OUENE i SLAB ENG ROOF TRUSS OVER GLEAN, WELL 12 v I I I 4" CONC SLOPE FOR COMPACTED, TERMITE SLOPE FOR I PER MANUFACTURER Q SLAB DRAINAGE TREATED FILL-] DRAINAGE FIN FLOOR (TYPICAL) -OF HOUSE EL: IL0 O J __ _____ 1-111-111-111-111-111-111-111-111-111-111- 1-111-1117 _ _ ___ _-_ a 1 =111= I = =- 8" CONIC BLOCK FOUNDATION III=I I-I - �; = =III= I=�I _ � IL71III= III- 2x8 RAFTER TAIL III= WALL ON CONC FTG PER -I - -F =II I i SCABBED TO =III =III- =III= I= ENG'S DETAILS (TYPICAL) VIII =I I I TRUSS (TYP) cn I = I = III= = - I = - _ - I 2x6 GUEST 2x6 W - STUD = 5ATH STUD 12 - - ---- _Ti-----' WALL WALL 8 Q � -------------- THROUGH SECTION r-3 5 U) SCALE: 1/4" = 1'-O" 16" ENG FLOOR ��------------- I TRUSS PER W MANUFACTURER _x 2x6 P.T. TRELLIS ENG BEAM/ W JOISTS m 16" O.G. GIRDER TRUSS 1 [` I ENG ROOF TRUSSES PER ENG ROOF TRUSSES PER I j8'-I" fE HT - r-- - - TRUSS MANUFACTURER TRUSS MANUFACTURER TRELPLIS BEAM i 1 Ii GALVALUME METAL ROOF 12 GALVALUME METAL ROOF FINISH CEILING W/ I I PEEL E STICK PEEL E STICK 5/8" TYPE "X" G.W.B. i I 8 S CONC BLOCK /� 2x6 j ROOF SHEATHING 10x10 FINISH = ` ARAE _ ROOF SHEATHING WALL W/ STUCCO 2 0 I STUD I WALL I i WOOD - HURRICANE CONNECTOR HURRICANE CONNECTOR _ 1 AT EACH MEMBER PER `�': ' '• '•'< AT EACH MEMBER PER 0 POST : . < ENG'S DETAILS -' _` 2x6 ENG'S DETAILS �9 STUD 4" GONG SLAB W/ 1 j Phone: :`.: _ :'. WALL 6x6 10/10 W.W.M. I i .904.272.5339 _ 12 12 �t ''. : . ON 6 MIL VISQUENE FIN FLOOR `iv ' ' OVER GLEAN, WELL j FIN FLOOR EL: 11.0 _ EL: 11.0 _' COMPACTED, TERMITE I OF HOUSE - - O BuildingDept: SPRAY FOAM Y OF HOUSE i FIN FLOOR �t P •.•. .'..••.•' .. TREATED FILL ` INSULATION -� ;.••.:•••' /^/ W -GARAGE _ -' EL: 9bl 1 --GALV EAVE DRIP -III I-III-III- OF --GALV EAvE DRIP IN ROOF CEMENT III - IN ROOF CEMENT yl/ PEEL s STICK _ - _S" CONC BLOCK FOUNDATION -III III III I--III _ _ W/ PEEL STICK 11 I —III III; 1-111 - =1 I 1=1 I 1 I_I--==11 I —I 11 ISI 111 I = LAPPED OVER st LAPPED OVER -III=III=III= = I - III-WALL ON CONC FTG PER Ix6 TtG DECKING S' I� Se 5/4"x2!z" FURRING - III I 1=1 ( II - 1= I �I ENG'S DETAILS (TYPICAL) III 1=1 ( II I 5/4 x2 z FURRING 2x6 TRIM W/ (2) 2x6 TOP fE 1x6 TtG DECKING \ , viz" 45' BEVEL 1x6 T4 DECKING -------------- � viz". SHEETROCK 2x8 RAFTER TAIL N 2x8RAFTER TAIL TO� }""� SECTIO 1x10 TRIM - (WALLS t CEILING) SCABBED TO TRUSS SCABBED TO TRUSS 4 2x8 BIRD STOP/ 91i4" 3, 2x8 BIRD STOP/ SCALE: 1/�4 = 1 -0 • ? FIRE-BLOCK FIRE-BLOCK 2x8 FRIEZE W/ 2x8 FRIEZE W/ I/Z" 45' BEVEL \� iz 45' BEVEL (ANGLE CUT TOP m (ANGLE CUT TOP TO BUTT W/ TO,,BUTT W/ (DETAIL) FIRE-BLOC FIRE-BLOCK) 3.. Ix TRIM 2 _4 2'-4" OVERHANG 12 12 DECORATIVE S S BRACKET ENG BEAM BOXED TO S" 3 1x10 TRIM 5 5 TUCCO FINISH ------------------ ----------- 2 2'-4" OVERHANG MIRROR ENG ROOF TRUSS 12 10'_1" 2x6 STUDS (SPACING OUSE-WRAP i TYP (TYPICAL) 1 'Q 4 It HT PER BUILDING CODE) fE HT ALL SHEATHING 9 -1 fE Htl - 1 u R-19 INSULATION I I 10x10 WOOD POST CONT RIGID CONNECTOR BOXED TO 1 ENG BEAM 2x8 RAFTER TAIL 1 0 PER END'S DETAILS 9" (TYP) i I TRUSS B(TDP) I !:I 2x6 12x6 PROVIDE FIRE CAULK - BRACKET STUD COVERED WALL GUEST WALL AT ANY GAPS BET WEEN 10x10 WOOD PORCH I SUITE _ � Posr (TYP)-- I I I FRIEZE AND BIRD STOP/ i BEAM - FIRE 5LOCK AT OVER- Rai GUARD/ - ' " PER J S i W = 2x6 P.T. SOLE f� HANGS WITHIN 5 OF I T ENG FLOOR TRUSS PER DETAILS U U PROPERTY L INE I I MANUFACTURER i 4" CONC SLAB W/ ' I I I Q FIN FLOORITE 1 z w M V 6x6 10/10 W.W.M. - - - - - I nMn 00 Z 4" CONC SLAB ON 6 MIS vISQUENE S'-1" fE HT 1 I N w u..� — OVER CLEAN, WELL _ _ _ _ 1 I SLOPE FOR COMPACTED, TERMITE I I FINISH CEILING W/ 1 I _ ' ` TREATED FILL I I 5/6" TYPE "X" G.W.B. I ' v DRAINAGE 1 1 I S" GONG BLOCK U ' i SCREEN WALL W/ 1 I ' STUD I STUCCO FINISH p 7 }- rr LL FINISHED EL: 110 FINISHED a STUCCO SCREED = I I GARACE i WALL-- i o L EL: 11.0 FLOOR 2" FORMED LIP O FLOOR GARDEN I i „ CV I IT h� 11° 1 SHED SCUD I i :.... .:,. - 8 CONC BLOCK '-7 -- -- °-=-=°a-----s- --a _ ' ' I WING-WALL d - `f L -- a iI I I= = I- II° STUCCO FINISH OVER WALL 6x60/10 W.W.M. / I j ' UTILITY * m \ V J =rrr;�n rrr-rrr�r-rn fl —STUCCO FINISH OVER _ _ 11 ° I I i - I -III—I FOUNDATION WALL 1 ON 6 MIL VISQUENE 1 `� Q u FOUNDATION WALL 8" GONG BLOCK III-III= i I I OVER CLEAN, WELL 1 I '` ' 1'�4RD FIN FLOOR O 8" GONG BLOCK _I _ n FOUNDATION WALL W/ i 11=I FIN FLOOR I I I'. - EL: 11.0 I I-III= :. OF HOUSE T FOUNDATION WALL W/ ==1 - n FINISHED GRADE EL: 11.0 OF HOUSE I COMPACTED, TERMITE 1 :' _ _ LO ALL CELLS FILLED SOLID 11 FINISHED GRADE ALL CELLS FILLED SOLID- _ _ _ _ = v II 1 TREATED FILL I "I III—III II = COURTYARD I I p _ = I ii 4.. _ _ 411 _ 4 CONIC SLAB I:. V VERTICAL RODS _ II FIN GRADE _ 3 = O N I VERTICAL RODS -III-III= EL: 9.5 - _ _ _ _ III- i PER ENG'S DETAILS I PER ENG'S DETAILS - - I -III=III- - I - _ _ - - - - - _ -1 _ - - - - - _ v =IIIEfl I=I II 4" MIN - FIN FLOOR OF - - _ - - _ - ! =III= GARDE SHED -� I- = I� _I S GONG BLOCK FOUN A ION -= I_ I - _ D T ( III 1— II° III—( III E II I— -I WALL ON CONC FTG PER I III- I I I III-III _ S - I ENG'S DETAILS (TYPICAL) I I _ N _ II _ — — _ _ _ III " Ii lI II II II II II ---- 1=1T11 I _�_ i; ------------- IF ' II II 1=1Ti- Plan #: K1518 I�° ° -1 I II I 1=1 11=1 1I- =I III=1 i CONC FOOT ap • I• • i as a°a• °a<I• • ° ------- -------------- " Job #: 15-1077 � - CONC FOOTING W/ -III INC W/ PORPVIDGE DRAINAGE YARD OFFICE=I _ CONT RODS PER III—I _ _ _ = 1 CONT RODS PER ENG'S DETAILS -III---_ ENG'5 DETAILS (2) RISERS 6 EACH THROUGH G -III—III—III--III—III—I I ' =1 I—III—I 1=1 1=1 1=1 I ' (v RUNS g 1z" EACH rE�� (VERIFY ON SITE) TYP ®� ST® � ALL SECT 2 SCALE: 1/4" = 1'-O"J ARCADE/PATIO SECT 1 E SCALE: 3/4" = 1'-0" SCALE: 3/4" _ ''-®" GLENN LAYTON HOMES of: O - I U U C C vi 0 w , +J '— d- 3 > o 41 o Q o p r v E p 12 TRUSS MANUFACTURER Q w r` o a T c c 4 r.- 1 c PER ENG'S DETAILS ENG ROOF TRUSSES PER O-aa> o U 0 o y fn o � Q7� . o ti x6 R ENG ROOF TRUSSES PER cn o �,s.. � o � rn -•._ o rJ. S GALVALUME METAL ROOF TRUSS MANUFACTURER �.-o° o - QQ o aL 6 12 PEEL a STICK GALVALUME METAL ROOF E= C) c I_ N 12 PEEL a STICK GALVALUME METAL ROOF o o_..,o mmmmmimmmmmmomm S ROOF SHEATHING 12 .o o n 3 c o c a N PEEL a STICK O c y o ` I•q 0 � O :c -_ ROOF SHEATHING T °N' 2 w o'y 0 >' _ `o' _ •. 8 8 ROOF SHEATHING p j ,, v a0 in n CV p y o 3 0 1 HURRICANE CONNECTOR : • '• 2'_011 HURRICANE CONNECTOR `�' c°r ''E c ° `-� o o AT EACH MEMBER PER I,'•:'•:' 2'-0" HURRICANE CONNECTOR Y v �"�� v Y AT EACH MEMBER PER AT EACH MEMBER PER 1 ENG'S DETAILS I �•'• '.' : ENG'S DETAILS '� :'.::'•::;• END'S DETAILS I GALV EAVE DRIP IN ROOF CEMENT W/ PEEL a STICKN. 12 `• 12 1 ' LAPPED OVER ` SPRAY FOAM Q - 5/4"x2liz" FURRING INSULATION : : : _ SPRAY FOA 5/4"x TRIM ? �. ' ------- !'• : : : /^% INSULATION (n 1 Ix6 TaG DECKING 2x BLOCKING 2x6 BIRD STOP _GALV EAVE DRIP / 1x TRIM CORNERS IN ROOF CEMENT _GALV EAVE DRIP OPEN FOR IN ROOF CEMENT W W I 5/4"x TRIM W/ PEEL a STICK AIR FLOW (2) 2x6 TOP fE -- LAPPED OVER (2) 2x6 TOP fE A PEEL a STICK z 1x6 T4G DECKING sr$° LAPPED OVER WINDOW - 11 1/2" SHEETROCK 5/4"x21i " FURRING iz" SHEETROCK i UNIT 0 11/2 SHTG (WALLS a CEILING) 2x6 TRIM W/ z (WALLS a CEILING) 5/4 x2�z FURRING 0 PAINTED V-211 I -2 OVERHANG '1/z" 45° BEVEL Ixro TaG DECKING 1x6 TaG DECKING LINE OF BLACK Q FIXED 1xIO TRIM 2x8 RAFTER TAIL SHUTTER 5/4"x SILL • 15' SLOPE SCABBED TO TRUSS 2x8 RAFTER AF SCABBED TAIL W WINDOW UNIT Ix TRIM gni 1 2x8 BIRD STOP/ FIRE-BLOCK 2x8 BIRD STOP/ 5/4"x SILL FIRE-BLOCK v GALV COUNTER FLASHING W/ HOUSE-WRAP 2x6 STUDS _ � 2x8 FRIEZE W/ 2x6 STUDS 2x8 FRIEZE W/ LAPPED OVER (SPACING PER �� 1/2" 45° BEVEL (SPACING PER 1/2" 45° BEVEL O J 1 lx TRIM = BUILDING CODE) 6' (ANGLE CUT TOP (A BUTT U 1 GALV FLASHING TO BUTT W/ BUILDING CODE) (ANGLE GUT TOP Q OVER PEEL a STICK R-1g INSULATION (DETAIL) FIRE-BLOCK) _ FIRE-BLOCK) 12 3° Ix TRIM R-1g INSULATION 2'-411 cn ® � DECORATIVE 1 2'-4" OVERHANG -31-011 CONT RIGID BRACKET ENG ENG ROOF TRUSSES PER CONNECTOR PER BOXED TO g" CONT RIGID Z CONNECTOR PER cn TRUSS MANUFACTURER ENG'S DETAILS 1x10 TRIM ENG'S DETAILS W V_1 HARD!-LAP SIDING 2'-4" S.-III HARD[-LAP SIDING 2 -4 OVERHANG HT HOUSE-WRAP DORMER DETAIL SECTION I 2 HT HOUSE WRAP ; Q WALL_SHEATHING WALL SHEATHING (!) SCALE: 3/4�� = 1�-011 � SCALE: 3/4�� = II-011 � I 10x10 WOOD POST W Ss r 2x6 P.T. LOP RAIL PROVIDE FIRE CAULK 5/4"x4 P.T. EACH SIDE AT ANY GAPS 5ETWEEN ENG ROOF TRUSSES PER FRIEZE AND 51RD STOP/ 2x6 BOTTOM fE LAP PEEL a SLICK TRUSS MANUFACTURER 8" UPWALL W/ HOUSE-WRAP 2x6 BOTTOM fE GALVALUME METAL ROOFF LAPPED OVER FIRE BLOCK AT OVER- 12 PEEL a STICK I6" ENG FLOOR TRUSS 16" ENG FLOOR TRUSS }-IANCrtS WITHIN 5 OF PER MANUFACTURER PEEL.'a STICK OVER 2x2 P.T. SPINDLES PER MANUFACTURER ® S ROOF SHEATHING 3/4" 9U5FLOOR 5" O.G. 2'-011 HURRICANE CONNECTOR 3/4" TaG FLOORING PROPERTY LINE 5/4 x6 DECKING ON 3/4 TaG FLOORING AT EACH MEMBER PER 2x P.T.SLEEPERS W/ .;:;:;'..• ENG'S DETAILS COUNTER SLOPE ` � e - �,.. FINISHED 5/4"x6 P.T. EACH SIDE FINISHED FLOOR _ Building Dept: ; .�: . .;. FLOOR �•` . .• 12 � ------ --GALV FLASHING SPRAY FOAM 't t -- - -- _ __ GALV DRIP W/ W/ HOUSE WRAP INSULATION ? 1'-411 CONNECTOR PERPEEL 4 STICK I'-4" (OPTIONAL) _� 1 2x10 P.T. LAPPED OVER LAPPED OVER NAILER ENG'S DETAILS- - -GALV EAvE DRIP == 1x2 P.T. TRIM =- - (LINE O WBAND / IN ROOF CEMENT - -- -- 5/8" TYPE "X" G. B. J W/ FEEL a SLICK 1x10 CONT BAND TRIM m COVERED st" `' LAPPED OVER ' PORCH) 1x6 T4G\D ECKING 1�� " GAP (MIN) 5/8" TYPE "X" G.W.B. (2) 2x6 TOP fE s° i 5i8" TYPE "X" z 5/4 x2/z FURRING 1/2" SHEETROCK SHEETROCK I 1 Ix6 TdG DECKING 2x10 P.Ti DECK JOIST PER ENG'S DETAILS (2) 2x6 TOP fE INTERIOR TRIM (2) 2x6 TOP ff'_ (RIP FOR PER BUILDER 2x8 RAFTER TAIL I/4" / I'-0" SLOPE) 4 / SCABBED TO TRUSS 1/2" SHEETROCK 1/2" SHEETROCK (WALLS) JOIST DANGER HEADER FRAMING 2x8 BIRD STOP/ PER ENG'S DETAILS PER ENG'S DETAILS FIRE-BLOCK 2x6 TRIS"I W/ 2x8 FRIEZE W/ viz" 45 BEVEL 45' BEVEL STUCCO FINISH (ANGLE CUT TOP TO BUTT W/ 2x6 STUDS (SPACING HOUSE-WRAP FIRE-BLOCK) PER BUILDING CODE) WALL SHEATHING 2'-411 2'-4" OVERHANG WINDOW UNIT PER MANUFACTURER 8 _11 CONT RIGID CONNECTOR R HT INTERIOR TRIM \ fE Ht PER ENG'S DETAILS PER BUILDER , JAMB fE HT 2x6 STUDS 2x6 STUDS 2x6 STUDS (SPACING PER ' HEAD \ (SPACING PER STUCC , FINISH STUCCO FINISH (SPACING PER / I BUILDING CODE) BUILDING CODE) BUILDING CODE) STUCCO HOUSE-WRAP HOUSE-WRAP �\ FINISH R-19 INSULATION I )x HARDI- (OPTIONAU WALL SHEATHING WALL SHEATHING R-Ig INSULATION R-1g INSULATION \ TRIM (OPTIONAL) (OPTIONAL) 2x4 BUCK CONT RIGID CONT RIGID _ CONNECTOR PER CONNECTOR PER CONT RIGID �_a ILL - ENG'S DETAILS ENG'S DETAILS CONNECTOR PER ENG'S DETAILS t I STUCCO SCREED 2x6 P.T. SOLE fE \ / 2x6 P.T. SOLE IE STUCCO SCREED 2x6 P.T. SOLE fE EXPANSION JOINT STUCCO FINISH i EXPANSION JOINT STUCCO FINISH OVER EXPANSION JOINT W FOUNDATION WALL ' ` HOUSE-W RAP v U .� FINISHED ' STUCCO FINISHED FINISHED FINISHED FLOOR WALL SHEATHING FLOOR 1 FLOOR FINISH 4 CONC SLAB W/ COURTYARD FLOOR U) OF HOUSE OF HOUSE 6x6 10/10":W.W.M. OF HOUSE FINISHED GRADE OF HOUSE Z EL: 11.0 STUCCO SCREED EL: 11.0 STUCCO SCREED Ix HARDI- EL: 11. ;� o W W � 1 TRIM I 4 GONG SLAB W/ MM 4" CONC SLAB W/ \ 4" CONC SLAB W/ ON 6 MIL VISQUENE O 1 0 W 6x6 10/10 W.W.M. 2x4 BUCK 6x6 10/10 W.W.M. 1 OVER GLEAN, WELL I 6x6 10/10 W.W.M. j — J > ,t n° II° COMPACTED, TERMITE u° _ _ _ ON 6 MIL viSQUENE 1i_411 ON 6 MIL VISQUENE tt il° OVER CLEAN, WELL a -' OVER CLEAN, WELL n TREATED FILL 1'-6" EL: g.5 ( III III—III III=1 = ON 6 MIL VISQUENE _ U FIN COMPACTED, TERMITE a STUCCO FINISH OVER II ° OVER CLEAN, WELL II d FLOOR a FOUNDATION WALL ,_ (2) 2x4 BUCKS COMPACTED, TERMITE ii FIN FLOOR FIN FLOOR ii ° ~ PROVIDE WATER-PROOFING FIN COMPACTED, TERMITE n STUCCO FINISH OVER _ U � TREATED FILL II TREATED FILL 11 11 FLOOR II FOUNDATION WALL O cr 7 OF GARAGE — II TREATED FILL p L EL: 967 GARAGE ° � lx HARDI-TRIM EL: 9 7 11 GARDEN 8" CON( BLOCK GARAGE � _I II cc FINISHED GRADE STUCCO FINISH FIN FLOOR a 2 SHED EL: 9b� -__-_ -__-- 0 - T a --- ----------- -°--�---�----- II II = = FOUNDATION WALL W/ � a FINISHED GRADE O 1 < �- II OF GARAGE ° LL II °°--=--�"--a -- -- -- °---= - ° Ait ON FOAM - 4 _ -__�d_� II ALL CELLS FILLED SOLID ° II7Tr-_M=71Tr= 1T-7 II 41 _ -17rr1T-7n1� II II -III—I 11= � .J17 X77:7=Tl1—�lT� __ II �Tr-nT=Tn �Tr=n411 m— . , _ rIT--rn--1 rr�rlr-rrl--I —III- CONC FOOTING W/ II I I1 I I1 I II 11=1 1 11 _ -_ 8" CONC BLOCK I I=1 I Ii I I_- �j I I—III=III= I I 1 I I—III I 8" GONG BLOCK —III- _- �I = I I=I I I=III—III=III= 1 VERTICAL ROD III— ° �i III= - RODS EACH WAY FOUNDATION WALL I - 1 II III—III I 4 MIN - _ FOUNDAtION WALL = - II III III—III— —�I PER ENG'S _III III= II =� =� PER ENG'S DETAILS 8 GONG BLOCK 1 _ �— -n - _ u n 4 MIN W/ ALL rIELLS -� II 1= =1 I I W/ ALL CELLS =1 ' II• — _ I_ DETAILS I, FOUNDATION CEL WALL I_=i— III=III — N =1 11=1 I I—I I _ =1 I I I I—I��—I I W/ ALL CELLS - -� u = ��� 1=1 11=1 I I 2 `— O ~ FILLED SOLID , ii° I-I I r_ \ FILLED SOLID I. ii° _III- I ' I ° II° III—I I I FILLED SOLID - I ° II° I 1=III_ u; (V U LO VERTICAL RODS I I ° ° II ° GONG FOOTING W/ ° ° II , CONC FOOTING W/ II , ° °a a • • °• ° i i VERTICAL RODS - °a° • ° °• ° iii_ °a • �• ° °• ° —III= VERTICAL RODS 1 °a IIS ` °• ° CONC FOOTING W/ Q v Lj,� PER ENG'S I I �I` ___ I—CONT RODS PER 211 PER ENG'S °<<`�__� ° = CONT RODS PER —III— °`� -_ III l _ CONT RODS PER 3 (n (� ENG'S DETAILS °--' ENG'S DETAILS ° --- PER ENG'S O _ _ 111 —I 1- 11= - �I END'S DETAILS FFA �" p = 0 DETAILS DETAILS —i— _ I= DETAILS 11 1 1—III III-1�I—I I°I—I 1111 °— ° ° IIII=1 I I=1 I I1 I I° ' '=1 I I=1 1 11 11=1 11=1 I I I I I I 1=1 11=1 11=1 11=1 11=1 I I 11111_111—IIIIII—III- 1= _ _ I - I I=1 I I III—III IIII Plan #: K1518 TYP CSA -'ACBE WALL SECT 2 GARDEN SHED/ COV'D PORCH 3 TYfD TWO STORYWALLJob #: 15-1077 �" � SCALE: 3/4" = 1'-O" SCALE: 3/4" = 1'-O" SCALE: 3/4" = 1'-O" L d 0 (j U C N N (n 12 12 - vj v +, ° N s GAL VALUME S (�. a S U O ` Baa> a�iE -0 O pCN (n v � v p_1(� vy METAL ROOF p, p o 0 oc (TYPICAL) a o ��- nU � `Q o•c N c L v T C� O p ry)" T�, p-2-2 v a Oda U5_w 12 PITCH BREAK 12 oocoU �� a0c � N Q p . •; 0 O p E p_N v N U C O Q N Lo V d0 0 U C w �+0+$S .N ` O O O._ p m `� aci n n N p N o E `3� 9'-i" IE HT- - 12 12 Y o -0 Q U OO `� FE 2LY - 2x6 CORNER S ® a S ' ' 1 ' , DECORATIVE TRIM (TYP) - - -- BRACKET FIXED SHUTTER ENG ROOF TRUSS Orange Park, FL 10x10 WOOD (TYPICAL) (TYPICAL)ER UFACTURER POST (TYP) 12 HARDI-LAP - SIDING (TYP) S 12 ENG BEAM 12 cn � NOTE: P.T. GUARDRAIL ALTHOUGH EVERY EFFORT HAS BEEN TAKEN (TYPICAL) ¢ BOXED TO a w W TO PREPARE THESE DRAWINGS TO COMPLY 9" (TYP) WITH LOCAL BUILDING CODES, CONTINUOUS 2x10 CONT 12 _ _ z CODE CHANGES MAY REQUIRE ADDITIONAL FIN FLOO 10'-I" {� HT DRAWINGS, ENGINEERING SERVICES, AND _ _ _ _ _ BAND (TYP) OR CHANGES TO THESE DRAWINGS TO MEET c{ll�t CODE COMPLIANCE. POSSESSION OF THESE `t -- PLANS ACKNOWLEDGES THAT THE PURCHASER _' _ _ _ _ :'•.;L• ' •• 2x8 RAFTER TAIL SCABBED TO HAS BEEN INFORMED OF THIS INFORMATION 8'-1" � H TRUSS (TYP) AND ASSUMES THE RESPONSIBILITY TO STUCCO FINISH RACKET PROVIDE ALL ADDITIONAL REQUIREMENTS (TYPICAL) :. . .. OF LOCAL BUILDING OFFICIALS t0 MEET : " 6 W ... :. 2x PS T. TRELLIS COMPLIANCE. _ r , Is t, 16" O.C. SUITE *2 - V COURTYARD L--- 2x6 2x6 WALL - STUDSTUD - ' (DETERMINE :• ..:. -_-' WALL 4" CON( SLAB W/ WALL : _J c0 --- 2x8 P.T.. 6x6 10/10 W.W.M. ON SITE) _ TRELLIS BEAM ON 6 MIL VISQUENE Q OVER CLEAN, WELL - - 10x10... SLOPE FOR 4" CON( COMPACTED, TERMITE :.. (n - --- WOOD POST' DRAINAGE �+ FIN FLOOR SLAB TREATED FILL HOUSE FIN FLOOR EL: 11.0 z - - _ -_ - - V J COURTYARD ! --STEP DOWN m III-III- W FIN GRADE 36"h GUARDWALL _------_-------i--_! W/ STUCCO FINISH ARBOR INTO III III- _ S" CON( BLOCK FOUNDATION III-_III < GARAGE ( I WALL ON CONC FTG PER 7` \` _I—I I — — �I III--I _ - ENG S DETAILS (TYPICAL) III- III w THROUGH SECTION/ COURTYARD ELEVATION- 1 0 OVER-HANG WITHIN 5 OF PROPERTY LINE SCALE: 1/4" = 1�-011 TO BEPROTECTED WITH FIRE-BLOCK IN LIEU OF FIRE RATED MATERIALS PER VARIANCE "V-15-I1 ---5/4"x CAP OVER 2x6 HEADER TRIM (TYP) — —N — —— — — —— i 1 • WINDOW 2x4 TRIM II I N I UNIT (TYP) 4112 �r I � } Building Dept: N - - 2x SILL (TYP) - - - - - - - - - - - - - -- - - - -- - -- - - - - - - - /12 8/- 1i- cV I 2x6 APRON 1 I � 4-I r► «, I (TYP) GUARD/NAND RAILING NOTES I. TOP OF GUARD-RAILS SHALL BE A MINIMUM OF 36" AFF - - - -- - -- - - -- - I I T'I'P WINDOW TRI1�I 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BE A A� 1 8/12 8/12 I I I I / 8/12 4112 a� LAI SIDING MAXIMUM OF 4" A 4"0 BALL SHALL NOT BE ABLE TO PASS) i /12 —� I I I I I V ROOF LINE �� 1 3. TOP OF NAND-RAILS 36" AFF 4412 I I . I (TYPICAL) (V t _ � - 1 L -- -� sTRu OF 1 1 1 1 (TYPICAL) I 8/12 4112 - - - - - 4/12 r 0 -011 I -- - I I - - - - - - - - - - - - - — 77 8 4/12 8/12 8/12 r —I— �f— —I—— I I 1 12 12 e I s 1 I-- - - -- -- -- - - -- -' — � 8/12 I 4112 PITCH BREAK a8 12 CHIMNEY CHASE W/ CRICKET � I GAL VALUME - � METAL ROOF / 1 (TYPICAL) 8/12 ENG ROOF TRUSS N —2 1 PER MANUFACTURER (L Z (TYPICAL) , \ U I C) 4112 �- X12 8/12 - - - - 12 Q 8/12 � Q � Q � z � 1 - - 0m � — o LL.I z 412 10'-1" fE HT 10'-1" fE NT > — U —� 1 Uj � U " '.• '. . ' 2x8 RAFTER TAIL L - - - - - - - - --- - - -- -- - - 2x6 : SCABBED TO :.. :' p - - -- - - - - - - - - - - - - - r t� --2x6 STUD II TRUSS (TYP) It z �'- 111 10x10 WOOD I L.L STUDWALL WALL ENG BEAM POST (TYP) p � � Q U_ BOXED TO SCREEN 3 OVER-HANG WITHIN 5' OF PROPERTY LINE LAUNDRY HALL STUDY 9 (TYP) ; .. � _ 0 z D ' 10x10 P.T. I ENCLOSUREcn I TO BE PROTECTED WITH FIRE-BLOCK IN LIEU OF - (TYPICAL) 0 m \ Q FIRE RATED MATERIALS - PER VARIANCE "V-15-11 4 CON( SLAB W/ 6x6 10/10 W.W.M. WOOD POST Q O ON 6 MIL VISQUENE 4" CONG ! OVER CLEAN, WELL SLAB a� a� CV U Lo COMPACTED, TERMITE SLO FOR W ~ TREATED FILL DRA AGE 3 (/) = CV ROOF FLAN EL: 110 FIN FLOOR 1/8" / 1'-0" EL: 11.0 Q O • O -• FIN FLOOR SCALE:. I/a" = 1�-011 _ 1 -I ill-I 1-iii- - ---_= 1-I 1=1 = - - _ - - - :. • • J � � � III � I III--III—I I I_I IIII—III III— — -IIIIII—_III COURTYARD FIN GRADE 8" GONG BLOCK FOUNDATION I-I I i - _ _ I—III— � -1II—III II II— I I1= I—III II Plan #: K1518 III=1 ALL ON NG.5 DETAILS (TYPICAL)NC FTG RI II—III= III- I III III- "SEALED ROOF" 5Y.5TE1�I =1 - —1II� ;III- it 111lI_ 15-1077 (NO ATTIC VENTILATION) I l l l i l l i l I,; -I I I - SHEET NUMBER IIOFFICE COPY THROUGH SECTION/ COURTYARD ELEVATION 2 SCALE: 1/4" = 1'-0" GLENN LAYTON HOMES of: 10 U U INSTALL METAL ROOF OVER s� FLANGE AT HEAD w GALVALUME METAL ROOF N s�'� j 0 (INSTALLED PER �' E. N o 3 `' �°, MANUFACTURER'S SPECS) ° ° ° 5 ° ty��. D2 O c o j ? E a 0 c y OVER PEEL E STICK OPTIONAL - PROVIDE LEAD VENT OVER PLYWOOD SHEATHING 0 o C o v � 20 � o 0 U) o v5:5` ao U TQ �•- w BOOT WITH INTEGRAL FL NGE - (PER END'S DETAILS) Q -L ° ° o•`o_ OVER ROOF MEMBERS !a °..o c — �3 y o� aEY° �c°� L d60 ° $ tE ° ° o. ,. o U v y ` o VENT STACK - SEE BUILDER FOR C° 3 c ° N L L O c O SIZE < LOCATIONS O �° c ` _po 6 `� O E Cn V d 0.9 U C U uJINDOUJ INSTALLATION ! -91 METHOD A—IJ PRE—FORMED FLEXIBLE OOT T E" `) C E N ° co° E 3 WEATHER RE5ITIVE BARRIER (WRB)APPLIED PRIOR TO THE WINDOW IN5TALLATION. FLASHING W/ INTEGRAL FLANGE ° N c °_0 E c E ° n` ° o SET IN PLASTIC ROOF CEMENT Y o ���� U U OO Y ~ � °�Y FLA5HING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. -- SECTION A INSTALL FLANGE OVER STEPS THROUGH WINDOW JAMB / (DINWATER SHEDDING FASHION, METAL ROOF AT BASE i STARTING AT THE BASE OF .....y GALVALUME METAL ROOF - ' (INSTALLED PER THE WALL t WORKING TOWARDS THE TOP,INSTALL THE WRB SEALANT BEAD MANUFACTURER'S SPECS) TO THE FACE OF THE BEHIND MOUNTING STICK SHEATHING. FLANGE. O APPLY SILL FLASHING OVER FEEL < (1 APPLY BEAD A SEALANT OVER PLYWOOD ILS) INC ^ (n AT BACK OF WINDOW SEAL THE WINDOW FRAME TO (PER ENG SDETAILS) - V J FLANGE t SET WINDOW USING OPENING. APPLY A 3/e"NOM. \\\ OVER ROOF MEMBERS ' PAN HEAD SCREWS TO DIA.TO THE BACKSIDE — - FACILITATE INSPECTION. (INTERIOR)OF THE WINDOW / �' \\ // ®APPLY BEAD OF SEALANT AT FLANGE,IN LINE WITH ANY 24•" WIDE METAL VALLEY // � w SIDE JAMBS.EXTEND 8 YZ" 1"RE'PUNCHED HOLES OR SLOTS o FLASHING FLASHING OVER PEEL E STICK O APPLY JAMB FLASHING SEALANT BEAD BETWEEN (B JAMB FLASHING FLASHING AND MOUNTING (� APPLY BEAD OF SEALANT APPLY CONT.SEAL TO THE MOUNTING FLANGE. AT HEAD FLANGES AT THE TOP(HEAD)AND ' O APPLY HEAD FLASHING SIDES(JAMBS)OF WINDOW. EXTEND O NOTES: \ ' SEALANT AT JAM55 6 X"ABOVE 8/ ®REMOVE PREVIOUSLY APPLIED THE RO.AT HEAD.EMBED JAMB / TAPE,ALLOWING WRB TO LAY FLASHING INTO SEALANT AND / 1 - INSTALL IN STRICT ACCORDANCE WITH FLAT OVER HEAP FLASHING. FASTEN IN PLACE. (FLASHING APPLY NEW SHEATHING TAPE GOES OVER SEALANT). MANUFACTURER'S WRITTEN INSTRUCTIONS / � W OVER DIAGONAL CUT-SEE DIAGRAM. SECURE WRB 2 - APPLY ROOFING CEMENT OR SELF-ADHERING AT HEAD FLASHING OVER FLANGE AT HEAD ONLY U 2 FLASHING AT HEAD EXTENDS I"BEYOND 8 JAMB FLASHING. OHEAD FLASH INGDETAIL : VALLEY FLASHING � Q \ EMBED BOTTOM OF THE 00 cn \ HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED AIL : NEAT STACK FLASHINGSCALE: NOT TO SCALE SEALANT!FLASHING GOES SEALANT OVER SEALANT). EXTEND / HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. SCALE: NOT TO SCALE V \ I Q IJ S5 JAMB FLASHING A EXTEND JAMB FLASHING TO OVERLAP SILL - FLASHING. EXTEND I GALVALUME METAL ROOF OVER PEEL t STICK W JAMB FLASHING 5h" \ WALL SHEATHING ABOVE ROUGH �x I OPENING AT HEAD. // - PER ENG'S DETAILS INSTALL METAL ROOF OVER OFF-RIDGE VENT FLANGE AT HEAD W TUCK TOP OF9 \ JAMB FLASHING SEALANT I.`:: UNDER OF WRBTHE FLAP \\ I // STUCCO FINISH ASSEMBLY HEAD.SEE DIAGRAM.° SILL FLASHING © OVER APPROVED SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, WEATHER BARRIER PLUMB,AND LEVEL CONDITION. USE CORROSION tl ® I RESISTANT FASTENERS. FASTEN WINDOWS PER EXTEND PEEL STICK ' IO WINDOW MANUFACTURER SPECIFICATIONS. GALVANIZED METAL OFF-RIDGE PENT UP WALL 1" (MINIMUM) WITH y i3 9� it f� ,•. GEMENTOR SEALANTPLASTIC ROOF I WEATHER RESISTANT LAP STUCCO FINISH ASSEMBLY yy BARRIER IWR ) ATA 45 DEGREE ANGLE,CAREFULLY GUT THEB AND WEATHER BARRIER BARRIER ON A DIAGONAL. GENTLY RA15E THE OVER STUCCO STOP TOP EDGE OF THE BARRIER UP AND TAPE THE / SCREEN TOP CORNERS AND CENTER TO THE EXTERIOR I ` / WRB SURFACE ABOVE.� STUCCO STOP INTERIOR VIEW TOP LEFT CORNER OF WINDOW .� GALV COUNTER-FLASHING OVER I : . Z Z EXTENDED PEEL 3 STICK INSTALL OFF-RIDGE VENT .. � i �: FLANGE OVER METAL ROOF AT BASE Building Dept: SHEATHING OVER ROOF MEMBERS PER ENG'S DETAILS ` GALVALUME METAL ROOF OVER PEEL < STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS DOOR FLASHING INSTALLATION WEATHER RESISTIVE BARRIER(WRB)APPLIED PRIOR TO THE DOOR INSTALLATION. t. GA V FLASHING NOTES: OVER PEEL E STICK I - INSTALL IN STRICT ACCORDANCE WITH STEPS ' `- ROOF CEMENTMANUFACTURER'S WRITTEN INSTRUCTIONS (DIN WATER SHEDDING FASHION, \\ STARTING AT THE BASE OF ��. 2 - APPLY ROOFING CEMENT OR SELF-ADHERING THE WALL t WORKING TOWARDS THE TOP,INSTALL THE WRB FLASHING OVER FLANGE AT HEAD ONLY TO THE FACE OF THE SHEATHING. O CUT WEATHER BARRIER AND FOLD IN AND AROUND DOOR JAMB O3 INSTALL DOOR PER - MANUFACTURER'5 INSTRUCTIONS ®APPLY JAMB FLASHING DETAIL : I=LASHING AT SDETAIL : _ OFF- RIDGE VENT, O APPLY HEAD FLASHING SCALE. NOT TO SCALE SCALE: NOT TO SCALE • FLASHING AT HEAD EXTENDS I"MIN BEYOND 4" JAMB FLASHING. 1/4" O® 5 O5 HEAD FLASHING I APPLY 4" WIDE WALL SHEATHING MIN SELF ADHERING MEMBRANE FLASHING,OVER_APPPER ENG'S DETAILS DOOR FRAME I/4" .. 4EXTEND SELF ADHERING APPLIED WOOD \� BEYOND) FLASHING I"Mw B � WALL FINISH ASSEMBLY BEYOND JAMB FLASHING FINISH (SEE ELEVATIONS) OVER APPROVED \� 1/4" ® WEATHER BARRIER JAMB FLASHING APPLY A WIDE LAP WEATHER BARRIERS --� SELF ADHERING MEMBRANE \ �'' OVER NAILING FLANGE Z FEXTEND PEEL d STICK LASHING,OVERLAPPING '.° DOOR FRAME 1/4" UP WALL 1" (MINIMUM) - - 5x5 GALV FLASHING � w I I . LAP WEATHER BARRIER U U O INSTALL DOOR!THRESHOLD I KICK-OUT FLASHING INSTALL DOOR PLUMB, I OVER FLASHING AND SECURE \`\ (SEE DETAIL) ���� LEVEL AND SQUARE PER WITH STARTER STRIP �JAA l Z Qco U MANUFACTURER'SUj WRITTEN INSTRUCTIONS Z C SET THRESHOLD IN GALV COUNTER-FLASHING OVER i 110' BED OF SEALANTZ ^ I _Z EXTENDED PEEL # STICK I _ J ® APPLY SEALANT AT \ GALVALUMEAND IO EDGEERB THRESHOLD CORN _ METAL ROOFING U u 9°� I I r ►A �n PES EANUFA T ONS URER S w I � WEATHER RE5I5TAN7 I EXTEND KICK-OUT 0j Z BARRIER (WRB) F. AT A 45 DEGREE ANGLE,CAREFULLY CUT THE '�/ FLASHING 2" OO II BARRIER ON A DIAGONAL. GENTLY RAISE THE GALVALUME METAL ROOF '� TT I V EEL # STICK '� BEYOND FASCIA WATER N II 1 I TOP EDGE OF THE BARRIER UP AND TAPE THE OVER P TOP COERS AND CENTER TO THE EXTERIOR L / wRB SURFACE ABOVE.RNOVER PLYWOOD SHEATHING SEAL TIGHT (PER END S DETAILS) d' U Z / I/ O GUT WEATHER BARRIER AND FOLD _ / OVER ROOF MEMBERS IN AND AROUND DOOR JAMB \ GALV FLASHING PLYWOOD SHEATHING NOT = r LO INSTALL KICK—OUT FLASHING AT b3 = 0(\J U LO OVER PEEL 4 STICK PER ENG'S DETAILS BOTTOM OF ROOF E WALL _° w ROOF CEMENT AK INTERSECTIONS pO N PEEL StI UNDERLAYMENT � p GALV EAVE DRIP ' P.T. FURRING Plan #: K1518 (OPT - SEE WALL SECTION) Job #: 15-1077 FASCIA DEOrAIL : CAMEL FLASHING AT, DET AIL % WA��./� DICK- OUT FLASHING APPLIED WOOD FINISH, SCALE: NOT TO SCALE SCALE: NOT TO SCALE GLENN LAYTON HOME Of: 10 1A I 11 (j U C C N Ln W L +L U W 7 SO U To j• � U n c 3 0 on° > vi � n 0 ° v > v� c5 y N O UO 0.2 -8 C 0 0.S Q O TQ Cp p l y T,,., °U p c o 0 °•n.3,cn 0 Sd 2 T O ° O Do "CI p2`=b OVA_ U mUa`� � O L •O •tll U co O.C ; r: C nQ 12 12 °� o � c� U o oyE � N U d O O U C 0 U V - - - - U V) =. E N U 44) aE Y 0 0.5 nZj-0 0 GALVALUME METAL ROOF 1999 Wells Road (TYPICAL) 12 12 12 PITCH BREAK 12 Orange S S V-I" f2 HT ' 73 PITCH BREAK cl) 2x6 CORNER 12 TRIM (TYP) _ Vj w l'3 z ® FIXED SHUTTER _ _ 12 12 (TYPICAL) LU � — S 8 HARD(-LAP Q ITCH BREAK D P 12 SIDING (TYP) W SI 12 U LU ' Q � � — 4 ® - 10'_1" fl' NT PITCH BREAK 12 2x10 CONI Q BAND (TYP) allot � - - _ FIN FLOOR Q > >mm 0 :. . . .. . .. . . .. STUCCO FINISH � Q (TYPICAL) 00 ♦ ^ — : (�J 4'h WOOD FENCE Lij .71 OR - - - - 'I ' 1 FIN FLOOR 11.0 - - - .. . • . . . .. . . HOUSE FIN FLOOR Q 06 � •1.• .1. ... .. . . . .. . • . - . . .. . .. .. :1 • .. I EL: 11.0 •• O PROVIDE STEPS TO - - GRADE AS NEEDED WING-WAAVERAGE �� STUCCO FI /FINISH i „ � FRONT ELEVATION ♦` -411 GRADE ELEV too -8 i DETERMINE ON SITE r - -- 5CALE: 1/4" 1'-011 - -- -- -- - 1 I V- 1 V-411 90 4.272.5339 1 NOTE: I, iY 1 1 Building Dept: s, 1 ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO t PLY WITHREPARE THESE LOCAL BUILDING RCODES, CONTWINGS TO INUOUS CODE CHANGES MAY REQUIRE ADDITIONAL GUARDMAND RAILING NOTES DRAWINGS, ENGINEERING SERVICES, AND FIN FLOOR I ; ' ( OR CHANGES TO THESE DRAWINGS TO MEET . ' `. 1 FIN FLOOR HOUSE CODE COMPLIANCE. POSSESSION OF THESE HOUSE 1. TO OF GUARD-RAILS SHALL BE A MINIMUM OF 36" AFF PLANS ACKNOWLEDGES THAT THE PURCHASER < — — — EL: 110 HAS BEEN INFORMED OF THIS INFORMATION O 2. OF ENINGS BETWEEN RAILING SPINDLES ARE TO BE A AND ASSUMES THE RESPONSIBILITY TO 11 1 -1 M XIMUM OF 4" (A 4"0 BALL SHALL NOT BE ABLE to PASS) PROVIDE ALL ADDITIONAL REQUIREMENTS 3. TOP OF HAND-RAILS 36" AFF OF LOCAL BUILDING OFFICIALS TO MEET 1 1 COMPLIANCE. — I 4 A DORMER �j DETAIL 12 12 4'-6" v 3'-0" IZ �'-0 v 4'-6" STUCCO FINISH CHIMNEY 12 12 12 1 12 12 ; 4 ® , 8 Si S 8 V-1" fP_ HT - - - - DECORATIVE I I 12 12 BRACKET (TYP) 12 PITCH BREAK S ® S S ® I GALVALUME FIXED SHUTTER METAL ROOF 12 iff (TYPICAL) (TYPICAL) _ a S ' _1F1 10x10 woo0 O POST (TYP) - PITCH BREAK 12 �� -- --- -- -- �� 12 PITCH BREAK 12 P.T. GUARDRAIL - ® � (TYPICAL) U U Lq U U 10'-I" fE_HT w FIN FLOOR U U U U LP U U `r .•, .. . :. (TYP GAL TUCCO FINISH - - - - C zwo0 � 8'-I" fE HT 5/4"x HARDI-TRIM Qco D AT BAY WINDOWS \ LOUVERED /� PANEL V v COURTYARD .' 4"h WOOD O w ~ '-- u WALL 7 �p (DETERMINE - FENCE L0 _1 Zcc ON SITE) N II UZD FIN FLOOR FIN FLOOR � M \ � Q � VJ EL: 11.0 HOUSE - - COURTYARD ai ai I N FIN GRADE LI I o 0 LUv SCREEN ENCLOSURE v PROVIDE STEPS TO PLANTER WALL 3 U = CV (TYPICAL) GRADE AS NEEDED J REAR ELEVATION Plan #: K1518 0 SCALE: 1/4" = 1'-011 Job #: 15-1077 OFFICE COPY GLENN LAYTON HOMES od 0 U U � C NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN N s. o TO PREPARE THESE DRr1WINGS TO COMPLY � v. m > ) o WITH LOCAL BUILDING CODES, CONTINUOUS p o o 3 a _ o v - CODE CHANGES MAY REQUIRE ADDITIONAL U L c c`` 7 — 'U T 3 DRAWINGS, ENGINEERING SERVICES, AND o a>m E -0 t o o c OR CHANGES TO THESE DRAWINGS TO MEET U) o n w. ` (n o a')o CODE COMPLIANCE. POSSESSION OF THESE U) o v­V00020i , o `- PLANS ACKNOWLEDGES THAT THE PURCHASER Q a':5- n ° TQ c o o vi HAS BEEN INFORMED OF THIS INFORMATION °o°o v p o 0 22 3.N AND ASSUMES THE RESPONSIBILITY TO o o�b o vREMENTS C _ (�� N U u o CHIMNEY W/ OFOVIDE LOCAL ALL BUILDI GADDITIONAL OFFICIALLSauTO MN Te EET L o �, ac 3 o aQ L c o c STUCCO FINISH COMPLIANCE. Na o r- 0 E N 7 u! y 7 0 O T 7 O - T E a) c ate+ 'O O GALVALUME 12 12 ROOF CRICKET o o 5-0 0 ou E cV a 2 - o METAL ROOF S p ® S `1 0 i i'a OU Y'~ ; Y (TYPICAL) 12 2030 FIXED GLASS 12 (HEAD m 18'-0" AFF) 08 Sp ..�.sr... •..••. 12 PITCH BREAK 12 12 Orange Park, 12 4 � a4 ap .. Qa 32073 V-1" fE HT Cn 2x6 CORNER 12 TRIM (TYP) HARDI-LAP 8 p 12 W W SIDING (TYP) 12 � ® 8 z FIXED TYPICAL)TTER P.T. GUARDRAIL 4 C� (TYPICAL) i 2x10 CONT 12 BAND (TYP) PITCH BREAK PITCH BREAK 12 ® �' o W 8 p Q FIN FLOOR 4 r12 PITCH BREAK 10'-I" fE HT U 21 - - - DECORATIVE _ 8'-1" fE HT BRACKET (TYP) /� : VJ - STUCCO FINISH (TYPICAL � •, .. •. .. .. . . 10x10 WOOD P :. :...• . ' POST (TYP) ' - WING-WALL cz W/ STUCCO SCREENEUN •� • ENCLOSURE � Q FINISH - — - (TYPICAL) " W FIN FLOOR . FIN FLOOR W • '• .. � � � � . . . .. . .. ,. • .. • . EL: 11.0 HOUSE ,�( O C46 pCOURTYARD :. FIN GRADE 48"h WALL �' - PROVIDE DRAINAGE COURTYARD FENCE TO SUMMER KITCHEN OPENINGS AT UTILITY YARD BE DETERMINED ON R) RICHT ELEVATION, SITE (SEE BUILDER) I SCALE: 1/4" = 1'-O" 5/4"x CAP OVER 2x6 HEADER TRIM (TYP) Building Dept: WINDOW 2x4 TRIM GUARD/HAND RAILING NOTES UNIT (TYP) 1. TOP OF GUARD-RAILS SHALL BE A MINIMUM OF 36" AFF 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BE A 2x SILL MAXIMUM OF 4" (A 4"0 BALL SHALL NOT BE ABLE TO PASS) (TYP) 3. TOP OF HAND-RAILS m 36" AFF 2x6 APRON (TYP) Turf= WINDOW TRIM ,'Aim SID INCA CHIMNEY W/ STUCCO FINISH 12 12 ROOF S p a 8 CRICKET 12 12 I' 2030 FIXED GLASS S p ®S 12 8 p 12 (HEAD m IS'-0" AFF) 12 PITCH BREAK 12 � 8 4 � Q4 S ® HARD(-LAP - - _ - 51DING (TYP) EL 9'-1" fE HT gEi�Q FIXE SHUTTER (TYPICAL) 12 aS 2x6 CORNER _ TRIM (TYP) GALVALUME 12 12 METAL ROOF S SIDING (TYP) 12 S (TYPICAL) p P.T. GUARDRAIL (TYPICAL) 8 p TT 12 PITCH BREAK 1 wU D12 PITCH BREAK Q �• FIN FLOOR �� z 0 10 -I fE HT - - . . - - - - - o W W z m - - - > _! 5/4"x HARD(-TRIM 8 I f2 HT U OW AT BAY WIND .. . . : . r .. . LU o FEE] o z I— ` - LOUVERED - Z IEA::�] 1EHF11 o I— W ' 6l PANEL •.• :.- . �. .... .. :., •• ... .. . .. .. .. ... .. •� �� � u LL �- PLANTER WALf L=j L • , � . . • . .. . . .• . . . . Q Q O • ... . .. .. . FIN FLOOR T Z 0 U House _ _ 11.0 0 FLOOR FIN L . . ... N ARAGE O LLJ .. .. . .. . • N FI FLOOR � 3 N -T O ,. . ... .. . . . • • :• :• . � �• �• . .. . . . : = . ••. .. .. . .. .. •• .• EL: 910 � �"� Lo O I' STUCCO FINISH 4"h WOOD STUCCO FINISHNTO GRADE SSTEPSIDOWNE DED (TYPICAL) FENCE Plan #: K1518 LEFT ELEVATION. Job #: 15-1077 SHEET NUMBER SCALE: 1/4" = 1'-O" OFFICECOPY GLENN LAYTON HOMES 10 ;� of: (3 U C � vi NOTE- V �, w ° V TANKLE55 ALTHOUGH EVERY EFFORT HAS BEEN TAKEN a) v_ a� ' " Q) o GAS WATER TO PREPARE THESE DRAWINGS TO COMPLY p o CO- HEATER 02 WITH LOCAL BUILDING CODES, CONTINUOUS 3 CODE CHANGES MAY REQUIRE ADDITIONAL p >16 � o u E�' c- p �t DRAWINGS, ENGINEERING SERVICES, AND (1) o a6-> v �(1) - ° Q) 0.c: U EXTERIOR JUNCTION BOX OR CHANGES TO THESE DRAWINGS TO MEET (n `o Ns.° o`u � L U) ..•c o o,c FOR COURTYARD CODE COMPLIANCE. POSSESSION OF THESE Q - Q)- - o TQ 0.�4 o ' / --- \\ SHOWER LANDSCAPE PLANS ACKNOWLEDGES THAT THE PURCHASER °6°o o �' .X.N o ' 4—_1t777j HAS BEEN INFORMED OF THIS INFOR`1ATION � a E_° �v y °d o °v Eu LIGHTING o o_,.� o (> ,„ a, � o TO SWITCH oa 3 socaN AND ASSUMES THE RESPONSIBILITY TO =w� c � 0 - c v N PROVIDE ALL ADDITIONAL REQUIREMENTS 0 (0 ° N o w U-) O •3-0 oAT KITCHEN ❑ OF LOCAL BUILDING OFFICIALS TO MEET o 0 0 U ° o o E � COMPLIANCE. T °N' 2 �°'m .4 v " E. a> c. n O T�, ' O3o WP GFCI ycw c E N L) 2 a,o Y O ou 0-° U U H y GFCI O N oL �._ o o O Y s a> oL- _ WP UTILITY 1999" Wells Road GFCI Y14RD (UNCOVERED) Orange GARDEN \`\ GUEST SUITE 32073 \ "MINI-SPLIT" FRONT EXTERIOR SOFFIT D \ v, LIGHTING (SEE SUMMER (8'4" fE HT i '` "2C DISC wP BUILDER FOR FIXTURES) WF` KITCHEN WP AFF HOUSE) WCI GFCI W W OF � I REAR GFCI --- _ GFCI 1\ GFCI z ' \ \ / ''-rZ ' OO O WF` — ! -- - - - - - - - - - - - - - - - -- - - - - GAS GRILL - - - - - - - - - - -- - - - -- - - -- - - - - I I \\ ,,__------ I I DETACHED r L 1 Un \ '-�\ GARAGE i I �'T I ATTIC w I I ��- __�\ /' TO LIGHT � I I `\ f _ --_ -- '' AT OUTDOOR I I TO COVID (g'-4" CEIL AFF GARAGE) i I I Q __ SHOWER I I PORCH i L — J r , SCI`EEIVED WP / f -' ------------' WP ( I LIGHT d ----- V ///' GFCI \I ,' ' GFCI WP 51D\ 'I \\\\ SWITCH �,_-' -ti,,� J \\ PATIO ' - ' %_��ff__ _ GFCI co Y D 1 ( I ABOVE �\ (10'-1" FE HT) j GFCI `� �\�_/��/� GFCI — p—IQ GFCI— J GFCI GFCI REF J I PAT IO - \ rn ---' 3 GA f�ANGE / \\I GTI p I � W/i HmOD i \\ G.D.O. i G.D.O. f v J W ---- ` 1 I I ------ i------------------� --r 1 -------------- I ------- -------------� ------ I (10'-1" CEIL) I _ ' t0 COURTYARD n n n n / n IMICROI 1\ WPB -''' WP I " I //' ,' \\ 3 ii I I GFCI( ,, `l__, r ----------- LANDSCAPE IAGND N APE - Tm- GFCI GFCI �' LA JI I ------- ----`\ ' ------- LU GFCI • 41 �'�_ • GFCI / I I /' \II A� \\ � 06 I 1 ' /' -n----------- r \ TCI-4E ` , -'' -----------'0 j j (VOLUME CEIL) IED IA -- - - - - - - - - -- - GFCI -- --- ---------------------� --------------------------- \ / / — — — — — — — ---------------------- -------------------------- " 1 ' " ---------- WP I I (10 -1 CEIL) r--------- ==J1 u u 11 / GFCI GFCI lL I I I - -ir --,-- Q77 ' I ! FLOOR PLUG (VERIFY \ I _-`\ ,\ \ \ LOCATION \\ // , 1 / TO FRONT 1 ,' PHOTO __------_-__ PHOTO ___----_--_ PHOTO I \ W/BUILDER) \ I I / / 1 1 I I / LANDSCAPE -L------ -- - ' -CELL -CELL -CELL FRONT / �_---- `\ i/ /i \\ Q• / I ( I / '� LIGHTING c 1 -- �' Phone: , / 1 1 I I / ,/ , / ,' i TO REAR I ---- -- ----- ---------------- ---- -11----------- LANDSCAPE --- -- - . r--- ---j L----------- / / `------ I " 1 } -_' ------ / I I ' /' / LIGHTING I I I® -� , '- ( I TO FRONT I /i / �/ I , FLOODS _ T------_�__= Building Dept: / TO REAR �` I I t / ' ' i / i------ ' - - — — — — — — WP FLOODS I I i \\ VAULT VAULT �' ,'' I I //' c --Ii--- __- ii-- 7 , I I COVERED GFCI 1S4 GUEST11 I fE HT) I ----- -------- --------------- ----- ---- -------- ------ - _ I I \I SUITE I >- ----I---------- --- -r _ -- ------ /, i I I0�1'ER =--------------- ARCADE ', / ' I I i (9'-1" CEIL) j REAR / I I i i _ (10'_1" CEIL) /// � � I I � �`'- --- i - LIVING (,m'-1" HT) I CO 1( EKED � ) _-' -------------- ------ ,_--- i \ (VOLUME CEIL `�' _ I I ` ' --- r�' PHOtO 1 / /t I I \ I PATIO � 1 \ / ' - -' � � �'-------'� 1� --------' -CELL WP — —L- — — --- � I -- 1 I I \\ (10'-I" fE HT) I j j i 3 9 ' - -----"' /' GFCI i --------------- ---------- ----- --------; ---------- — — — ®sD 1 GFCI / _ \\ \ SU I TE *2 I P DR F — �� \ .\ (10'41 CEIL) I I i I P.G. IN CEI_) _ `� T ATtIG $ WF, ( 1 GF \\ i \`\\ TO LIGHTS L J GFCI -- ---- -- 3 I 3 — — — \\i '/ STUDY(10'-I" I' \1 BELOW < $$s \ _ — _ I I i �- I SWITCH At i / _-- ELECTRICAL LGARAGE SD - P.G. IN /' j9 -I" i \\\ - CEIL 1 �' � ATTIC CEIL I \ / '• ---- --- `i Sp L ��— — J_- _--- SD i PRE W IRE O FLOOR PLUG \ ; \ c '' ' 4 BRACE ® 220V OUTLET , —— — Lj `\ i \I `\ ,' // -''' .' CEILING FAN \\ I ! GFCI % 1 1 GFCI — — — — — —— — — Il ' I / '' W/ LIGHT � II0v OUTLET WALK-IN RE W I RE �P WEATHER PROTECTED \ I I x(10'-1° CEIL) __ I - - - - PBRA E OWNERS / / I I � GFCI ll�v OUTLET CEILING FAN - / BATH `---- I GFCI( i I (NO LIGHT) IIOV OUTLET W/ GROUND i I ❑ GFCI FAULT CIRCUIT INTERRUPT SECOND FLOOR (10'-1" CEIL) , � - /'' ( I / GFCI / J r — , __' /' I FLUOR LIGHT SWITCHED 110 OUTLET �' W = i OWNERS i II 1\ 11 I ( LNDR1' \; I W I .'' i FOR JUNCTION FRONTBOX � (TOP HALF ONLY) ELECTRICAL U U SUITE 1 — \\I '- " I I CEILING EXHAUST " 11 Q \ \ I I CI0 1 CEIL) ; L — J ,� LANDSCAPE SCALE' 1/4 = 1 -0 z cj r — 1 /' i LIGHTING FAN/LIGHT FIXTURE � C�sARAC-�E DOOR OPENER 'vi (10'-1" CEIL) 1 T — — ------ \\ I I D I , BATH *2 W W m Z --___ \ I `'`` I ' I'GAS / I (1m'-I" CEIL) 0 CEILING EXHAUST FAN ° m ------ \ Q I GFCI / 1 $ SWITCHES Ln / ,-❑-_ . , I I I - � � I ' \ RECESSED Q)) J L — J $3 3-WAY SWITCH U — — — — o — J LIGHT FIXTURE W � 0 � —— — — r -I ■ F CEILING MOUNTED ® o v GFCI GFCI SMOKE DETECTOR LIGHT FIXTURE 5D U-) .I m I— Q ❑J WP DISC CEILING MOUNTED DISC II = W W L� GFCI A/C PENDANT FIXTURE E5 DISCONNECT SWITCH d �--_ Z D REAR TANKLESS FRONT JUNCTION BOX GAS WATER WALL MOUNTED m- 0) , ~ A � Q � cn FOR REAR HEATER "1 LIGHT FIXTURE CARBON MONOXIDE Q LANDSCAPE GO = O ~ LIGHTING DOUBLE DETECTOR ALARM -0 +� a W CV ULO FLOOD L IGHTS 3 o N N � O FIRST FELECTRIcAL. NOTES: J SCALE,: 1/4" = 1'-,all 1 - ALL ELECTRICAL WIRING TO BE IN Plan #: K1518 ACCORDANCE WITH 2005 NEC. Job #: 15-1077 2 - PROVIDE ARC-FAULT CIRCUIT INTERRUPTERS OFFICE OPS SHEET NUMBER IN ALL 5EDROOM5 PER ARTICLE 210-12 GLENN LAYTON HOMES of: 1 0 Cf) V p O C _ U L +"C w C -I- U •; O oan> � `o c O " o �oc DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX Qt o � Q o o o� o o- O oot a�:1 ST-1......................STRUCTURAL SPECIFICATIONS �j 2 E >,o� 0 C 3 H o NOTES 3,4 0 0=+`'.- U y " i € o USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ST 2......................FOUNDATION PLAN =-0a o • 3 c C H Building Code to ( STUCCO AND DIRECTLY 15 ST-3A...................1ST LEVEL ROOFF FRAMINGPLAFRAMING PLAN _0 U H o 2 0 o o E Florida Building and Residential Codes,5 Edition 2014) O MIN /32'32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR(/s'24/16 ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE ADHERED STONE ) ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN IF APPLICABLE E +, v o v, °- N N o 3 Z INSTALLED HORIZONTALLY W/8d COMMON:6"O.C.AT PANEL EDGES, 12"O.C. IN THE E a _ _ ° Code for Design Loads w = NOTE 6 SIMPSON ( ) - H „=E E _ „ € 4, t- ( ) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON USP USP FASTENERS ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) o 0 S.E u u $ot ANSI/ASCE 7-10 X Q �v....x FASTENERS w w r ST-5.......................TYPICAL WALL SECTION SHEET 1 C 1.25 _j c=n (8)%4"x 1%"SDS SCREWS (8) a x 1 2 WS15-GC ST-6......................SECTIONS AND DETAILS ROOF LOADING............................ d= Q z 1,2,3 WOOD SCREWS IN STUD 9 10d COMMON Road TOP CHORD LIVE LOAD.............. _j ALL OTHER VENEER MIN /s"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL 1,2,3 IN STUD (9) 10d COMMON ( ) ...................20 PSF U DTT2Z DTB-TZ 1 " 1 CS18 CS20 ST-7......................SECTIONS AND DETAILS IF APPLICABLE d Q (NOTE 8} W/8d COMMON:6"O.C. EDGES AND FIELD(UNBLOCKED HORIZONTAL PANEL EDGES); %2"0 x 4%2"EMBED EPDXY / 0 x 4/2 EMBED EPDXY EACH END OF EACH END OF ( ) TOP CHORD DEAD LOAD................................7 PSF 6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES) OR SCREW ANCHOR OR SCREW ANCHOR STRAP STRAP BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) (18)0.162"x 2%2"IN (18)0.162"x 2%2'IN LEGENDOrange MIN 1%32'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 1,2,3 STUD/BEAM/TRUSS 1,2,3 STUD/BEAM/TRUSS 1 " 1 ATTICS WITHOUT STORAGE.......................10 PSF YON TILE ROOF HTT4 HTT45 MTS12 (7) 10d x 1/2 MTW12 (7)10d x 1/2" OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL U z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND 5 5 32073 (NON-CONCURRENT) w - (NOTE 7) / 0 x 6"EMBED ANCHOR /8 0 x 6"EMBED ANCHOR EACH END EACH END ALTERNATIVE FOR THE APPLICATION SHOWN BOTTOM CHORD DEAD LOAD..... o = m 8"O.C. IN THE FIELD IN CONCRETE IN CONCRETE ..................5 PSF t- w U) w Q f- MIN /s'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 26 0.162"x 2%2"IN 26 0.162"x 2%2" IN UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL O w O SHINGLE AND METAL ROOF ( ) ( ) EOR ENGINEER OF RECORD O = z NOTE 9 PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES, 12" 1,2,3 STUD/BEAM/TRUSS 1 2,3 STUD/BEAM/TRUSS (9)10d COMMON (9)10d COMMON WIND LOADING................................................. _ U ( ) HTT5 5 „ HTT45 5 „ MSTA24 MSTA24 EW EACH WAY Cd- 1.60 O.C. IN THE FIELD. /8 0 x 6"EMBED ANCHOR /8 0 x 6"EMBED ANCHOR EACH END EACH END ASCE 7-10,3S GUST........................................130 MPH IN CONCRETE IN CONCRETE OSB ORIENTED STRAND BOARD Uj w BASIC WIND SPEED FLOOR DECK SHEATHING: 23/32'T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE WSP WOOD STRUCTURAL PANEL NOTE 5) FIELD. (20)%4"x 3"SDS SCREWS (24)3"WS IN STUD EXPOSURE CATEGORY.............. ................... C ( SYP SOUTHERN YELLOW PINE � Z IN STUD GROUP GROUP (13) 10d COMMON 13 10d COMMON BUILDING CATEGORY..................................... 11 MIN 3/g'OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d HDQ8-SDS3 -„ PHD8 7„ MSTA36 MSTA36 ( ) SPF SPRUCE-PINE-FUR ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. a 0 x 12"EMBED ANCHOR g 0 x 12"EMBED ANCHOR EACH END EACH END CONT CONTINUOUS IN CONCRETE IN CONCRETE � INTERNAL PRESSURE COEFF........................0,18 � O.C. ON CENTER - C&C DESIGN PRESSURES..............................(SEE TABLE 1) "SW"DESIGNATED SHEAR WALLS: MIN /s'OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" (38)16d SINKERS INTO (38)16d SINKERS INTO (11)10d x1%2"IN (11)10d x1%2"IN LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. j (NOTE 8) O.C.AT PANEL EDGES,6"O.C. IN THE FIELD(UNBLOCKED HORIZONTAL PANEL EDGES), STHD14 STUDS STAD14 STUDS HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) U) 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). WET EMBED IN WET EMBED IN (11)10d x 1%"IN (11) 10d x 1%2'IN LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE FLOOR LOADING..............................................Cd= 1.00 CONCRETE CONCRETE STUD STUD PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. o LII TOP CHORD LIVE LOAD..................................40 PSF NOTES: 1 1 1 1 SYS 42 PROPERLY RATED OPEN WEB HEADER 10 10d x 1/2'NAILS IN 8 -10d x 1/2 NAILS IN 0 TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 1%32"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING ( ) ( ) (5)8d x1/2"IN (5)8d x1/"IN uNi, BOTTOM CHORD LIVE LOAD..........................0 PSF SHANK NAILS. (0.148"x 3"LONG). 2 STUD 2 STUD H2.5T/ TRUSS RT7/ TRUSS U 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. LTT20B Y2'0 x6"EMBED EPDXY LTS19 3/4"0 x6"EMBED EPDXY HA8 1 1 , INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS BOTTOM CHORD DEAD LOAD........................5 PSF 4 (5)8d x 1/2 IN TOP RT7AT (5)8d x 1/2 IN TOP OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS �t 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE rn 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF (5)10d x1 %"IN (5)10d x1%2"IN INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM O J SPECIAL FLOOR(GAME ROOM)LOADING....Cd= 1.00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. (12) 16d COMMON NAILS 1 (12)16d COMMON NAILS TRUSS TRUSS 1 d TOP CHORD LIVE LOAD..................................60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELPABU44 5 „ PAU44 5 „ H8 1 RT8A BOTTOM PLATE ANCHORAGE IS/2 ANCHOR @ 8'-0"O.C.(ONO ON FRAMING PLAN OR SW c� Q , /$ 0 x 7"EMBED EPDXY /8 0 x 7"EMBED EPDXY (5)10d x 1/2„IN (5)10d x 1%2 IN SPECIFICATIONS) N TOP CHORD DEAD LOAD................................10 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. BOTTOM CHORD LIVE LOAD...........................0 PSF TOP PLATE TOP PLATE 6. 'Y32"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL (12)16d COMMON NAILS (12)16d COMMON NAILS (9)10d x1%2'IN 8 8d x1%"IN STRUCTURAL WOOD BEAM L' BOTTOM CHORD DEAD LOAD........................5PSF ( ) (- MAXIMUM FLOOR TRUSS SPACING..............16"O.C. BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, 5/g"0 x 7"EMBED EPDXY 1 %8'0 x 7"EMBED EPDXY STUD STUD w MIN STRUCTURAL REQUIREMENTS ARE 7/s'24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER ABU66 PAU66 TSP 1 „ LFTA6 1 „ (12"EMBED AT GARAGE (12"EMBED AT GARAGE (6)10d x 1/ IN (8)8d x 1/2 IN > z Z WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. DOOR RETURNS) DOOR RETURNS) PLATE PLATE FOUNDATION KEYNOTE CALLOUT z V J DEFLECTION CRITERIA 7. 1V32'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD ROOF TRUSSES..............................................LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW,15/32'APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. HU48, (14)16d COMMON IN HD48, (14)16d COMMON IN (6) 10d COMMON (6)10d x 1%2°IN Oe LU HUC48, HD481F, IN TOP PLATE TOP PLATE U TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. HEADER HEADER DSP RSPT6-2 1 STUD COLUMN KEYNOTE CALLOUT Q HU (6) HD28-2, (8)10d COMMON 8 10d x 1/2 � TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5'IN LENGTH. (6)10d COMMON IN BEAM (6)10d COMMON IN BEAM ( ) HUC28-2 HD28-21F IN STUD/HEADER STUD/HEADER o - 40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD HU410, (18)16d COMMON IN HD410, 18 16d COMMON IN (26)16d SINKER IN 28 16d SINKER IN -NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. It ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL ( ) ( ) OPEN WEB FLOOR TRUSSES/BEAMS..........LL/360 HUC410, HEADER HD4101F, HEADER WALL FRAMING WALL FRAMING NUMBER OF TL/240 TABLE 3 NT MAXIMUM RACTOR LEXTERIOR E ROOF SHEATHING STUD IN ACCORDANCE HS SPACING I NING SPECIFICATIONS. G c(IN NO.C. HUC2p0 2 (10)10 BEOMMON IN HD210-21F (10) 10dB COMMON IN LGT3 (12)SIDSTRUSSIN 2 IN LUGT3 (12)N TRUSS 2 2 TO MATCHH WALLDFRAM SIZE ANDS BELOW GRADE, UNO.RDER TRUSS. STUDS U W TL MAX%" NOTES 1,2,3 (4)%4"x 1%"SDS SCREWS 4 %4"x 1%"WS SCREWS 2 2 STUDS W WOOD IJOISTS...............................................LL/480 ( ) � p ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN � IN TRUSS/RAFTER IN TRUSS/RAFTER CL 0 TL/240 STUCCO FINISH-L/360 FLEXIBLE FINISH-L/120 HGA10KT1 HGA10 SDWC14500,SDWC15600 NO USP EQUIVALENT 2 ANCHOR f- U TL MAX Y2" BEARING CONDITION WALL HEIGHT WALL HEIGHT (4)/4"x 3"SDS SCREWS IN (4)Y4"x 3"WS3 SCREWS IN TOP PLATE TOP PLATE BOTTOM OF STUD COLUMN CONNECTION &STUD TYPE +1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN a NOTES: 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL z 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER _ 16 16* DIA.&EMBED SPECIFIED WEDGE DIA.&EMBED SPECIFIED O FBC 1605.3.1.1. 2x4 SPF STUD 16* 12 - -- - TITEN HD ON PLAN BOLT+ ON PLAN COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. F -}' -- 16 16 16* 12 ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN z 2x4 N0.2 SPF 16 12 -- -- NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE LO LL O (2)2x4 NO.2 SPF 16 16 16 12 12 16 16 16 16 16 NOTES: ti TABLE 1 : COMPONENT AND O 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON/2 x12 TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT CLADDING DESIGN PRESSURES BOLT+IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. 2x6 NO.2 SPF 16 16 16 16 16 16 16 16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIC- INSTALLATION SPECIFICATIONS. v 16 16NUMBER OF STRAPS �n CONNECTING HEADER TO JACK STUD 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION.PRODUCTS MAY BE SUBSTITUTED WITH Phone: WINDOWS AND DOORS 2x4 SPF STUD 16* 12 - -- - 12 -- -- EQUAL OR BETTER APPROVED ALTERNATES.REFER TQ-RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. TYPE OF STRAP CONNECTING HEADER TO JACK STUD Oz 1 1 1 MSTA24 ' EFFECTIVE ZONE DESIGNATION 0 2x4 NO.2 SPF 16 - --12 -- -- 16 16* 12 - - 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. ` cn Z � 5. POSITIVE PLACEMENT GUN NAILS,2%2'LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION W WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) LL 00 (2)2x4 NO.2 SPF 16 16 16 12 12 16 16 16 16 16 BASE ANCHORS,CS18,AND MSTA FLAT STRAPS. •1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP z Building Dept: 0-20 fe +24.61 -26.70 +24.61 -32.95 0 1 +2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD U O UD 6 D 2x6 SPF ST 16 16 16 16 16 16 16 16 16 GROUP TO 1ST LEVEL S TUDS/HEADER/BEAM. m 21 -50 fe +23.42 -25.51 +23.42 -30.58 2x6 N D.2 SPF 16 16 16 16 16 16 16 16 16 16 TABLE 8: SPECIFIED SW WALLS NOTES 1,2, 3,4 NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP w 51 -100 fe +22.01 -24.09 +22.01 -27.74 NOTES: z_ 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON O 101 -200 ft2 =+20.91 -23.00 +20.91 -25.56 PLAN. HEADER FRAMING KEYNOTE CALLOUT Lu z 2. IF STUD SPACING IS NOT LISTED,STUD SIZE A„ND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. \ END STUD GROUPS (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING p VINYL SOFFIT MAX PRESSURE(psf) +23.5 -30.74 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. SW TYPE NUMBER OF STUDS NUMBER OF JACK STUDS EACH SIDE OF OPENING .: GARAGE DOOR PRESSURE SEE FRAMING PLAN TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN \\ \ SW1,SW2,SW3 2 SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP)OR WSP NOTES 1,2, 3,4 \ SW4 3 O PRESSURE TREATED LUMBER - DIAMETER LENGTH ��,. 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP NUMBER OF PLIES IN HEADER 8d COMMON 0.131" 2-1/2' REQUIREMENT. 0 PRESERVATIVE FASTENER TYPE a_ 8dRINGSHANK 0.113" 2 3/g" \� ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT 0 - E ACZA STANDARD CARBON STEEL E 10d x 1%2" 0.148" 1-'%2 c �� (2)9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING U END ZONE KEY MAP 10d 0.131" 3" SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND `, END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ Q FASTENERS REQUIRED. V W i MIN 36"BLOCK W/(20)10d TO END STUD 0 END ZONE:END ZONES SHALL BE TAKEN 10d COMMON 0.148" 3" NUMBER OF JACK STUDS EACH SIDE OF OPENING AS THE 1ST 4.0'PER IRC FIGURE R301.2(7) 12d COMMON 0.148" 3%a' CONNECTORS MUST HAVE HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) U_ 16d SINKER 0.148" 3%4' ALL OTHER PT Z-MAX,G120 OR TRIPLE ZINC END STUDS CONNECTION(NOTES 5,6,7) DEPTH OF HEADER Q COATED FINISH. NUMBER OF PLIES IN HEADER 16d COMMON 0.162" 3-1/2' (INCLUDING ACQ& MCQ) ALL FASTENERS MUST BE HOT SW TYPE 1ST LEVEL 2ND LEVEL (1 3/4"-,WIDE ONO) z DIPPED GALVANIZED. HOLD DOWN STRAPPING NOTES: SW1 DTT2Z MSTA36/CS18 HEADER FRAMING 5y 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: O SW2 HTT4 (2)MSTA36/CS18 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @ 8"O.C. z_ SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY SW3 HTT5 (3)MSTA36/CS18 STAGGERED. U F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN SW4 HDQ8 (4)MSTA36/CS18 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: 3. WHEN BEFORE A BOREAPPLID CATION HOLE IS REQUIREDOF ITO PREVENT SPLITTING OF VE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. ATTACHSHEATHITO ALNG OL MATCH FRAMING MESPECIMBERSO(KINOG STUDEXTETOP PIOR L/ATESHEADERS LE ILL, CRIPPLES, ETC.)W/8d w A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE BOTTOM PLATE ANCHOR SPACING(NOTE 7) COMMON @ 3"O.C. x SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING ul!' \0 ¢ 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SW TYPE MAX ANCHOR SPACING MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE > SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. SW1 48"O.C. • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END 0° SW2,SW3,SW4 24"O.C. 3. WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL °m°' "1 0 ; z CONCRETE AND FOUNDATION I2NOTES DAYS(UNO). 4. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH 2 ROWS 10d 8"O.C. STAGGERED ALONG EACH EDGE. °"' Q o z SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING B 1. R ( ) O @ w p A 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 5. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS:, 01. 0 m 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). 6. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. („� w z 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP.24"LONG#4 BAR IS RECOMMENDED TO BE 7. UNO ON PLAN, MIN(1)SDWC15600 TOP PLT TO KING STUD AND(1)SDWC SDWC15450 KING STUD TO BOTTOM qj +cl; INSTALLED AT ALL REENTRANT CORNERS. NOTES: PLATE CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT 13 Z � O 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS,ABOVE. Uj Q 0 � DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 8. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR V r� y t= W RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE WALL SEGMENT IS IDENTIFIED AS SW1,SW2, SW3,SW4,OR SWB ON THE PLAN. OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHENA 2ND LEVEL FLOOR SYSTEM IS ABOVE: 4.0 FTF7 END ZONE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS'. • TOP PLATE TO HDR W/SDWC15600 @ MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION (HEADERS), ST-5 U"" 0 � ''w ¢ U U� 1ST FLOOR (TYP) DESIGNATION 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT + SPH w/(12) 10d x 1-12"@ 16"O.C.OR 0 w W S'*, U � z ` CD 7. EARTH AND EARTH FILL SUPPORTING SLABS,ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. + DSP w/(14)10d x 1-/2"@ 16"O.C.OR �+ 0. I= > ' ' 1 00 ACCORDANCE WITH FRC 5TH EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.COMPACT 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. • FASTEN TRUSS DIRECTLY TO HEADER w/MTS OR HTS w/(14) 10d x 1-1/2"(OR EQUAL APPROVED BY U LU ® 0 0 W M�M z THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S 5. 2ND LEVEL"SW"SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: EOR). (� N JO co W - RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. HOLD DOWN WITH FULL HEIGHT 2'DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. TABLE 9: PLANK-ORIENTED HEADER REQUIREMENTS > ua °' �^ U I > 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS + 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD LLI S w LAPPED 6"AND SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN. V J U J SUBTERRANEAN TERMITES. 6. DESIGNATED"SW"SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED,UNO. w _ W 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. CONTINUOUS OPENING WIDTH STUCCO FINISH-L/360 FLEXIBLE FINISH-L/180 a. L RECORD IF THIS CONDITION EXISTS. j (NOTES 1,2) MAXIMUM 11'PLATE HEIGHT MAXIMUM 11'PLATE HEIGHT 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. FRAMING NOTES U GREATER THAN 4' UP TO 6' (2)2x4 (2)2x41 0 II J 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR O y 101 U z ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN p GREATER THAN 6' UP TO 9' (2)2x6 3 2x4LL_ 00 \ _ I- APPLICATIONS. ANCHOR BOLT,THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO z O � �g a d �^ ALONE,CONTACT THE ENGINEER OF RECORD. THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF(TYPICALLY 16'TO a"GREATER THAN SPECIFIED GREATER THAN 9' SEE FLOOR PLAN SEE FLOOR PLAN "t"' \ v J PRE-ENGINEERED TRUSSES & I-JOISTS ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. i ` MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. W GREATER THAN 4'UP TO 6' (3)2x4 (2)2x4 T = (Ol 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNEC UNDER THE 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, ONO. ALL WATERPROOFING AND 0 GREATER THAN 6'UP TO 9' (2)2x6 `' y N V LO SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND O (2)2x6 k 1 a ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET DETAILED BY OTHER. GREATER THAN 9' SEE FLOOR PLAN SEE FLOOR PLAN W I- N ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS O CONSTRUCTION IS COMPLETE. 1. PLANK HDR TO STUD GROUP W/MIN(6)10d TOE-NAILS, EACH END LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION, SPACING,BEARING LOCATION AND NAMING 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. J CONVENTION OF THE LAYOUT SHOWN HERE. 1 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.STAGGERED. 3. FOR OPENING WIDTHS LESS THAN 4', SINGLE 2x_PLATE IS SUFFICIENT. TURAL 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL 4. FOR PLATE HEIGHTS ABOVE 11 , SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. % 1v �J; I N G 1 UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. !e� c �K � Pic #: K1 518 WITH THE TRUSS SHOP DRAWINGS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. w ••C E ��Fs �, 4.0 FT 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF TH UPLIFT 7, FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. •' 6't y�' S+". # �Ob 15-1077 2ND FLOOR (TYP) END ZONE RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR �� DESIGNATION 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, ONO. $" � 71r�Z ' `yET NUMBER 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE SHE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. ;an q9 4c cc_ T 3 � u II n ST- 1 GLENN LAYTON HOMES °� d "i +q.,� j 457P E �TO�-201 5 6 V v '�c rn N .t'�y v N c) O O O C C) i O+ 103'-4" o o . (D � � )O ° o >w ci o – c X00:5- " v '� cn oc 20'4" 10'-0" 20'4" 8' o" 14--8" 12'-0" E.�o-v v O 0 0 3 m o Q w. N L O.O T Q C•p 0 p fq NO.5 DOWELS TO LAP WALL o o_,, o U y O d o REINFORCING,TYPICAL AS -�� o `L ; c o c �N * NOTE' NOTE SHOWN °2' o6c0 v oNEm BUILDER TO PROVIDE T 2 � N c O > _ ¢ NU OOU C -0 V ++ w oL =.E o o Q y o 0 0 STEPS TO GRADE PER _ o U =Ul'D ' w N t7 0 0 ARCH PLANS - vc>vnv0 0220 g Wells Road — — — — — — — — — — I- T-0" 8'-4" i Orange 32073 7 I o o i 1 0 l I 7 I I i ■ I o 9 M 1 A I I I I I I o'-s" I 1 W W 1 l I I 3'4" 8'4" I — — — — -- 1 1 I o - N o — — — _ _ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I - - - - - - -1 L - - - - - - - - - - - - - - - - - N cn 1 cq — - - j I I i I I o - w 1 - - - - - - - - - - - - - - - - - - - - - - J 2 � - - - - _ _ ( i I I 7 - - - - - - - - - - - - - - - - _ I I � I I I I I � � I 1 1 I @ SLAB ELEV. U N cq I I I I 2 1 ( 1 1 1 TYPICAL REINFORCING 1 I ® J 1 I o A 1 1 1 7 I ( ENED FOOT NGco ,S E >mm BARS AT KPLAN o N - - - - - - - - - - - 1 1 = J 1. 1 1 1 1 ( O 1 1 11 MIN 24 LONG#4 OR#5 I I LL c+ I �-- 1� 1 I 'n 1 11aj 1 I F- - — - - - - - - - - - - - - - - - - - - - - - - - � BAR SET AT MID-DEPTH1 I I I OF SLAB,TYPALL 1 1 1 ( 1 1 1 4'4" 2'-6" ( 4'-s" 1 1 1 1 RE-ENTRANT CORNERS i i U v J W 2 i i 2 1 1 1 1LL---- - - - - - - 7 Q o 1 rl5- qNOTE 6 HOUSE SLAB LU �—'- - - - - " 5.4.. 1 I 1 1 D W I I I I 1 L — J RE-ENTRANT CORNER DETAIL 06 0 I I 1 L - - - I 2 � -1 I- - 1 (RECOMMENDED) I I o 1 13'-4" 8'-8" 1 21'-9" 1 6'-3" 5'-4" 5'-4" I `~ I I I ® ■ ■ ( PLAN VIEW, DETAIL TYPICAL @ ALL 1 1 I 1 1 -1 1_ _ F- - - RE-ENTRANT CORNERS 1 1 < LO 1 i 1 I 1 I LO I _ I I _ I I o 0 1 i 1 2 FOUNDATION KEYNOTES: I I 1 I i C 1 i `� _ - 1 I I 1 I i 1 I (4)TOTAL I 1 I 8"x8"DEEP THICKENED EDGE I - I ' 1 � W/(1)#4 CONT 1 I - - - - - — — — — — — LO I 1 1 I N 2 L — - - - - - - - - - - - - - - - - - - - - - - — — — — Phone, 12"DEEP FTG W/#4 @ 12" I 1 I 1 � 1 NOTE 6 — — — — — O EW UNDER BOX COLUMN, I 1 1 I 1 z 9040272.5339 I FTG TO BE PROJECTED MIN 3 1 1 1 1 4'-8" 3'-4" 9'-0" 2'-0" g'_0" 3�_4" 1 6"LARGER THAN BOX 1 I I 1 I A W ® z Building Dept: o COLUMN ON ALL SIDES I 1 1 I I I p l I d = 1 1 1 16"SQx12"DEEP FTG W/ 1 1 ( ( 1 z ( 1 oo 1 1 I C (3)#4 EW 5'4" 1 14'-10" 6'-6" 4'-0" o z BUILDER TOO PROVIDE I I 24"SQx20"DEEP FTG W/ 1 1 1 1 1 z 11 �D 1 I L - - - - - - - - - --- - w STEPS TO GRADE PER (3)#4 EV 1 I i I t — — — L — — — — — ® (_ — — — — ! o ARCH PLANS 1 1 1 1 30"SQx20"DEEP FTG W/ ( I — 1 O q 1 (4)#4 EW 1 i � — I- - - - — — — — — - - - 1 'a — — — — — — — — — — — — — 1, LL N 1 I 1 NOTE 3 1 1 I ; z 1 I I 36"SQx20"DEEP FTG W/ I 1 I = 2 1 ' NOTE (4)#4 EW I 1 1 1 ( BUILDER TO PROVIDE SEE SHEET ST-7 FOR °° 1 I 1 1 I 1 0 l STEPS TO GRADE PER SECT + O 1 I 1 48"SQx24°DEEP FTG W/ I ( 1 ( ; 1 I ' ARCH PLANS FOUNDATION S E CT I ON 1 I 1 G (5)#4 EW,T&B U 1 - - - - - - - - 1 - - - - - - - - - � 1 I o -- - - - - - - - - - - a I i 1 0 L _ I 1 I I - - I 1 I I GENERAL FOUNDATION NOTES z I I 1 I 1 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE (3 4 1 8'-8" 1 I 21'-9" 9'- 28-8" I A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH O -IFEDITION (2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL -j I 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 = 1 1 I 1 N 1 CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. w 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT x 1 I SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. d x 2 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN CO Cn Q ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL d j / 2 PLANS FOR LOCATION OF SLIDING GLASS DOORS. m 1? ( 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. � 1 / T-1" 3'-7" 8'-6" 14'-2' 8' 10" _ 9'-2" 1 5. 24"LONG#4 BAR S RESEE DETAIL SHEETS OCOMMENDED TO BE INSTALLR ALTERNATE STEMWALL ED AOT ALL RE-ENTRANT � 1 ( CORNERS, SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET. ww 1 I 1 6. •8"SOLID FILLED CMU WALL W/#5 VERTICALLY REINFORCED CELLS TO < MATCH FOUNDATION DOWELS @ EACH END OF WALL&MAX 48"O.C.;(1) z COURSE SOLID FILLED CMU BOND BEAM @ TOP COURSE W/(1)#5 1 ( 1 1 I I HORIZONTAL CONTINUOUS. ' O _ _ _ _ _ _ — — — — — — — — - •CMU TO BEAR ON 12"DEEP FOOTING W/(2)NO.5 BAR CONT.FOR WING �_ Uj 0 00 0 1 1 1 —� WALL W/8"PROJECTION ALL SIDES. U I I I I I I- - - - - - - - - -� - - - ® < U U ^ I I 4 1 i 1 w � zW � C� 1 1 2 0 0 o wm z 3 3 4 1 1 1 Z �, - o o : — I r - - - - - - - - - I I LO I I _ � — U �I > EO W 1 \\ I I I 1 I 1 r - - - -1 0'6° co w E-- ( \ \\ 2 I I 1 0 1 I 1 NO.5 DOWELS TO LAP WALL `r - (�/ fp. . . �+ LL - 1 \ I ( M = ( I CO I I SHOWNRCING,TYPICAL AS In � O T' I I N - L LL F— Q � U) L — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 = O 4"SOLID FILLED CMU PLANTER ( lLO WALL;WATERPROOF PER 12"x12"CONC FTG BELOW 7 SIMILAR FORM & POUR REMAINDER N v BUILDER SPECS PLANTER WALL W/(2)#4 OR OF CURB W/0)#5 t U W �. #5 CONT. CONTINUOUS &#4 VERT ...L N @ 48"O.C. 14 n Y J T-4" 60'-0" 8'-8" 4,-0„ e► ' 26'-8" �;�eE I e IC�r• , Plan #: K1518 103'-4.. rae� 15-1077 na Oar FOUNDATION PLAN °° °° � ' ° ha '' 1 /4 ® DERE ly Bi4q(�, . T-2 GLENN LAYTON HOMES P.E. 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I-- ­­ .....I..".....-.........1.111, >_ . ; � . : ? � __1 , I : i I . 11 ROOF GIRDER . ; NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN - __ ___ - __ . = ­­�l (2)2x6-1/2 I ; 7\ - - = = - - - ­= =� = - - - ':t . . : I I . � : i : I - - : i \ NOTE7A 7 ; . ; ii vz (3 : . . : i i t i i i . I : . . . .­­�._, � . 4 . � : z: I i i �JACK STUDS REQUIRED BETWEEN OPENINGS. 0 i: . I. MIN (2)INTERMEDIATE, . i i ! :I I _j : . 7 : : : : . I i ; . : :: j I . 1. I ! � 11 . �_ I . . -1 0 ; . - i : . i � ! :L : : I : . :! I i . : . i I . . i i . Hil - . Q�: 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS z : - . . : (=�� -�-, . i I . I i W] WSP HDR-0/2 1 i I 11 I i t i . �t . c i . . ,� i I i : . . � : :: I : I : t\I I DTT2Z ,) I I Of I i1-11.1................I ; ; i T_ . I : i . I � � : :z DTT2Z : . � HERE INTERIOR SHEARW LLS HAVE VAULTED TOP PLATES,ALSO SEE C) . ; . . A . . I : . . . ? : ; � . . I . . . � : . i . . w i I I I .; � ; : I i q : , \ ; I . � . i: . . I . I j : - , . : ; 0 . I I INTERIOR SHEARWAL12AT VAULTED TOP PLATE ON DETAIL SHEET. . � I : : . "\ m " � . z I crf�l I I'll, Hil - 0 r � \ __(� I 1; : ; i . ! r ; 7 � F W1 i . I : i � . , 1 ! ,,:):I . x i . m . . . I i . . i 11 I , . i . i . . . . . i ; I 9 ; . 1! , 1 . . i . ; w . ; NbTb4 % - .- ____ ''. - , _.- __ ........ .........� W1 : � � . 0i i 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONES OF THE FOLLOWING IL I I .i . 0: : I 111. i � . I : ; I . q ; , I........I .......I.: ; I I.... I.I.- . � . . w . I i : '"', .........�, ; t ; i I I fl : - I ; r i ; I / "I, I t I . . � - 11 . e : I I t : . . � t _____, d \ y 1,,______.�...._____....___...__.......................I....I.."."".,....�................ _.__.............__.........�'',�'"'�"."�.,�,�1.111,�,�,�.�,.��... : WTI_...____­­1 < ­­­.-......__... ....�........ ii� I-- ­.........�...­­­­.......­­....-.....- ; . ; I I ! I . I..... - - ­� I 1 �.....� ...........� . I : ; �, ; i i i'[ I: . : Q�i A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS . . i I 111.111-1- : � : . . . I . . I . U).: . . t . �....I.....11....1.1.11.1 . I . x : F : t .........­ I I . ; . . . �11 1.111, � �.11 I-— ­ I 11 " I'll, ­ 11 11...I....I....­­­..._.­-.1­1 I I".. 1. f ,- - __ - ml I r ' 11 1.11, ''I 1-1111­0 W I . ; . HI -­I, I . I � . � "O.C. . 1: : f . : : : ; . I I . I .. . ; T � BOTTOM CHORD TO SW DBL TOP PLATE W/1 Od @ 3 < ii : I t : . ; t : i � I I : � : t _-) ; ; I . ; t . � , i . � . t : i : 'I- . ; . . . : . - I � i wl! . I I . >_ ii - �: i :I (N ,� is Z),. L", - . . B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR . 1 (2)2x6-1/2 . hill : i I : . �11 ; I i i I �I 11 1- 1 I I I I I I I m I I 1 i 1 4 t 1-1 I re, ­4 DECK TO SW DBL TOP PLATE Wit 10d 3"O.C. I I I . I - LL � t ; : : . .I . . /" : 1 : I 2STUDS I : 1-1 �, Q w :i t t I ­ T ................ - ­ � . ,. w I ; ; � N �.­11-11 I I ­ : : w . i - i � I 0 of 1 0�i , ::I I � I i : I. I . t z I i / . .. I I . 4.�,�PORCH BEAM FRAMING NOTES ; I I ; d - DTT2Z 0� 3 . I im < 1 1 ! . I . . . I I : . . i i. I 1 , I i I I I , 3; I � : . I. I z i . I I / 0�1 \ 0 . � _j I . : ------- . 4 1 I � I 1 w II..p � (D:1 i ,� A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV I . , : . L� .� . . . . ; :1. � .I � I :1� I 11 � - I WSP HDR-0/27 I i - I � .. ­­... I -.1 .11.11....­,!ill i i ,�,, � -f r . I ;�E . . ;:t....._.; "..,...: _. . ".,-111.1 I...- ­�- -� - - . . - -1.11.1 I 1.1. "I''..'', gi! I ;......�.......I----------------L_ - NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL. �. � I I 11 . I I I < * . . I �: o - __._________ F...I..._........__......­­...­­.­­­­.­.....1: . 11 I r . I : . I ; I ; :.I I—-i -1 : I—; -...­­ .. . : I . 1­1 . � 1 7 �.']& I H. . ; I z - - , --' - . , I . li -- , ii ci! i I : iL ' . r . : TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. I � i� i 11 . I I � 1, 7 . ; : ,� �� i a 1: : ; � I I � ,_1 1. : i : ; ; I � � U) I , I t : t I / 11 ­ ; I ; z 11 . � , ­ ; i "` . I . , I., D i 4i : i I I " I I W: t ; � ' B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV . ; t : _ . . i . �. I , I ; . . q � ; WSP HDR-0 E2 ] : : 0 : 1, . . � ; . 'r� >_ I I 1 I I I O,i I I . I ; ; 7 . z ii I i . I I . I ; � ./ : % I . ­1 ­ ........ I .....1. I , � :: . I I /r I I I - i : � . L I : I :: . i : 2 . � . I ­­­­­­...­­....I ..­I.,­­­­­­­­­ ,� I.......�..... ­­­­­­� . -.111-11 � : I : : :I : I . I �51. 1 � f �.�....._.:__.___ 1- ­j : I CL LLJ = PORCH BEAM TO TOP PLT W1 MTS12 OR MSTA24. : i : - I , . i . i I ti _� . . . I . . I I WSP HDR-07127] �11 � ;: ; i I i � : . _....___l . � : ; ; I . . i t I . I 11 -1 :1 1 1 1 1 () 0 I : . . t :I t .i i 4 1 1 . t LL 4 I f I . : " C. POST D . ! I . . � I I I W: � 0 . . OWN PORCH.BEAMS ABOVE TOP PLT ELEV oO ".., I : I � I . (2)2x6-1/ : : . O!:4 1, i I "I . � . i � I 0 < I 1; � C(111 : . . . : Io i , I I I : PROVIDE DOUBLE SJUD POST DOWN SUPPORT AT WALL FOR ; 7 I I oiil 'i I I 1 17_ �I . : I I � I - I :1 I / . . . U) i, i : I/ 1-1.1-1� -I .­­­..-- ­_�; i I 1111. � t 4 Z < (D I . " : i PORCH BEAMS. BEAY TO POST DOWN STUDS W1 HTS20 OR, >_ ; I � Uj U) : I I I � : . ­J1.1-11.......­­ � - I 31 ,;. . 11111 4 4 , I ­1................�.....­. :. 1.-111-­­I............I.......�......1.1.41 - - . I :i : q I . (D c I , , �: t : W W M Z LL111 i . iMSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS 0 ■z 20 OR I - S LL . ii . . . 5 - .- � i 2 STUDS w .1.1 :i : : I . t . ; 0 I N i t -1 � 0 0 lil � I ii i : i t i cf) . 11 i i : i : . . T . . 1, 4 t . I i E: i . . . U_ 0 f I : I : . z > , i WSP HDR-0/2 1 11 � t - 8"CMU SOLID FILLED � 0 0 !I : I � � oiz ; ! i I . : . � - .Ili SCREEN WALL MSTA24. 0 00 D 3� / LL ; I DTT2Z T_ : I i D. BEAM ATTACHED EXISTING FRAMING . . . : �.........�.; . . (N � C) C�� 1! I � ; : r . : : I f , (N � : . . � U) 0 . I . I ; : : � ! ;:,I .I . . I ; : : 1 1 - I . i � i 0 I I f . > w 1 ; ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS w . I i , - 0 I 1. .il I . I . : F_ - w I . . �_ . __ __ F_ 1=- = = = _ROOF GIRDER : > i : . W - I 1 . � : � i = = ___ - - - =,t,L= = = = - - - - - - -_ = �­I 0 :: i W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. x 1%__111 :i ; t : . II . /) :1 : . : __ : i z� ,­i, I-....­­ I : : i : I II I. z z . � LIJ 1 . _ 5 " \ � I(wn I N I a- 0 0� z >_ � . I ; 3: < � I I� I . 1 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PER TYPICAL WALL I ; \ I N 1 1 1 �_ :! ­imi� . I--I--­� ­­­­ - ., - . ,,v i � i/2 � \ : i.: 1, - 5 . 1 � : WSP HDR-0/2 r: - � 1,i � . , ,� . I li I I �03- LO - \ W:SP HDR-0/2 I I Iii I z: "', ,_1 . :1 Ili - 2 STUDS (D . : I � ,� , . . :: !i � U) . . � I \ 1 i �_ 1. - 1 : I . . . U) SECTION SHEET. � zaam < 0� LJL I z I , ,�-__, "'. i. I I � I - - M P . I __ : Z. - ,� 11 ; . i I &X111 \ 0 .: I "I 11 ; . .. , I I � i I . � ; 0 \ � M I I .. .1 � rf, . I I I . I � I .. - :; h:I: i ;I - TT4 0 i . . : I i�' ,, I" " \ 11 11 �- - , , .. _1 t: '_"�'11'ii�,�­1 z " -I---- ­ i : . � � - . � ­ 1. .111, IMI­121;,i,,j I \ \ w : J - ,;; H : ; % 02 ME'ROM� I :; .. - , .11 . . " - ; "", N , .!, . I : ; - I 1: .. ___'.1 :1 i �_ " " 6. HIGH UPLIFT CONNECTION: � I >\ .1 .. � I ; .. . . I . " : . '" I 0 �� I-" , . I , I - ikit - . I I , 11 . \ < ,�" ,, C) I- z 0 : � . *TOP PLATE TO STUD W/(1)SDWC1 5600 @ 16"O.C. OR(2)SDWC1 5600 , . \ m i- '!i,,,i,2 ,%, , LL 00 \/ : ­ _1 - oVN,','P2,i1 @ I . . , . T . � -, - - - . . I_0j I , "I ,,,N,,`;`4 19,I I , I : : I � - , , : 2 24"O.C. -�, . (2)2_6-1/2 1- . I j . � . I 'I" I L I ---D O-) : . � . . i t it , i . "� ; t 11411111i,`A� � . . , - . k I 1 . ", - �-- < . - i : : 1 (2)2x6-1/2 1 1 � - i i -1/2 - ,� *ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO I ST LEVEL ,rr ,, I I � I -14 1. . j . � ,, . 11 I I . : : � . I � ", : id. ; r I I . I - - I I i 10 I - � NOTE � ­.­.....-......li.­­��-- . 1 (2)2X6 1 (2)2X6 ""� . - 11:�� - I I i . . I :- ; 1-7--.1 ­ . 1: i . . , 0 r-, . . I 1-1-11.1...11.1.1-1111111.............L.I.; ........I...­11.111 ­­"I - � --z �­­- IT� 11 . ......�---------- li � I-�I I ­ -.1--i....���,�.,����.���1.1���,,�:..'�,�.I..I­11-.1.1. -I I-.11.�I ; I I..I--­...".11.11�.......- ­_..'_......, � , I 11 ­,"",_ STUD"@ MAX 32"O.C. ; I . j ­­..11 ­_._1111-1.1....I.............-......­ .......�............11.11 ----T 9 _....I ____ �', ; I . . I 1-1.11.....­­­......I'll, I--,I­­..­­­­­I........I..". I 10 i : i : 4 . z . � . i 1j. : i : . . , ;. � I . ­­____­.­..._, 1 4_­ i .... •�­7­...11--.1--l- d�v 11.....­111-...­­-1--...�........I z ................................................1.11..........................�.................­i � -.1-1-1.1-....I.............................................�..........I.... - ___.. __ -- * 1 ST LEVEL STUD TO BOTTOM PLATE Wit(1)SDWC1 5450 @ 16"O.C.OR �;, -....................._­­....I...................I...A­11­11111.1.................... I'll, ­­­....I...�...................I ......... ..___.____.___..__­­..........- I " H : ; � � � . 1�, � z . q ­1: : i - � � : . . �. 1-111111.111.1_1 I . Q) LA- I ** . -1-� -­r � -- I I'll ''I'll ,� .11 t ' ' . I i 4� I ill I -0 . . "O.C. _, - (2)SDWC15450 @ 24 � U r-_ I ; � . . I c C) I 0_1 ; : J � U) : W [_ CN LL U_ : t (i�� - s c Lij : i : C) 2 2 STUDS I Uj 2 STUD U) : [ : ?: V) 0 < =, 0 z : 7. PLANK ORIENTED HEADER FRAMING V111", �1 1 DTT2Z ,) *'' - n : . EX 0 . 0 Q� 0 ; 4 , �"U:1 1� ­ - 0 = 0 � i - : : A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 �_ Q� !?� - 0 �_ : � 9 - DTT2Z HTT4 Q� ic� : I I v I - (D : j 4 11 L) T i EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON 1,11i _j (D . O 4 : : : 4 : i � & i I : . DETAIL SHEET. . J i .z B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH I ' .. - 7 .I ". L ..............I...................................�..........; E Iq I ABOVE :;pf 0 0'%,, , Plan #: K1518 SEE"JACK TRUSS A HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING �%-, �� *%, ..... -� SW DETAIL,"ST-6 I - ,�. Q .- 14&,,e". , I , *, ��` 'P, .. Ice • , . /V ..."P �e 8. WALL MUST BE FRAMED W1 2x8 NO.2 SPF OR BETTER @ MAX 16"O.C. . 's, - .. Job #: 15-1077 1%1k * . -V,#,,,� .. . 71 I - �- 1 9. BALLOON FRAME WALL TO GABLE END OUTRIGGERS W1 2x6 NO.2 SPF : . I i SHEETNUMBER I I @ MAX 16"O.C. - , . , . I �_- : I : * , �� ;. 0 � . � I 1,vr.. ri�� . ,! N - 1. . Op "a, N N N N N N N N N N I � , I \1 ,� - 1 0 1 1 � � K � I - � mommmmil \_ LW, ,A T : rig /. I ' -7 ( 1.11 1A ROOF - N \ = / N N N N N N N N N N � - If 1 1 Off ��O� .., ..".. = .1 I x . t­k/�- FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4 - eo 0/*10 �,...•''4,(/ "', 01% I I.. ..,.... ,\N �i:l - . P._E,�.#N Q_ t �11 � �. D'E0 W1�4(�,V ��., : ST-3 , GLENN LAYTON HOMES :3*3 5Y7 1� 1i0-02- 9l%1. is .... - � ­1 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q) -,; ;g � CP 0 1. PRE-MAUNFACTURED SHEAR PANEL 6 08-5 -..- U :5 2x1O SYP PT LEDGER, INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON ATTACH W/SCREWS 0 '5 E 0 0 FRAMING PLAN 1_&C�> ID --0 c)) cn - 0 ,- d PER NOTE 3 SHEARPANELTOSWDBLTOPPLTW/10d@3"O.C. Q 0- 0 0.r_ "0 0..0-2 2-. 0 *E U) - r- 0 8-00-00 14-08-00 12-00-00 FLOOR DECKTO SHEAR PANELW/10d @ 3"O.C. < >,< .0 In, .�:�:5-0�0 0-,- D_ W LD r o z m.3:.W- 00 .2 0 2. TYPICAL BEARING BLOCK a 0 fti,."o 0 U, 0 at 4 F01 4-Z r * BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH 0-orauwc - . - cxw 0 . Ln a 0 0 2t 0 3. E -d DIMENSION OF TRUSS MEMBER. 2 0 e ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS 1-10-04 E- t W-� a) 31; 0 O.C. STAGGERED. BOTTOM CHORD W1(3)ROWS 10d @ 4 E 0 0= =.9 0 0 y FE E-��e 0�a 2x1O PT NO.2 SYP JOIST @- 3. LEDGER FRAMING NOTES: 24"O.C. ATTACH JOIST TO 2-00-00 CD FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT LEDGER W1 LUS28 c') EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX ...................... 0 ................ 24"O.C.SPACING) ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED U-: 2-00-00 LOCATIONS ON PLAN 00 SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER ................ ........ ............. PROTECTION AGAINST CORROSION 11-04-00 U) w 60-07-00 2-00-00 IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH ry .......... F03' WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT .......... FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. W w ------------__......... .......... --------............ ..................... .............. ........... .......... ------- 2-00-00 HTS20 M ......................................... --------- (.2)HTS20 TS12 IW\422 ROOF FRAMING LEDGER: J04(17) z 0 0 2x6....................(4)12d COMMON C) CD J01 2x8....................(6) 12d COMMON 0 (3 0 0 8-00-00 2-00-00 .......... ................. ............ 771r_............... ............. ............ 2xl 0..................(8)12d COMMON .............. ----------- .............. THA422 ............ 2x12..................(10)12d COMMON \-MTS12 ............... .............. .............. ............ .......... ........ .......... ......... ........ ...... ........... THA-122 : 0 8 J01 OTE /-HTS201 ........... PT 2x8................(5) 16d COMMON Lq PT 2x1O..............(7) 16d COMMON GUS26-2 .... .... ......... ......... ............. ........... ........ ............. .. ................ 2-00-00 :::::.:: :: ............ .......... ........... ............ .................... ............ .................... ........... ............. .......... .......... .......... .......... ..... ...... .............. ...... A01 ............. I � x .............. LL! FHA,122........... ............. ......... ........... ....... . . .......................... .............. .................................... ........... ......... CD CINJ ................ I- ---- 11 1 1 11 1. -..; I �;.L ''I'll B01 ..................................................................................................... ..................... FLOOR FRAMING LEDGER(W/SCREWS): ........... . ........... ...................... 02......... .............. ...... .. ...... ........... A ............ ..................... .......... ........ PT 2x6................(3)Y4"x 4-Y2"LONG#14 WOOD SCREWS X 4-Y2"LONG#14 WOOD SCRI 10-08-00 ........ ��:=:: " � i 1_10_08 :w,�_ >0= 0 2-00-00 EWS < PT 2x8................(5)Y4 !HTS20 9 GO 5 B02 ......... PT 2x1O..............(7)Y4"X 4-Y2"LONG#14 WOOD SCREWS ..........I .......... JTO SW E ND A03 2-00-00 .......... = -1-1 1-.�- �" , ,I-., .......... ............ PT 2xl 2.... .........(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS U_ !STUDS 11 0- -00-C 0 : 2 w 2 ro -------- ......................... 4. OVERFRAMING NOTES Z 04 > BM1 B03 ......... ............ 1=�%..... 04 < = .............................. .................... ........................ HTS20 4-0, -00 ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. z ..................................... ....................... ..................... .......... 0 2 00-00: w ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. 4-00-00 2-00-00 FASTEN"SLEEPERS"TO EACH TRUSSIRAFTER W/(3)16d ............ .............. ....... ............... .......... ........... ..... ............. A06 COMMONS MIN. ................. ....... ......... .............. EACH RAFTER TO"SLEEPER"W1 SIMPSON H3 UPLIFT C\i _00_00 v 2 CONNECTOR. -00-001. 2 w ......... ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. ........... ....... ............... ... ...... . ....... ..... . ....... 4-00-00 FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER .... ........... LU .......... 5-04-00 CD CD c RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. U) 2-00-00 ............ 01 ........... 2-00-0 06 ........... ............. .......... . ...... ............. ........... RAFTER SPAN SCHEDULE . ..................... ........................ ............ ............. 0 ................ ................. O.C. J01 -00-00 LUMBER SIZE 2 CN (1\4 2-00-00 SPACING ............... ................................ ........... ...................................... J01 2x6 2x8 2x1O 2x12 0- .......... ... ...................... ........... ..........-1. � I--. I \ f -: -.1-1-1............... ................ ............ ................ .............. ............................................. ............ ........... .......... J01 MT8112 z (2)HTS20 12" 14'-5" 18'-3" 21-4- 25'-6" 0 2-00-00 ......... ............................. ............. v .......... .............. ............ ................ ............ ........... ....................... HTS20 @ MOI ............ ............. 16 (0 12'-6 16-10" 18'-9 22'-1...................... ............ ............... ........... U) .................. .............. ............... .............. ............. 24" LO ............ ................ CD---------- 10'-2" 12'-11 164" 18--0" L 0 4 3 __j --I KW1 2-00-00 . 2-00-001 20 L.L./15 D.L.#2 SYP -ST-7-- ............ .............. ......... .......... ............ ............. ........... ....................................... ......... ........ ........................ ............. ....................... . .............. ............. .................... ........... CEILING JOIST SPAN SCHEDULE 2-00-00 26-07-00 Phone: B07 : 1 MTS12 O.C. 0 z .................. 904.272-5339 ............ \ LUMBER SIZE ................... SPACING ....... ................... .................. ......-.......... B08 U) MTS12 ........... .......... 2x4 2x6 2x8 2x1O -00-00 LU 2 Building Dept: .......... Z B07 ........... ............ ....................... .................. ...................................... ............ .................... ......... ... ..................... 12" 111-101, 18'-8" 24'-7" 26' ............ ......... .............. ............................... .......... ...................... .......... ................................... .............. ......... .......... ................. .......................... ............. ......... . ................ I.............. *.......... ................ .............................. ............. ............... 0 10, 16" 16-11" 21'-7 25'-7" B06 tf:�4 D04(3) , ---------- w 9'-3" 13'-11 17--7" 20'-11" 2-00-00 2-00-00 24 w ................ z­­­­--­­­­- .............. .............. ........... .......... ........... . ........ ............. ...... 10 L.L./5 D.L.#2 SYP ... ................ ...................................... ....................................... ...................... ..................... *............... . ........... ................... .................... z LLI 2-00-00 ............. IL 2--OCP-00 ..............8-08-00 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY < J01 BUILDER IN ACCORDANCE WITH FRC R302.12. f ... ....... .............. ............... ........... ............. ........................ ................ ................-0 ............. .............. ........... .................................................... ..........*..*..* I : . ; i , I :� ............ .............. 0 2-00-00 KW1 6. ANGLE&LATERAL BRACES MAY BE OMITTED FROM GABLE -00 2 00 iJ02 BRACING DETAIL PENDING PORCH SHEATHING IS PROPERLY -7 ST . .. .......... z .......... ............ .......... ............. .................................................. .. APPLIED ......................................... .......... 0 .......... .. .................. .......... .......... _00 ........... ............ ................... - --- ----- 11307 ; : , (2)HTS20 7. (2)2x8 NO.2 SYP BLOCKING BELOW BRG WALL ABOVE, (2 H S20 MTS12 ....................... ............ .......... ATTACH TO TRUSS W/(4)1 Od TOE-NAI LS EACH END ............................... CD T ........... . ....... ................................ ............. ................................. ............ ...... .......... .......... .............. IL ................ ........... fB08 ... ...... ......... MTS12 8. SET GABLE END TRUSS TO INSIDE FACE OF WAL L& FASTEN ALL GABLE END TRUSS MEMBERS TO WALL (2)HT§20 ......... ...... ......... ........................................ ................... STUDS W1(3)10d B091 ........ ...... 6-00-00 BALLOON FRAME GABLE END WALL TO OUTRIGGERS ry .......... .................. ......... ............. W/2x6 NO.2 SPF @ MAX 16"O.C. U_ SEE GABLE BRACE B1 DETAIL,ST-6, FOR OUTRIGGER ......................................... ................................ ............. ....... ....................... . ....... ............. ........... ........... .... .............. Q0 FRAMING&ANCHORING REQUIREMENTS ........... .............. z C:) rD CD CD CD C) CD 0 (2)HTS20 1 0 CD C) 0 Ui Fj i 11 cD f0 c CD ................ .......... ...........f ................ ................................................ ............ ............. BEAM SCHEDULE .................................. ............. ........... ..................... 0 9 ............ iTU26 11 U26 MTS1', BEAM NO. BEAM SIZE AND TYPE NOTES w 1-04-08 1-07-11 ...... ...... ........... x 2-00-00 w i-rrU26 ............... ............. ...................... .......... < onCENTER LVL BM1 NOTE2 2.OE-(2) 11/4 x 16" x r id I U26 1 I-01-00 .................... < ............. ........................ .......... > 2-00-00 J02 onCENTER LVL BM2 NOTE2 FITU26 2.OE-(2)1 Y4 x 16" w ........... ........... z ..........------- ...................... ............ . ............. .......... .......... 0 J0 BEAM SCHEDULE NOTES J03t w O.C.STAGGERED. 12-00-00 1. FASTEN EACH PLY W/(3)ROWS 10d @ 12 HU26 ! B13A I ...................... ............................................... . ....... . ........ 2. FASTEN EACH PLY W/(3)ROWS 10d @ 6"O.C. STAGGERED. < ..................... ............. ...........,, ...................------ ......... ............. ................... .......... z ................... DIA.THRU BOLT W/NUT AND .............. .......... 3. FASTEN PLIES W/(2)ROWS Y2' U) + + J07: 8-00-00 .......................... .......... WASHER @ 16"O.C. STAGGERED. PROVIDE 2"EDGE DISTANCE, 0 12-00-00 H YU26 H J26 .......... .............. -00-00 ............... 6 J07 LLJ ............. U_ 0 :2-00-00 < U) B15 0 1-HU26 z ........ .......... .......... CD J03� 00 LU 0 Uj LU 00 Z ............................ .............. 0 (2)HTS20. CD 0 B4 M :D U) J02 ro 0 0 z LL C? �ST-6 J02A! T_ U)....................... .......... ................... ........... . ........ w ..................................................... ................ . ......................................................... 0 ............. .......... ............ x LLJ ....................... .............. J011 L4 I, (2)HTS20 0 z �2)HTS291 w (2)HTS20 ................ < V/ .................... ............ ............ ........... 1 07 .. .................. .............................. .... ....... .................. ..................... ........................... ............ ...................... ..................................... ........... LL --------------- ...... ........... ....................(b .............. ........ ........... ................ ".L CO .......... c\j ............... c") CD (D C) C) CD _j C07(4) J05(6) :E M J05(3) z t w w w 00 < :D U) ----------------- 29-04-00 -08-00 8 ........... 8-08-00 21-11-00 ......................................................... ................ 0 TRUSS ENGINEERING NOTES: C-q LO 59-11 00 c, W 0 L UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, AL 63-03-00 CN r t TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. TR CTURAL ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING ENGI EERING Plan #: KI 518 4100# DRAG LOAD AT TRUSS J05A. K 8 itf Job #: 15-1077 3960# DRAG LOAD AT TRUSS C05. SHEET NUMBER N 7145?, of 11011 FIRST LEVEL ROOF FRAMING PLAN 1 /4 OF N ST-3A DEV ��n,GLENN LAYTON HOMES U U FRAMING KEYNOTES 'O y T m "- O cn (METAL CONNECTOR) = o o _ _1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN U t ct,- O 001. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 0U S o 8 c cQ " dTQ -0ci = vi 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS a E�o�v O �S v o 3:.v HERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE o,�2 o U o,� INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 0 c 0 g o o o C fq U O O O U C Q N E N� U 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONES OF THE FOLLOWING 2 o Q $ `o A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS — y o v 11 E o o BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. c ""'�� " " `°'•"° Y B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d 3"O.C. 999,Wells Road- 4. PORCH BEAM FRAMING NOTES Orange A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV2073 NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. //1 co B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV �J,J [y PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. w w C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR z 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 (j) ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS Ll l W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. o N Q 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PER TYPICAL WALL SECTION SHEET. N C) •µ, 6. HIGH UPLIFT CONNECTION: °' J •TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C.OR(2)SDWC15600 �r Q @ 24"O.C. N •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL M I _ J U, STUD"@MAX 32"O.C. LL • 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C.OR J (2)SDWC15450 @ 24"O.C. > /'1 z 7. PLANK ORIENTED HEADER FRAMING O V, W A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 Y EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL,ON [� DETAIL SHEET. SEE SINGLE-STORY HOLLOW SW B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH o COLUMN FRAMING DETAIL - (SECOND FLOOR),SHEET HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING ST-6, (2)TOTAL. NOTE 4 8. WALL MUST BE FRAMED W/2x8 NO.2 SPF OR BETTER @ MAX 16 O.C. W (2)2x8 I` 9. BALLOON FRAME WALL TO GABLE END OUTRIGGERS W/2x6 NO.2 SPF co 1 ✓1STA24 WSP HDR-0/2 @ MAX 16"O.C. p Y 1 MSTA24 a (2)2x6-1/2 z 00 ROOF GIRDER - O _ 0 (2)2x6-1/2 O h SEE"TYPICAL PORCH SHEATHING DETAIL." 1 MSTA24 NOTE 4LO 1 -(212x8 U) .. I_ w I z Building Dept: _ U) (2)2x6-1/2 w i z t z W j (n o ��. 1; MSTA24 LL O 2 2 STUD$ O W J r -- u 0 , ROOF GIRDER O z -. _ (2)2x6-1/2 - f 0 1 MSTA24 i ......_ .. ........ D 01 LL JWi U Z _ I U O J O z I I U W w IL Q i OJ w W z O w z U) O CL F_ w = U U v L zQ o o wwmz LL o pmDz LL z U � J > _ v J W w 0 wL r— >.. �-- .�� Q LO Z ~' LL �� . _ Q � £ N z V a rN m 1 < _ 0 X. �"fI ° w U) = o N a J S Tod aqM L ;?i�J Plan #: K1518 a4�� • ` �',� �S ,��, �', Job #: 15-1077 a W) z . v 111,vit A]41 SECOND LEVEL STRUCTURAL FRAMING PLAN 1 /4" = ' " � ��� ad�, 1 0 �,. GLENN LAYTON HOMES A�r�i� �` '' ' I.... 5, O�� ���R�'A°Y •P.E. PT-4 . 4 i f"�l i''{$�1�4 5 7 1 0-02-2b 1 5 ROOF FRAMING KEYNOTES fN NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLANN -"0 U� =.- 0 " 1. PRE-MAUNFACTURED SHEAR PANEL Fes - ; ' �J 5 U • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON - L h� C� c .. � - FRAMING PLAN on.a.�' '00) ,, 6, U oo> • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. , 0 IV O 4 0 •L c $'o c • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. Q _ n'�2 � o o _ Q c v U- 8 O o �CL.4; 2. TYPICAL BEARING BLOCK o o_-''.oma,ovo C� N w c o • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH o�n v ac o co na DIMENSION OF TRUSS MEMBER. cam' � 5 _ 0 o c E a d tpOO_OOU c " o • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS T °' 2 a"i c �� `o BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C. STAGGERED. N = W= E c E N a FC ,;,o N O L 7.- O O O d'O U V 3. LEDGER FRAMING NOTES: • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT 1999 Wells Road EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 24"O.C.SPACING) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED ge Park, FL LOCATIONS ON PLAN 32073 • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION U) • IN ACCORDANCE W/FRC 502.2.1, 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. w W ROOF FRAMING LEDGER: z 2x6....................(4) 12d COMMON 2x8....................(6) 12d COMMON (D 2x10..................(8) 12d COMMON _ 2x12..................(10)12d COMMON (n FLOOR FRAMING LEDGER(W/NAILS): PT 2x6................(3) 16d COMMON o W PT 2x8................(5) 16d COMMON PT 2x10..............(7) 16d COMMON "'• 1 0 PT 2x12..............(9) 16d COMMON v 0 FLOOR FRAMING LEDGER(W/SCREWS): rn J PT 2x6................(3)%4"x 4%2"LONG#14 WOOD SCREWS PT 2x8................(5)%"X 4-'/2"LONG#14 WOOD SCREWS N Q PT 2x10..............(7)%4"X 4%2"LONG#14 WOOD SCREWS m — PT 2x12..............(9)%4"X 4%2"LONG#14 WOOD SCREWS w ~ 4. OVERFRAMING NOTES > � ) z • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. z0 �J J W • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d U Q COMMONS MIN. Q • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT N — CONNECTOR. CD ����•��� 14-07-00 ����( ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. w • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO W W/(5)10d COMMONS MIN. U) -- --- - - RAFTER WHERE APPLICABLE co RAFTER SPAN SCHEDULE V_ 01,111 O.C. C-3 CD3 ......_. . S ' SPACING LUMBER SIZE Y ... `{ t j 2x6 2X8 2x10 2x12 a.. x . a c... z 14'-5" 18'-3" 21'-8" 25'-6" O �\\ - - - 22'-1" 1 '6" " 18'9" ~ ---_ I_.. 16" 2 15 10U) CD i \ r- 10'2" 12'-11" 15'-4" 18'-0" 24" u, g ( y 20 L.L./15 D.L.#2 SYP 1 ;,,: CEILING JOIST SPAN SCHEDULE , • SPACING LUMBER SIZE I _ S G cn 1 / 1 C R0 _._ ( ( w. 2x4 2x6 2x8 2x10 w \ i z Building Dept: _ -> p 12" 11'-10" 18'-8" 24'-7" 26'-0" U) 16" 10' 9" 16'-11" 21'-7" 25'-7" m_ -6 -66 �t ()0; 24" 9'4" 13'-11" 17'-7" 20'-11" z I 10 L.L./5 D.L.#2 SYP -00 Uj l _ 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY ¢ BUILDER IN ACCORDANCE WITH FRC R302.12. O 1-11-08 "- r E g 03 1_02_08 oA .. y 2-00-00 R6 .... Z/o// n \ 01 (Y 3 \\ o Zi u ... ° 16 ix 0 ` �/ t._ z __. ....... . . ........ . . ....... . - / i 0 { 14-07-00 ........ �- w IL x m m clLU z O w ¢ 1 z D CL w = 0 LLU U Q zwm0 o omD RLL z 5 — U J > C)o � _ U J WCD I-- ¢ fyz � �— = Q ,_,_ 0 u J Z K co TRUSS ENGINEERING NOTES. D 0-) cC Q • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALLNamCV U LO TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING oW N PEX TO THE TYPICAL WALL SECTION SHEET. 0 �' r O • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING A �� aN ,l , ►,� � Plan #: K1518 No '1 � �° Job #: 15-1077 a °O SHEET NUMBER 0 S" OF 'td if 11 _ SECOND LEVEL ROOF FRAMING PLAN � DEhtLKgjyii` v-,j,4 tAY,, P.E. ST-4A GLENN LAYTON HOMES P.E. NO. 71457 1 ❑-OZ-2❑1 5 U U vi \ W (D v Q U p o o c U t U c STS + a� 3 >.2 »v E'S U a� — TYPICAL ROOF DECK. SEE TOP PLATE TO JACK/KING GROUP: $ ys o u �-L w, o o c SHEATHING SPECS,SHEET ST-1 ' m 1(1)SDWC15600 SCREW AT OPENINGS 6'OR LESS. Q "'_� o n'o o >,Q SOv o o N 2x NO 2 SYP BLOCKING TO FIT TIGHT 11(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND 8' E 0- 02 0 o 0 n 3 h o BETWEEN TRUSSES, 3 10d TOE-NAIL o o=b o r� CJ v, o € o 36"<c<8' qj aoft . � 00 ( ) @ SEE PLAN OTHERWISE EACH END,BLOCKING MAY BE OMITTED c L o 0 ° . 3 L =a =o N FOR HEEL HEIGHTS<9" 2x6 x MIN 6'LONG N0.2 O o«: o c� v o d E o •p N U G O .#� � CQ TRUSS OR RAFTER TO TOP PLATE W/ SYP OVERHANG RAFTER 2 �,'�y,2 a T o` l0-o � SCABBED TO TRUSS TOP - N = o " = E N o SDWC15600 INSTALLED FROM BELOW PLATE H2.5A/T OR SDWC15600 CONNECTOR TO y o v= M. v 0 o o w AS SHOWN IN INSTALLATION#1 BELOW. CHORD W..MIN (16)10d JACK/KING `€ Y _ - COMMON NAILS GROUP INSIDE FACE OF STUD 1999 , R 0 ad w orange Park, FL ry 2x6 x MIN 6'LONG NO.2 SYP OVERHANG TRUSS TO TOP PLATE W/ 32073 TRUSS OR RAFTER TO TOP PLATE RAFTER SCABBED TO TRUSS TOP CHORD SDWC15600 R H2.5A/T TRUSS OVER HEADER: (n OPTIONS, UNO: W.. MIN(16)10d COMMON NAILS INSTALLED @ IN IDE FACE 2x6 x MIN 6'LONG NO.2 SYP OVERHANG •H2.5A/T OF PLATE AS)SHOWN* TOP PLATE TO HEADER W/ RAFTER SCABBED TO TRUSS TOP CHORD WALL SHEATHING TO TOP PLATE W/8d •SDWC15600 SIMPSON SDWC15600 @ MAX W.. MIN 16 10d COMMON NAILS W w 01-1 COMMON,SPACING PER TABLE 2 ST-1. ( ) - H2.5A/T OR SDWC15600 @HEADER JACK\KING 3 TOP PLATE TO STUD W/ 32"O.C. (SEE HEADER GROUP AND @ MAX 32"O.C.,SDWC MAY BE 4'BETWEEN TOP OF WOOD PANEL AND SDWC15600 )R H2.5A/T TYPICAL CENTER OF FASTENERS. FRAMING NOTES ON SHEET TYPICAL EXTERIOR WALL INSTALLED TO EITHER FACE OF STUD,SEE EXTERIOR WALL ST-1 FOR ALTERNATES) INSTALLATION DETAILS BELOW STUD ALIGNED DIRECTLY z STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR 2x4 OR 2x6 STUD GRADE SPF PL WALL STUD SPACING. ROOF BEARING ONLY. * BELOW TRUSS HEADER FRAMING BETTER @MAX 16"O.C. PER PLAN SEE INSTALLATION#2 BELOW Q AL WALL SECTION ALTERNATE SECTIONS AT ROOF co TYPIC ALTERNATE ROOF-TO-WALL CONNECTION w �I o (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) N N Q N U Cq V• SEE TABLE 2:WOOD STRUCTURAL PANEL rn I SHEATHING REQUIREMENTS FOR TYPICAL -J STUD TO BOTTOM PLATE @ HEADER SHEATHING SPECIFICATIONS JACK/KING GROUPS AND @ 32"O.C.W/ STUD TO BOTTM PLATE @ HEADER JACK/KING TYPICAL EXTERIOR WALL SHEATHING TO BOTTOM PLATE `� Q �., WALL TYPICAL EXTERIOR OR W/8d COMMON @ 3"O.C. OPT.2x_LEDGER,ATTACH co c' (2)SDWC15450 OR(1)SDWC15600,SDWC MAY GROUPS AND @ 32"O.C.W/SDWC15450, INTERIOR LOAD BEARING LL BE INSTALLED TO EITHER FACE OF STUD, SDWC MAY BE INSTALLED TO EITHER FACE OF TO FLOOR TRUSS TOP WALL SPLICE WALL SHEATHING OVER CHORD W/10d @ 6"O.C. w I- SEE INSTALLATION DETAILS BELOW STUD,SEE INSTALLATION DETAILS BELOW RIMBOARD. INSTALL(2)ROWS 8d � � Z BOTTOM PLATE TO TRUSS @ 24"O.C. COMMON NAILS ABOVE AND BELOW ALTERNATE SHEATHING z W/SIMPSON SDWC15600 ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS v O w BOTTOM PLATE TO TRUSS @ 24" CONNECTOR: CONNECTOR: n U) O.C.W/SDWC15450 BOTTOM PLATE TO RIBBON BOARD (MIN 1 2', MAX 5")AND SPACE NAILS Y EXTERIOR WALL @ 4"O.C. STAGGERED. ¢ Q W/10d @ 6"O.C. 1Z'x MIN. 18 GAGE COVERING PER SPECS METAL STRAP @ 48" N TO LAP UPPER AND GAP PER APA RECOMMENDATIONS GABLE FLOOR o LOWER LEVEL WALLS 12° O.C.W1 MIN(5)NAILS EACH IN UPPER AND CONTINUOUS 2x4 TRUSS BY OTHERS W (n AS SHOWN. MIN(5) LOWER STUDS/HEADER RIBBON BOARD-' U NAILS PER STUD U) W WALL SHEATHING TO BOTTOM PLATE W/ .75"THICK(MIN)OSB/PLYWOOD RIM TO06 8d COMMON,SPACING PER TABLE 2,ST-1 • MATCH FLOOR DEPTH _ __. � 2x4 NO.2 SYP DIAGONAL BRACE @ 48" •� ONTINUOUS 2x4 RIBBON BOARD O.C. DIAGONAL BRACE TO FLOOR WOOD FLOOR WALL SHEATHING TO TOP PLATE W/ iv 8d COMMON @ 3"O.C. TRUSS OR DBL TOP PLATE W!(3)10d Q WALL SHEATHING TO TOP PLATE W/8d TRUSSES BY OTHERS TOE-NAILS AT EACH END. COMMON,SPACING PER TABLE 2, ST-1 O ALTERNATE STRAP TOP PLATE TO TRUSS @ HEADER CONNECTOR. SEE JACK/KING GROUPS AND @ 24"O.C.W/ TYPICAL EXTERIOR WALL LO LO "METAL FLAT STRAP SDWC15600 TOP PLATE TO TRUSS @ 48"O.C.W/ EXTE ZIOR SHEATHING TO SPAN METAL FLAT STRAP 2ND LEVEL ALTERNATE �4" WSP RIM BOARD 2ND LEVEL STUD TO STUD TO TOP PLATE @ HEADER JACK/KING SIMPSON SDWC15600 CONTINU US ACROSS FLOOR SYSTEM STUD TO 1ST LEVEL STUD SPLICE CONNECTION PARALLEL FLOOR TRUSS 1ST LEVEL STUD" GROUPS AND @ 48"O.C.W/SDWC15600,SDWC LO DETAIL ( MAY BE INSTALLED TO EITHER FACE OF STUD, ALTERNATE FLOOR-TO-FLOOR UPLIFT " • I SEE INSTALLATION DETAILS BELOW STUD SPACING PER TABLE 3: MAXIMUM Oz ' 40272.5339 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR-TO-FLOOR UPLIFT CONNECTOR NOTES: OR u) SPF OR BETTER @ MAX AND FLOOR BEARING. 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ALTERNATE TYPICAL EXTERIOR RI 16"O.C, UNO. SEE PLAN FLOOR-TO-FLO R UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER INTERIOR LOAD BEARING WALL z Building Dept: W ADDENDUM :D TYPICAL WALL SECTIONFLOOR-TO-FLOOR R- - L R UPLIFT CONNECTION NOT 2. THREADED RNATE ORQUICAP ECTORATEMISACCEPT TO 1 ST BLEDOOR TION IN CORSTUSOTC.W111UD TO 8X18 OR METAL W NOTE• FLOOR TO F OO U 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY z w REQUIRED UNDER GABLE TRUSSES AND WHERE DESIGN BY APE :TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. AW/MIN ND BE(AMNAILS EACH IN STUD z COMMON TRUSS SPAN IS '16 FEET OR LESS. WOOD BEAM OR TRUSS W r-� GIRDER PER PLAN p •ANCHOR BOLT(SEE OPTIONS)W/NUT AND 2" MIN Yz"36 KSI O_ SQUARE WASHER: AIN%2'x10"L-HOOK THREADED ROD " MIN Yz"Ox 6"TITEN HD MIN Y2"Ox 6"TITEN HD MASA TO TOP OF w •TWO STORY-STUD TO BOTTOM PLATE @ ANCHOR BOLT OR HILT[KWIK HUS-EZ •EACH SIDE OF OPENINGS OR HILTI KWIK HUS-EZ BOTTOM PLATE W/(6) z HEADER JACK/KING GROUPS AND @ 48" ADHESIVE(OR •WITHIN 12"OF END OF PLATE SEGMENTS DO NOT USE J-BOLT AT 10d x 1 Yz" O O.C.W/SDWC15450 APPROVED EQUAL) i= 0 a) 2"DIA,x 2z"MIN •SINGLE STORY-STUD TO BOTTOM PLATE MAX 48"O.C.OTHERWISE HOLD-DOWN TO TOP OF WOOD EMBEDMENT @ HEADER JACK/KING GROUPS AND @ CONNECTORS PLATE 2ND FLOOR WALL TO BEAM OR HEADER o APPROVED 32"O.C.W/(2)SDWC15450 .< 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE o_ WEDGE ANCHOR •SDWC MAY BE INSTALLED TO EITHER WALL SHEATHING TO PT SILL PLATE WITH STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM(OR GIRDER) p OR EQUAL @ 48" FACE OF STUD, SEE INSTALLATION 8d COMMON, SPACING PER TABLE 2,ST-1 MASA TO SIDE OF O 8"EMBED AT STEMWALL BOTTOM PLATE W/(3) KING STUDS: EACH KING STUD TO BEAM/HEADER BELOW WITH p O.C. MAX W/2" DETAILS BELOW Z'BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC rt 10d x 1 Y2' MSTA36(OR CS18)WITH(18)10d. SQUARE WASHER �- F O AND CENTER OF FASTENERS. � MONOLITHIC OR MONOLITHIC SHEA DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER � MONOLITHIC OR w RWALLS: ° a STEMWALL FOOTING STEMWALL FOOTING FOOTING ONLY MASA SET Yz"TO HE BELOW PER SW SHEAR WALL SCHEDULE ON SHEET Q � 1.. 1 ", SYSTEM T a -- o MINIMUM g /MAX/a GAP BETWEEN >` PER PLAN APPROVED ADHESIVE INSIDE OF SLAB. ** U BOTTOM OF PANEL AND TOP OF SLAB. WHEN FLOOR EM EXCEEDS 16"DEPTH, USE SIMPSON CS18 z a 4 ° OR EPDXY ANCHOR MIN. ** /�//�� 4 MIN MONOLITHIC ORPER 31 MSN. MONOLITHIC EXCLUSIVELY O /� // // // / :_. 1/a° PLAN WALL FTC X/ �/ /X/ /�/�/� 3 FOOTING ONLY ALTERNATE SECTIONS AT FLOOR /i, /i, /i, /i, /�, /i• ��//\� Q \ � //� %2" DRILL & EPDXY =' O SCREW ANCHOR IN 2" O SCREW ANCHOR IN Lu EXTERIOR SHEATHING TO RESOLVE 1 " J-BOLT ANCHOR ANCHOR 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE MASA ANCHOR x \ • • 4 \�/ WALL UPLIFT AND SHEAR AT SILL IL a Q / PLATE. TYPICAL, LINO. TYPICAL OTTOM PLATE ANCHOR OPTIONS r TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES: 1-HOUR FIRE RATED ASSEMBLIES: y Co 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING ARE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE 2a°-2%a" (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 2. TYPICAL ANCHOR BOLT SPACING IS 48"O.C., SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. z TYPICAL WALL SECTION NOTES: NON-TYPICAL BOLT SPACING. REQUIREMENTS . FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1Y2 NAIL PENETRATION INTO O 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x_N0.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C. STAGGERED 3. MINIMUM(2)AN 'HORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS @ MAX 24"O.C. Pressure w (UNO). MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN ANCHOR MUST BE PRESENT WITHIN 12"OF THE END OF ANY PLATE . USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER treated sill < 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. 4. ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER SPECIFIED INSTALLATION DETAIL 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. . . 4!, z • WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND • ' '` '` ''''�•��" �• '' ^• •• � 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE L). 3 O 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK SDWC15ack at sill late connection W 5/"TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR"TYPICAL 10° 0° PTM �- WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR PLYWOOD MUST BE INSTALLED Optimal 22Yz° Finish:Black E-Coat U TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. Q �✓ Note:Sill plate anchor to foundation not shown for clarity. LU U 0 E W W M V SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER WJ 11 SDWC STUD-TO-SILL PLATE CONNECTION O o M J .(n Q LLI 'NOTE TO FRAMER' 'NOTE TO FRAMER" T ; —�^ r , _..� >_ MAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO NARROW FACE OF w V J e U J EACH STUD,(2)SDWC TO NARROW FACE EACH STUD,(2)SDWC TO NARROW FACE W 1 OF STUD REQUIRES(2)STUDS OF STUD REQUIRES(2)STUDS w Optimal 22/2° a- $, LL 10° 0° Rafter or Truss 4 min 4 n �'a"rrin �'a" ' - - < LL 30°Ma Y2'minimum Yz"Min 30° edge distance Optimal 22 Yz° II /Z J g SDWC15450 ��� U for full values Splice may be in 30° 10° 0° _ 1-- Z l.J 00 (with or without upper or lower MIN Yz"EDGE . ; ,,q m < � (/) ® Do not install SDWC in a plate splice) plate DISTANCE hatched area >, LO SDWC15600 Y2 Max 3"+/Y4' '�` � -'-' Imo-• -►I Yz"Min Offset Ya"from .I � W I— top plate splice = N �Overhanq_ 1 3/a"Max SDWC15600 for full values MIN Yz"EDGES I— O Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 _ DISTANCE f J Rafter to Top Plate shown SDWC15600 (1)SDWC (2)SDWC STR� �T RAL 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 sim r. �� � � /t� i� Plan #: KI 518 1 STANDARD SDWC ROOF TO WALL INSTALLATION 1 q STANDARD SDWC ROOF TO WALL INSTALLATION RANGE 2 OPT.SDWC INSTALLATION TRUSS/RAFfER ALIGNED WITH STUD 2 Q O SDWC INSTALLATION RANGE 3 SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE OPT. SDWC STUD-TO-TOP PLATE SDWC INSTALLATION RANGE OPT. SDWC STUD-TO SILL PLATE CONNECTION � � �� (SIM FOR STUD TO TOP PLATE CONNECTION) q CONNECTION THROUGH NARROW FACE 4a 1AT NARROW FACE OF STUD 1 2 THROUGH NARROW FACE AT FDN 13 SDWC EDGE DISTANCE AND SPACING INFORMATI \ EA[5�% ��� " Job #: 15-1077 Z�`fziZ . 1° z/ x T-5 GLENN LAYTON HOMES ° ?8 � �y ��%P'E P.E41=57 1 ❑- 2- 0 1 5 (2)MSTA24 OR(2)SPH4/s TO NO 2 SYP DOUBLE TOE-NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 NO.2 SYP BLOCKING BETWEEN TOP PLATE TOP PLATE U U BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH 1 DIAGONAL BRACE PER 10 TRUSSES APPLIED TO TRUSS TO TOP PLATE ( ) ( ) (3)10d EACH END BLOCK TO ROOF DECK AND DBL (2)MSTA36 TO INSIDE OR OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT c�o � .. TOP PLT W/8d COMMON @ 3"O.C. W./H2.5T, UNO OUTSIDE FACE OF WALL APPROXIMATE 45°ANGLE TO NO LESS THAN 3 TRUSSES. "-3 U FASTEN 2x4 N0.2 SYP DIAGONAL ROOF DECK BRACE TO BLOCKINO W!(6) 10d II I I II O II U ° c o rnN 2x4 SYP OUTRIGGER @ 24"O.C. DOUBLE-,,,, - s N�t''c U a c NO 2 SYP U c - CLIP TO GABLE TOP CHORD W/ PER ARCH.DRAWINGS TOP PLATECONTINUOUS LATERAL RESTRAINT O E'.2 �' E ° p a ci (CLR). QUANTITY AND LOCATION p o 0 0 o c (1)H2.5TW/(10)8dx1-2' oyt-0Lv ••; DEFINED BY TRUSS SHOP DRAWING. . a o T '� c Q s � �— Q -a 0c 24"LONG 2x4 NO.2 SYP SCAB CRIPPLE STUD AT EACH°u o o p c$3,y v C, y� GABLE TRUSS � _ _ _ _ _ APPLIED TO GABLE VERTICAL END OF HEADER SILL, _ yF� OR BLOCKING BETWEEN z_ AS SHOWN To p= poo rL- 0 y p N p0 TRUSS WEBS W/10d AT 3"O.C. w� p a F` c p c a m U cz � cpm v ° ovEmJda INSTALL DBL 2x_BLOCKING y o Go.p o u E v 0 €moi PER ARCH. DRAWINGS N c °'a a� a N O �, 0 3 2x6 NO 2 SYP DIAGONAL BRACE IN FIRST TWO STUD SPACES. APPLIED TO EITHER IF LATERAL RESTRAINT MUST 3E o � �'c 8 8 a��iyo g NO.2 SPF HEADER SILL FASTEN SHEATHING TO SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 1999 Wells Road 2x6 NO 2 SYP DIAGONAL BRACE I -f--FASTEN(1)SIMPSON HGA10 BRACE BLOCKING WITH 8d DO SO WITH OVERLAPPING BRACES SEE PLAN FOR LENGTH) I I CONNECTOR FROM TO EACH COMMONS @ 3"O.C. LIKE THIS(TYP EVERYWHERE ( E TO 8FT SINGLE 2x6 ONLY DIAGONAL BRACE TO GABLE MAX 36.5"R.O. •UP TO 20 FT,2x6 W/2x6 T-BRACE32073 I VERTICAL/SCAB •DBL 2x4 NO.2 SYP FASTENED TO FASTEN 2x6 NO.2 SYP I- — — -� INTERIOR FACE OF GABLE TRUSS m m TRUSSES NEEDING BRACING "T-BRACE"TO DIAGONAL I I I I FOR GABLE BRACE BRACE W/10d @ 3"O.C. INSTALLATION.LOCATE MEMBER FASTEN STUDS TOGETHER W Ll l 8'-0"OR AS SHOWN ON PLAN ( i OPPOSITE LOWER ROOF DECK. WITH(1)ROW 10d AT 4"O.C. LATERAL BRACING - MULTIPLE TRUSSES •FASTEN 1ST PLY OF 2x4 TO EACH SHEATHING EDGE NAILING ( � 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 N0.3 SPF OR BETTER(UNO). z GABLE VERTICAL MEMBER W!(3) PATTERN AT STUD GROUP, PER 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 10d "WOOD STRUCTURAL PANEL" CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 0 •FASTEN 2ND PLY TO 1ST PLY W/ TABLE,ST-1 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS (- - - - - - — _I 10d@6"O.C' _ — ---- -- - NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. I; 4. ALL FASTENERS SHOWN ARE .131"x 3"LONG(UNO). W FASTEN1)SIMPSON HG 0 BRACE CONN CTOR FROM 5. DESIGNED PER SCSI-B3,2007. DIAGONAL BR E TO GABLE V TICAL/SCAB ROOF DECK NAILER/BLOCKING LLJ FASTENED TO JACK W/(3)10d I o 0 TOE-NAILS I N � - a STUDS TO SLAB WITH (v) DTT2Z OR LTT20B -^� rn - — — CONTINUOUS LATERAL RESTRAINT WEB J �s°MAX �s°max �s°max BRACE SUBSTITUTE o - --- --- -- THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL d PRE-MANUFACTURED AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR WEB MEMBER SPECIFIED ALTERNATE BRACING N Q WSP HEADER DETAILS JACK TRUSS 90-DEGREE CORNERS. co (ELEVATION VIEW) SIZE CLR T OR L SCAB J 2x4 1 ROW 2x4 (1)2x4 "- E- NOTE: EXTERIOR OSB WALL COVERING SERVES AS CHANGE IN PLATE HEIGHT 2x4 2 ROWS 2x6 (2)2x4" j A! HEADER OVER OPENING AS INDICATED ON PLAN T-BRACE FASTENED TO ' ^ z WEB W/10d AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6 > `J J B4 GABLE ANGLE BRACING DETAIL AT JACK TRUSSES 2x6 2 ROWS 2x6 (2)2x4" p PACING=24"O.C. TOP OF WALL _ : 1 2x8 U 2x8 1 ROW 2x6 O W 1) MAX.TRUSS S I __ 2) OUTLOOKERS,BLOCKING&CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR f_ ( 2x8 2 ROWS 2x6 (2)2x6` NON-DROPPED GABLE TRUSSES W!12"OR LESS OVERHANGS. "HEADER PER PLAN L-BRACE FASTENED TO o — 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. WEB W/10d AT 6"O.C. SINGLE TRUSS BRACING ' - TOE-NAIL MIN 2x4 NO.2 SYP BLOCKING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL Lll BETWEEN TRUSS TOP CHORDS W/ ROOF DECK RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE06 (3) 10d COMM NS EACH END SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. 2x4 SYP OUTRIGGER @ 24"O.C. WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR O • • CLIP TO GABLE TOP CHORD WITH ( "IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. Y (1)H2.5T w/(10)8d x 1-2' REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES,AND • 2x4 N0.2 SYP BLOCKING BETWEEN js"MAX as"max as"max TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. Z �9 OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK AND DBL OOR HEAD F TOP PLT WITH 8d COMMON @ 3"O.C. EIGHT U) KING AND JACK STUDS � FASTEN 2x6 NO.2 SYP DIAGONAL BRACE TO NO 2.SYP PLANK ORIENTED � PLANK HDR TO JACK PER ENGINEERING � BLOCKING w/(6) I GABLE TRUSS SEEDER,SEE PLAN FOR 4 EACSTUDH SIDE S wl 20F HEADER 10d COMMONS III —GARAGE DOOR BUCK/JAMB NAILED TO STUDS W/(2)16d COMMON OR LO 12d CC NAILS @ 16"O.C. WALL SHEATHING PER PLAN PLANK HEADER FRAMING ELEVATION f- WEATHERSTRIPPING/STOP w L OR T BRACE VERTICAL 1 GARAGE DOOR z Building Dept: REINFORCEMENT PER U) TRUSS ENGINEERING `' ------- ------- m w -------------- W ROOF TRUSS ROOF TRUSS y z OR RAFTER OR RAFTER 8'-0"OR AS SHOWN ON PLAN O 2x6 SYP GOAL POST ATTACHED w 2x4x8'-0"N0.2 SYP LATERAL `� 't a TE Q � ,,. TO STUDS W/(2)ROWS OF 3-y2" BRACE @ 48' O.C. FASTENED GALV DECK SCREW @ 2 O.C. SUPPLIER MAY SPECIFY A FASTENING S 1 " IN LIEU OF SPECIFIED DECK SCREWS FOR '' i _ v 'ATC W/3"SQUARE x" GOAL POST ATTACHMENT,THE GARAGE O TO EACH TRUSS w/(3)10d 7"ATC R 3"SQUARE x a" - F BEAM " - WASHER @TOP OF BEAM �° � 5 _:" ER @ TO �' WASH P O DOOR I N w COMMON `'_ GARAGE DOOR TRACK ATTACHED ` PATTERN OF THE GARAGE DOOR TRACK - - -- - -- DIRECTLY TO THE KING AND JACK STUD PER MANUF WRITTEN DBL TOP PLATE PER PLAN O FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR SPECIFICATIONS THROUGH THE GOAL POST. FROM TO DIAGONAL BRACE TO TOP PLATE Q 4 O GABLE TRUSS TO TOP CHORD CONNECTION • PORCH BEAM,SEE PLAN PORCH,BEAM,SEE PLAN GARAGE DOOR JAMB DETAIL 0 FOR SPECIFICATION iFOR SPECIFICATION O • DRILL BETWEEN PLIES OF i •DRILL BETWEEN PLIES OF i cl A) TOE-NAIL TRUSS BOTTOM 4' OSB OR PLYWOOD BEAM TO ALLOW ATC TO BE ; i "OSB OR PLYWOOD ROOF DECK CHORD TO TOP PLATE = BEAM TO ALLOW ATC TO BE w/10d COMMONS @ 8"O.C. 2x6 FRAMED EXTERIOR ry BEARING PLATE BEARING PLATE CONTINUOUS CONTINUOUS TRUSSES PARALLEL TO WALL: ROOF TRUSS "- WALL PER PLAN ; 2x4 SPF(MIN) NAILER FASTENED OR RAFTER Q F B) STRAP TRUSS TO TOP PLATE i � � TO DBL TOP PLT W/10d @ 3"O.C. U WITH MSTA12 w/(8) 2x4 SPF(MIN)BLOCKING z 10d COMMONS @ 48"O.C. BETWEEN EACH TRUSS. TRUSSES PERPENDICULAR TO WALL: } i , FASTEN TO BEAM w/10d c� 2x4 SPF(MIN)BLOCKING @ 4"O.C. 0 BETWEEN EACH TRUSS. FASTEN O TO DBL TOP PLT W10d @ 4"O.C. TRUSS TO PORCH = BEAM W/SDWC15600 O LU 9x9 OR LARGER NO.2 SYP PT i i 9x9 OR LARGER NO.2 SYP PT B GABLE ANGLE BRACING DETAIL (W/ HGA10) ; HOLLOW COLUMN; DIMS PER ; ; HOLLOW COLUMN; DIMS PER x 1) MAX.TRUSS SPACING=24"O.C. ARCHITECTURAL PLAN ; ARCHITECTURAL PLAN w a. 3/8'OR THICKER CDX Q 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE T R OSB FASTENED TO X Q TRUSSES W/12"OR LESS OVERHANGS. TRUSSES, RAFTERS � � `Lx WALL FRAMING OR BLOCKING W/8d m ' %"ATC CONTINUOUS FROM %"ATC CONTINUOUS TO TOP COMMONS @ 3"EDGE, PORCH BEAM o CMU PIER TO TOP OF PORCH i OF PORCH BEAM 12"FIELD. V I BEAM PORCH BEAM TO POST: O X X (1)MSTA24 w i WOOD STRUCTURAL SHEATHING POST TO SLAB: Q iNx — ABU POST BASE ANCHORz I � OR DTT2Z (UNLESS NOTED OTHERWISE) Uj TOTAL NUMBER OF JACK PLAN VIEW SHEATH FRONT FACE ' TYPICAL PORCH SHEATHING DETAIL AND KING STUDS SHALL BE ONLY WITH 8d i O AS SPECIFIED ON PLAN. THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES U U �✓ i�'� COMMON AT 3"ON r I EDGE, 12"IN FIELD UNLESS NOTED OTHERWISE. Q LO Z c WWmz ROOF DECK TO JACK TRUSS p O M W/8d COMMON @ 3"O.C. p Q W EACH JACK STUD TO i i Z > _ HEADER WITH MSTA24 i i i i _ U HOLD DOWN OPTION i i SCRIBE 2x4 SPF U /�/1 a 2x6 JACK/KING STUDS i i i i VERTICALS OCTO JACK TRUSS x W U NAILED TOGETHER w/(2) IN LIEU OF ABU66: PTIONAL COUPLER OPTIONAL COUPLER I W C7 •NOTCH STUDS 18"MAX RATED FOR MIN 3200 LB RATED FOR MIN 3200 LB JACK TRUSS a ROWS 10d COMMON @ 8" I FROM BOTTOM PLATE O.C.STAGGERED. I I I Q I z n/ (MAX(1)KING STUD LL Ln I i I SHEATH SW BELOW TO � HUL SPECIFIED ON PLAN MAY %"DRILL&EPDXY _ . -------------- DECK - BE NOTCHED) W/MIN 12"EMBED / /\/. GIRDER TRUSS i I j ROOFTRUSS TO SW TOP PLT -I) \ U z0 SIMPSON ABU66 POST I I I I •INSTALL DTT2Z W/12" \\\\\\\\\\\\j�� I I I I I o� �^ BASE I ( I LONG x Yz"DIA DRILL AND ////// I I I I I I W/10d COMMON @ 3"O.C. _ < � V) o I � I � EPDXY ANCHOR O ° ° /\\// •(2)2x10 PT SYP JOIST i I I j I j i g � �•1 'U' U ° �� �� �/ \/ LOCATED BELOW EACH I I I > N U V J 1 \ / 2x WALL STUD .COLUMN LOCATION 1 � E X � W N DRILL BETWEEN PLIES OF G P BEAM TO ALLOW ATC TO BE DBL STUD BELOW , O CONTINUOUS GIRDER TRUSS\ 11�#� .. AL • • o W1 MIN 8"EMBED DRILL&D DOXY � ,.•• ••.* � Plan #: K1518 „,'� �', �sc�`'•���* Job #: 15-1077 4 a o 714,57 • N INTERIORSW • N + PER ST-3 �. • 5 „ ELEVATION VIEW 5/8"x 12"EMBED. DRILL s DRILL 8 x12"EMBED. DRI • AND EPDXY ALL TRUSS ABOVE SW DETAIL �� AND EPDXY ALL .• ANCHOR THREAD ANCHOR JACK �S •• . �!✓ ` THREADA SINGLE-STORY HOLLOW COLUMN SINGLE-STORY HOLLOW COLUMN � ; ••,� , : , , *. � r I GARAGE RETURN �.�"� ��'�'��' G4 FRAMING DETAIL FRAMING DETAIL (SECOND FLOOR) GLENN LAY�TON HOMESf '� ' Y, P.E.�71 457 10-02-2015 I, f i 4"CONCRETE SLAB W/ 0'-0"A. F. 6x6 W1.4 x W1.4 WWF OR (BEYONDll U-BLOCK W/ U U FIBERMESH 4"FLOATING CONCRETE W (1)#5 CONT ROOF DECK, SLAB W/6x6 WI.4xW1.4 WWF ORFIBERMESH > I u�, ;;-_� v a� SEE SPEC. TABLE 2 N ��,o - - - 8"MIN . 4- 'o 28"MAX - - - = o w tU":2U o D i p � � }.a., c U) GRADE TO TOP PLATE O SIMPSON o` = g o - =_ 0 3 \/\\ D f\/ \\/\\/\\/\\/\ r \ \ \ \ \/\/\ \/ \ ' SDWC15600 OR H2.5T CONVENTIONALLY FRAMED 2x6 M o ys° S L- � o•- h VAPOR BARRIER / �\ n o o T _ \\ °. ° \// 1/\/\ \\ \/\\ \ \ \ \ O /\\ \ \ - No.2 SYP RAFTERS OR Q >. o _ Q c v %\ �/� '�\r\\/\ \\ \\ \ \\\\i\\� \�\\�\\�\\X� \X\\\ PREMANUFACTURED TRUSSES E °�v o , / / 2x4 NO.2 SYP DOUBLE =�•- =c rn� _ w \\\/ @24"O.C. L mon 'v r- tEK" rj MAX 3 COURSES: #4 OR#5 VERT \ \ \ \ TOP PLATE. ° v N " 2 _ / / / �///fir r O 3 E = FOOTING TO BEAR ON \ / \ \//\//\// 6"OPT. EXTENSION IN BRICK REINFORCING @ MAX 72"O.C. \ \ \ o = 2 = N o FIRM UNDISTURBED SOIL / D ° /_�\, �, " 2 o� o � � LOCATIONS ON FND PLAN MAX 5 COURSES: #4 OR#5 VERT. _ _ REINFORCING MAX 48"O.C. °. s o c°i r n'v s 9 U H �v a=i m c y O F �v0 Y 12"UNDER 1 STORY WALL • • 2x4 NO.2 SPF STUDS @ WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 �`/ ° _ 16" O.C. EACH STUD TO TOP PLATE W/ ' BAR IN BRICK LEDGE ` 16"UNDER 2 STORY WALL SIMPSON SDWC15600 OR H2.5T WITH(3)#4 OR(2)#5 CONT FOOTING D BEAR ON FIRM ADDITIONAL#4 OR#5 SHEATHING OVER STUDS. e UNDISTURBED SOIL IN BRICK LEDGE SEE SPEC, TABLE 2 EACH STUD TO BOTTOM PLATE W/SIMPSON 1 MONOLITHIC FOOTING SECTION VERT REINFORCEMENT TO 4"OPT BRICK LEDGE SDWC15450 OR H2.5T IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM HAVE 6"BEND @BOTTOM NOTED ON FND PLAN STRUCTURE STEEPER THAN V-0"VERTICALLY PER T-0" CAST-IN-PLACE FOOTING SPECS APA RATED ROOF SHEATHING, 2x4 N0.2 SYP BOTTOM PLATE � HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT SEE SPEC, TABLE 2 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE OF EOR TO PREVENT 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT FASTENED TO EACH TRUSS/HEADER I ' ' BLOCK W/ 2 SDWC15450 OR H2.5T �-+-+ W EROSION OF SOIL. O _ 2. USE STEMWALL FOOTING Z SHEATH TRUSS TOP CHORDS CONTINUOUS BELOW CMU STEMWALL SECTION DORMER, OR BRACE TRUSS TOP CHORDS W/ 4"CONCRETE SLAB W/ C7 6x6 W1.4 x W1.4 WWF 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK PURLINS AS REQUIRED BY TRUSS ENGINEER _ OR FIBER MESH 8"CMU CHAIR BLOCK W/ FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 IF H2.5T OPTION IS USED, FASTEN COURSES HIGH. SHOULD THIS CONDITION EXIST,RECOMMENDATIONS 2x4 N0.2 SYP HEADER BLOCKS OR C� TOP OF SLAB hA (1)#5 CONT. MAY BE OBTAINED FROM THE ENGINEER OF RECORD. TRUSS TOP CHORDS @ 24"O.C. BOTTOM PLATE TO EACH TRUSS/HEADER • w 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY HEADER BLOCKS CUT TO FIT BLOCK W/(3) 10d FROM ABOVE W U) ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. TIGHT BETWEEN TRUSSES. z D TOE-NAIL TO TRUSS TOP CHORD N U w/(3) 10d COMMONS EACH END. '!,n` �KNEEWALL SECTIOVAPOR BARRIER / co r\VV USED FOR FALSE FRAMED DORMERS) J #4 OR#5 VERT REINFORCING / //\\//\// 04 v Q N Q UP TO 3 COURSES: 72"O.C. \/\ /\/\ A 4 TO 5 COURSES: 48"O.C. \/1\// , ROOF DECK FASTENED W/8d w I- \\� DRIVEWAY SLAB ORLd o " 1 , \% PAVERS,SEE ARCH 4"CONCRETE=SLAB,SEE PLAN RINGSHANKS @ 3" O.C. ON r SINGLE 2x4 N0.2 \\ -- -6 /\\ EDGE, AND 6"O.C. IN THE > z /\ SYP TOP PLATE z U) � FIELD. ROOF DECK FASTENED W ADDITIONAL#4 OR#5 IN / // W/8d RINGSHANKS @ Q [] FOOTING TO BEAR ON FIRM \r \ \' //� i BRICK LEDGE \\j\\/ /\\j\\j\\j 3"O.C. ON EDGE, AND _ UNDISTURBED SOIL / // /, " // // // / / F STEN SHEATHING TO DBL 6" O.C. IN THE FIELD. o \\\\\\\\\/\ 2x NO.2 SYP CORNER STUDS SINGLE 2x4 NO.2 4"OPT BRICK LEDGE / // // // // // // w VERTICAL REINFORCEMENT - /\\/\\/ \�\\/\\/\\/\\/� W/ d COMMON @ 3" O.C. (TYP, SYP TOP PLATE NOTED ON FND PLAN TO HAVE 6"BEND AT BOTTOM \�//\ \ \ \ �\ 4 PLACES) FASTEN SHEATHING TO DBL W CAST-IN-PLACE FOOTING SPECS j\/ / /// / \ \ 2x4 NO.2 SYP CORNER 0� 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT /\\�\\�\\� \\�\\\ / / STEMWALL BEYOND AND STUDS W/8d COMMON @ 3" O 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT /\\//\\/ 1 / //\\//\\/ CONCRETE FTG SEE PLAN O.C. (TYP,4 PLACES) Y A/ O B CONTINUOUS TO INSIDE MANUFACTURED TRUSS ROOF DECK n 2 UI STEMWALL SECTION / //\ / FACE OF TRUSS. TOP CHORD. WEB z PLACEMENT VARY. I. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK //,�//,� /,� /,� /,� /,� /,�//,�/ MANUFACTURED FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 GARAGE ENTRY CMU STEMWALL SECTION TRUSSES 24" O.C. LO COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 9 @ SECTION VIEW EXTERIOR ELEVATION MAY BE OBTAINED FROM THE ENGINEER OF RECORD. �J 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK T 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 12d @ 3 O.C. MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <� � • (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 2x6 NO.2 SYP TO BO11 TTOM ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. PLT AND TRUSS TOP 8d COMMON @3" O.C. zz 904.2'1205339 -_---_ _--- a-- -_- -- -- 2x4 N0.2 SYP BLOCKING W/1 z --aT- d Q -�-------- °-- e � CHORD OR BLOCKING BETWEEN TRUSSES TO 2d @ 3"O.C. (TYP,ALL Building Dept: SUPPORT BTM PLATE ABOVE. SIDES OF CHIMNEY) TRUSS TOP CHORD m \\\ a •a . ` FA TEN @ EACH END W/(3) 12d 2x6 N0.2 SYP w / OE-NAILS. (TYP, 2 PLACES) z / 16" VAPOR BARRIER z LUY o OOF DECK FASTENED W/8d RIN SHANKS @3"O.0 ON EDGE -' 2x4 N0.2 SYP BOTTOM 3 BEARING WALL FOOTING SECTION AND 6"O.C. IN THE FIELD. PLATE FASTEND TO z ' TRUSS TOP CHORD z 4"CONCRETE SLAB V�// W/12d @ 3" O.C. FASTEN SHEATHING TO DBL o 6x6 W1.4 x W1.4 WWF OR 4 2x NO.2 SYP CORNER STUDS IL FIBERMESH /8d RINGSHANKS @ 3"O.C. MANUFACTUREDOf 0'-0"A.F.F. = O (TYP, 4 PLACES) � � TRUSSES @ 24" O.C. U SEE ARCH. - (BELOW ROOF DECK) o a--�\ DWGS. q ° °------a-. FASTEN SHEATHING TO DBL ROOF DECK 0 LL 8"MIN 2x NO.2 SYP RNER STUDS /8d RINGSHAONKS @ 3" O.C. STUDS SPACED @ NO Q (TYP, 4 PLACES) MORE THAN 16" O.C. Z 8"x8"THICKENED 8" TOP VIEW (TYP) FTG AT STEP-DOWN, VAPOR BARRIER O0 SEE PLAN 0 CHIMNEY FRAMING & ANCHORING DETAIL w 4 CURB STEP SECTION � x w a Q x Q 6" j 4"CONCRETE SLAB NO 4 OR NO 5 @18"O.C. o W/6x6 W1.4 x W1.4 ` W/9"BEND @ BOTTOM w WWF OR FIBERMESH w z VARIES 8"MIN w 28 MAX z ,12"MIN% \ \ \ j O \ EL W lx� U U U VAPOR BARRIER \// � � cn 6"OPT. EXTENSION IN BRICK r cn Z `D LOCATIONS ON FND PLAN OO o 12' UNDER 1 STORY WALL ..., o .� z WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 BAR IN BRICK LEDGE w m V) 16"UNDER 2 STORY WALL WITH(3)#4 OR(2)#5 CONT w �W/ CL Oj L.L z > GARAGE EXT WALL CURB SECTION - _ Q LL 5 �j ,.._ 0 4"CONCRETE SLAB W/ m 0 6x6W1.4xW1.4WWF OR FIBERMESH 0'-0"A.F.F. - 9 A W ' CN LO SEE ARCH. Q -�--�-Q-a-- a----� DWGS. ,.,.�' � � 4 ° a� ° a y. a d . 3: 0 4" r` s� L STRU T�}�fgl� � E fig`'! Ei� �'� Plan #: K1518 VAPOR BARRIER IV C E •�- Job #: 15-1077 • 12"UNDER 1 STORY WALL WITH(2)#4 OR(2)#5 CONT e 0 7145 a ' 16"UNDER 2 STORY WALL 13 WITH(3)94 OR(2)#5 CONT �` TE OF 0 T-7 GLENN LAYTON HOMES °E BEARING CURB STEP SECTION P.E. (Of j711 1 0-027201.5 U U lo 12'-0" vi N w vi 20'-4" 10'-0" 20'-4" 14'-0'-' 4'-0" 2'-2" 9'-10" o E _a t o o C) n U ` 0)� +. o 4) 0 ci (n -O ''f,.22 L (1) - coo. 0. •- N Q TLw p n�_O TQ C� c' Co N FOOTING REQUIREMENTS FOR o 2 E.�To- o O v o 3 `m-'o COURTYARD FENCE AND EXTERIOR rJ SHOWER TO BE DETERMINED ON SITE o o_:•o'' (> N 0 E o L c2 r_ U do 3 L c� nQ DETERMINE - rONSITE T � � �° p o � as O c:uo � c'° u O oa�iEd — — —— — — — — — — — — — — — — — — — —— — — - - - - - - - - - - - - - — N 0 .- 4)1c N N O' N N O O 3 0 2115u 8 OY vo« I I — — —— — — — — —— — — — — — — — 1 1 I ,- - - -j r - - -- - -12"' r -- -- - - �- ,- I Road, , STOP BLOCK STOP 8 I BLOCK I I /4'. I8" CONC BLOCK 1 I FOR 36" GATEII1 , , ,FOR CON( I 1 FOUNDATION WALL = _ m I DR 1 SLAB I a I I 8 ROD CONT PER I 4�EL_ I I320730 I eLoPE FoR ! 18" StOP ENG'S DETAILS I I1 SLABNCDRAINAGE - BLOCK a„ (TYPICAL) N7I FOR 36 / % L - XT DR _ y & - - - - - - - -- -- - I � -- - - - - - I W w Z 4” CONC I L - - -- = SLAB - ' :t - -- - - - - - -- - - - - - - - - - - - - - - _-- - - --. -- - - - - - - ' L _ � � _ _ _ � — _� — _ - _ � _ � _ -1 I oSTOPBLOCK __ — — —, 4 GONG r 1 SLAB W/ I 1 °FGA-36" EXT DR I I I TURNED z \ L EDGE w — — — — — — — — — — - - - E j � I I p 1 � '• ►n i- � I I I I I U 12'-0" 4'-10" 23'-2" 5'-4" 5'-4'° I — IS'-0" — 3._4.1 4'-8" 1 I 26'-8.1 I I - 0 1 1 4 — — — -- - — — — — — — — — ----— — — — — —— — — —— 1 I 1 = MONOLITHIC FTG w EDGE I = I I I I 0 ® J ' I I I y' END'S DETAILS PER i I I 6x6 10/10 W.W.M. I 1 m 8 CONC BLOCK 1 I 0 4 CONC SLAB W/ d I I FOUNDATION WALL r^ — ON CONIC FTG W/ I - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - I } I I — I I ON ENE MIL VISQUENE I I VJ RODS CONT PER I [— 36" SILL L 4" CONC I TURNED OVER CLEAN, WELL ('- = I 1 (TYPICAL) I I I i SLAB I I S (T P) 1 1 „1 I REATED FCOMPACTEDLTE}RMITE 1 1 0 Z �r I 1 I 5 10 I 5 I I j 1 12'-0" ! 1 10'-2" cv IT-10" 1 12'-2° 3'-2" 5'-4" I I 14'-10" w �-jr- cl a" CONC BLOCK — -I- — — N — 0 FOUNDATION WALL ! a" CONI BLOCK `� / I I I 2 SLOPE FOR I I I FOUNDATION'WALL _ _ __ _ " C✓ DRAINAGE 1 ON CON( FTG W/ I I I ON GONG FTG W/ J I I I W RODS CONT PER L — — — _ _ _ 1 ENG'S DETAILS 36" SILL I ! I RODS CONI'{PER _ _ _ 4_ _ + I O� I I I (TYPICAL) ( ENG'5 DETAILS ELECTRIC I I ( (TYPICAL) — J L J I— — 1 DEEPEN EDGE AT KITCHEN I I I I I E INSTALL CONT ISLAND = I 4 ( ROD-PER ENG'S 1 L— — — —1 I I I I DRAIN FOR E I ! `�' I SLAB NC I 14 _ + I STOP BLOCK DET,4ILS... 1�^4 FL411 FOR 36" EXT DR L - - I z ABNc I I -I (- I L m _J L __ r , 3'-4" I 1 8'-8" il'-0" 22'-4" 5 -4 I 161 -10 �0 6 I 4 8 3 4 9 0 2 ..-0 9 0 3'-411 4 Phone: 0. ! FL-OOR-PLUG 8" G NC BLOCK (VERIFY 1_?ar T.-TION FOUNDATION WALL I I 1 I 2 1 1 I I ( GONG FTG W/ RODS 9Dept: w/ BUILDEi�) � � � ` � Buildin SLOPE FOR 1 1 ROCS, CONT PER _! (n (o EA WAY ( YPENG'S i DRAINAGE I I1 , , I .1 I I I DE ENG DETAILS r I. (TYPICAL) (.c. a PROVIDE FTG I ^ F _ FOR STEPS TOGRADE I I 1 I 4 I 1 1 0 NEEDED I I 1 tss°(�� f - --1 S _ - - - -- - - - _ — - - - - - -- - - - - -- - � I ° m PROVIDE FTG r N I I J air L1 ( 4„ , = 4 (:DNC _ ( FOR STEPS TO ° - �, w N I 0 SLAB I GRADE As -{--- =' o t4 e4 I I NEEDED 2 I: -_ -- -- 31':21 - `� 1 2 -®" g'_g" _ I 11'-6 1 6'-6" 4'-0 I 2�'-4" r 1 . I I 1 �- — - - - -- - — - -- - - - - - - ' — - - �- - - - - -� 1 -- - � m L _ _ _ _`. — _ _ _ _ _ - - _ r- - N -PROVIDE SILL PROVIDE SILL 4" CON( ( 1 I I I _ — 4" LONG SLAB W/ FOR 6''B.6.D. FOR 6' S.G.D. BLOCK 6x6-10/10 W.W.M. ,• w, PLANTER _' ON 6 MIL VISQUENE - I s fir, ➢ g� I I I I m COVER OMPACTED, WELL I I NOTE. �> ac- WALL P ED, ERM E I TREATED FILL ALTHOUGH EVERY EFFORT HAS BEEN TAKEN W } I I TO PREPARE THESE DRAWINGS TO COMPLY c1� 1 _ I ; : 1 I WITH LOCAL BUILDING CODES, CONTINUOUS _ _ _ _ _ _ _ _ D ' \ F r — J EL: 11.00 I CODE CHANGES MAY REQUIRE ADDITIONAL w / J 36" SILL I I OR CHDRAWIANGES TOENGINEERING THESE INDRAWINGS TO MND 8" CONC BLOCK I I CODE COMPLIANCE. POSSESSION OF THESE T — FOUNDATION WALL I PLANS ACKNOWLEDGES THAT THE PURCHASER ON CONC FTG W/ �1 -- 2 HAS BEEN INFORMED OF THIS INFORMATION ' RODS GOVT PER I � AND ASSUMES THE RESPONSIBILITY TO / A ``+ ENG'5 DETAILS I i PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET OFFICE COPY 8" CON( BLOCK I COMPLIANCE. FOUNDATION WALL ON CONC FTG W/ - r 0 8 I I RODS CONT PER 1 0 I I ENG'S DETAILS � Uj — I (TYPICAL) I — — — — — — —) _ �-- 1 1 UU 22'-8" 8'-6" S'-0" 18'-8" 5'-�0" 8'-8" I Z Q ( � t co ELECTRIC RECESS SLAB I I O W WZ i 6 At SHOWER ( I I I I = CO D — — —— —— — — —— AT CLOSET W/ DEEPENED I I L _ - - RECESS SLAB ISLAND EDGE i I 1 � ^ 1 —J 6 AT SHOWER v J �J J ^l r I 6„ W/ DEEPENED �4 LU \ 1 I I EDGE e - I o Z }- I- - - - -- J -- - - - - I- -- =- -- - - - - = __ _ __ _ - __ - _ - _J - -� OC L _ � — —— — — — - - - - - - - - - - — j Q m I ' II •- L - -- - -- - — -- -- - -- — — — — - - - - U � ZU' ct fY 0) 4" CONC BLOCK . 4" CONC. 0 j ;:. PLANTER WALL SLA TUbj RNED! LLQ EDGE �a J 1 S ATTACHED V LL! (v („) i EfR's DRAWINGS ACCORDANCE WITH TIS IN 3 cn = �' N - ' � PLANS ,ORE DROWN ANG INS �� ® 0 0 3'-4" .40`-0" :,_ ... 4' 0" 1G'-0" o � D��,4I S �O�' ATG ,: FLORIDAFLORID,4 BUILDING O � � 014 , 8'-8" • �SIZ�S ,OND L.00,4TIO;NS _ t EDITION C2 � RESIDENTIAL Plan #: K1518 Job 15-1077 �L AFL AN �,. SCALE: 1/4" 1'-011 GLENN LAYTON HOMES 0 of: 17 N w 0 vi 50'-8.1 18'-0" 22'-8" 12'-011 �_ o o �: .� 0 0 0 10 -01110'-0' 10'-A11 8'-8" 6'-a" �'-4" 2'-2" 9'-10" o 0 0 E`o o rn X 00 0 I '- " NOTE, 10 -4 Q 0-,— o TQ c._ c N o ALTHOUGH EVERY EFFORT HAS BEEN TAKEN COURTYARD FENCE TO �° °= o a a=,F). o I TO PREPARE THESE DRAWINGS TO COMPLY BE DETERMINED ON WITH LOCAL BUILDING CODES, CONTINUOUS I I o c �`U U ` CODE CHANGES MAY REQUIRE ADDITIONAL SITE (SEE BUILDER) 5 oa . 3 oa DRAWINGS, ENGINEERING SERVICES, AND I Z o c U o t c� U. - C o y E aci I I I CODECOMPLIANCE. POSSESSION OFT THEWINGS TO SE TANKLESS I �' E.�` °N' a`� c.�3 a N 2 E 3� v�i� n.00v c � .� v ` OR GES TO THESE PLANS ACKNOWLEDGES THAT THE PURCHASER - D J N `� N I w- vlcy— E0 E a� a � o GAS WATER I—� Y ov�a'vv v Y HAS BEEN INFORMED of THIS INFORMATION � 36 HEATER M2 I 8" GONG BLOCK 111 z AND ASSUMES THE RESPONSIBILITY TO l0 �� WOOD EXTERIOR2550 SH Q O I PROVIDE ALL ADDITIONAL REQUIREMENTS ' (L/N GATE SHOWER HEAD g I SCREEN WALL W/ ' OF LOCAL BUILDING OFFICIALS TO MEET �t �O (HOT/GOLD) ( I STUCCO FINISH - COMPLIANCE. > 20"h V-0" AFF i SEAT GARAGE) 1 N , . +1 2x6 WALL 2xil. 1 36" ,,, 32073 O = GATE >1 = n i I = (2) 2870 �4 - --8 CONC V 3 0 ARCHED 611 x I UTILITY BLOCK Ir �j PLANK EXTERIOR I YARD WING-WALL = Uj W DOOR 61 BASE GAB 2 q 0 (UNCOVERED) 6" c0 �0 Z x C141 F- a 5 _ G,4RDrN m - - -- -- -- t I I I 'I - -- -- - SHED Q SUMMER 48 h WALL W/ I �p STOOP l8'-I" Ht A"2G "MINI-SPLIT" ► I _ 00 I i KITCHEN I STUCCO FINISH I �t x AFF HOUSE) v 2X6 WALL W 2x6 WA 3068 EXT O O I v ® _ IFTT i ATTIC � - ACCESS GAS GRILL EXTERIOR - `� q ' w 1 . BASE CAB 2�0' 8" i r qQ- Q 12',0" 4'-10" il'-9" 81 1.1 ; . ,. 3'-4 1 5'-4" ' S'-4" A - - _ - 81 I l 3' 4.1 41 811 4h w 8 2646 SH 4S 20 0 FXD ;T ' I I _ 0 L - -J - N 36 h B. E I-- SCREEN - - SCREEN (HEAD 6 (HEA® � _ _ - .�I � _ I I DETACHED I � 8'-0" AFF);' 8'- AFF) - ENCLOSURE : CABS .1 i 'V' 0 Z I I `(TYPICAL) .... 36"h GUARD/ � G�'-'eRA�.:iE I w 2x6 WALL : 2x6 WALL . i I WALL W/ STUCCO `" (8'-1" fE HT AFF HOUSE) - 3080 z �- LINE OF GUEST ---- ----30& --- ;`---- _ --- ?---- --- -- -- ---- - FINISH l9 -4 CEIL AFF CzARAC;E) I'D N FRENCH _ o—o _ J coL -- I COVID I I @ — M SUITE ABOVE 10x10 WOOD q 1 i O O REF•., I (FINISH CEILING W/ Q 0 - I I POST (TYP) - 5/6" TYPE 11X1 G.W.B.) - _ _ _ _ T Y - I q .-. . PATIO c� 61 � I w� �, t �4 I I 3 GAS RANGE li '.1.. ( V, 1,.10';-11 P HT) 3 -' I ? �' LLI Q T01TC�EIV i W/ HOOD, ��� EIL) t I �, X ..,- - —, p *� .- N 0 rn SCREENE q (VOLUME CEIL) G q - - `� _ .1 ,- „ 1_ 1. `��' ,_ 11 13 .j 2 5,-2„ 5�_2�� tl_A1� - ---------------------------------------I 26'-8" ^/ c,-. }�,4T10 `� e 3 , 0 S 0 . 6 a 4 4 I 3'_�II 51_ ill 1 _ 't -- L ---- - 8" CONIC (10'-I" fE HT) - -� ---- -- ---- ----- ----- ----- �' BLOCK WALL 5 N v = O 2x6 _ m W/ STUCCO I I - 10x10 WOOD n n N�� I MICRO( 3080 i1 FINISH (TOP a " FRENCH `x0 _ I I _I POST (Tl'P) ---- _ _ _ 0 4'-4" AFF) N q. c, - - QQ _ w � I I -1 W (Y 8x4 1 I I 2x8 P.T. TRELLIS _� -_- ___ cp q ISLAND �t I ENG BEAM ' BEAM (TYP) c -'i----------_I'--J N- cA 'lT 36" x BOXED TO - 1 ill 2 �- 9 (TYP) a _ -----___-- - x - SCREEN " _L__-__ ___ - -- 71 - - - - - - - - = -I I Ii, ii -- -- --------------- - -- -------- ---------� �----------------------------- 64"1 J - —sl---I �, --3 ' r- I I z q _ _ c ,4RBOR J m 9x8 OVER-HEAD DOOR 9'x8' OVER-HEAD DOOR —rr --TI-- - I I _ > II II I II II II VAULT VAULT I I = MEDIA � 0 � --- N (2) 3680 I I r_ _ BARN 61 (10'-I" CEIL) 4n L L --- �F- �F-= --� -- 11 2x6 WALL ✓ j 1 2x6 P.T. TRELLIS 'r - T' - 10x10 WOOD 10'-1" _ 8/12 INT 8/12 INT I I - 0 q -I- 3 JOISTS 0 Iro" O.C. 11 — - --- �i Building dept: POST (TYP) WALL .,_ DOORS -------=-11-- 3 I ( HT PITCH i i PITCH I 1 `9 -- 1 i - (TYPICAL) $" CON( 1 BLOCK WALL -- - q - ________ -_-_ � ' - - - W/ STUCCO 0L ', ctJ 1 1 `r FINISH (TOP 3'-411 g'-0" X21-'0u g'_0" 31_4" z i I - -- - - ---- - -- - { - --- ---------- ------ ` - �, u 0 4'-4" AFF) - - - ------ -� ------------------------------ 81 ---- ---- -------- ------ I I l-=========1'= � ill 1 U I I_ II --.---- -- �� 21'-911 i i 11'-�" 5'-4" � � ii G1_21 ii 12 A1_817�'_glr 1 3 4 S S I --11V-- DECORATIVE Y -- r----------V- - I " i DECORATIVE C1 1 ' i 411 LIVING w WIDE = WALL �r .o I 1 ---------T'-- r- BRICK ACCENT` x tt I I 1 1 rENG ----------Ti-- .. WALL `" BOXED BTO (VOLUME GEIL'9- BEAM N HT x I I N 2X6 WAL � >3 9.. (TYP) Q - - - -�- - - � - - - max, _ ; _ --- ---- ---- --- ----------I ----------------------- _ 8 I 1 N - -- --------- i r- --- --- --------------- O ENTRYO 0 _ - -- .44 p (2) 1 - --- --------- I (10'-I" IL 4 - 8 = I�Cf-SDE �_ _ (p ' u 1 `v PROVIDE I 1 SEA 6"x8'.' FALSE i I I = m (10'-1" fE HT) 0 - BEAM (TYP) c� `t w STEPS TO ( I I I A _1 _ �9 %Q — - - 0 GRADE AS COHERED 21'-9" Q g -1 2'-0+--4l1, "'J 4 11'-(0° / 1_/ ll 1 41_11 = q NEEDED I IHV/4C UNIT IN ,4TTIC OVER a ; 11��. (RISERS PAT 1 1 I I �:I WALK IN CLOSET/HALL �� t�+�� I AT I O DECORA MEAD 0 �t � ( nl ' ii � 2 F _ NOT TO /� EXCEED I I C10'-1" fE HT1 I I 1= ' BRICK ACCEN g'_1[/11 Ate) 6 S.G.D. 6080 S.G.D. ll,Z 1) I I ---------- ----- -------------- �- -- ---- ------- ------ — WALL I 2x6 WALL zx6 ? I �, r� 2— I S -- zx6 — zx6 WALL Im I 1 -- ----- --- -- ------- - �- --- --- : --------- t 1 I I 11 I g ro io I i 5 21 411 6 8 11 x t 6 5 -2 I_ II 1_ Il 1_ 11 '- 11 '- 11 � 3 4 3 .. _ - ,. CUBBIES . ® C1®�1" '� � Q q 0 - 0 CEIL) 1 q PROVIDE , q FIRE- PER C ) - 5 I UDY 01 STEPS TO /� III /� I cv BUILDER -j 20 0 z 3 0 N� SLsG. �. TA5ULAT I ON �,, - PLACE - win �.•� GRADE AS ` ------ -- -----C141I No'-I" CEIL) SUITE '"G NEEDED ch 2x6`WALL _ ll0'-1" CEIL) (RISERS FIRST FLOOR LIVING (MAIN HOUSE)- 2444 2x6 WALL 2x6 WALL 4" CON( BLOCK �o . - NOT t0. _ GUEST SUITE LIVING 313 0 3080 3. - - - - _' PLANTER WALLm - _ _ - a _ E FRENCH ., 288(0 q)41 ;n PULL DOWN . -� ,��j� `r x EXCEED `t ARCADETOTAL ISO 2�O F4GT_ - ATTIC STAIRS ►n io 0 A � 11,- SIDE COVERED PATIO 3®9 } - Y 4 1 1� � 1� � 1� 1 1� SCREENED'tPAT 10 255 3056 SH - I II 1 II II OFFICE Copy MEAD 19'-0" 2'-11" 5'-0" 5 -0 a -4 - 4=2- 4 -1@ 5 -10 2 -8 2 ll REAR CO,v1=RED PATIO 191 AFF) (2) �- 10'-111 ��8 1 -- - DETACHED GARAGE 104 2680 ' e GARDEN=SHED '12 +� 0 `r CEIL-\ d) GUEST SUITE COVERED PORCH 72 4014 FXD GLS :. 4014 FXD GLS _ - - - - 1 N 4) Q q (HEAD 0 (HEAD 0 - -- w 0 0 - - TOTAL COVERED 4550 w U LU 8'-0" Al to 1 N - q O 1�lNE RS _ - .. � _- - - N �° � � U Q _ O OWNERS O a I W I m N I x , Z i 0 0 t!J SUITE -� A 1 H �J, �47141 I(Il0(10'-I" CEIL)CEIL 1 I 1 � I U 2x6 WALL 2x6 WALL .0 C10'-1" CEIL) ' (l0'-I" CEIL) 1 .1 I a1 I :- „ ti q ---8 CONG �, Q 0 N NDR`( �� NOT > _ — v —i N p WINDOW SEAT 9 -0 CEIL q (10 -1- CEIL) f -1 1 IT " i _ q PER BUILDER 24"h WALL `' TUB AT SHOWER 1. I U ( I 3 1 BLOCK I - ALL EXTERIOR WALLS ARE DRAWN AT 6 NOMINAL t0 w W/ GLASS „ 11 Il - - 36 x36 I W i = , WING-WALL REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR W �— Z -6 3 -10 2 _� ISLAND 1 1 - 1 I r BATH N `� WALLS ARE DRAWN AT 4 NOMINAL TO REPRESENT p >- N OVER TO 288 36 h BASE I Q 2x4 STUD F MED WALLS (UNLESS NOTED OTHERWISE) I Z �--- N V-0" (TYP) T I q 1 -' CABS W/ L _ -�- J �n Q w Q, - nr' 3 I ^ SINK r D I -1 (10'-I CEIL) I V Q 4 1 ACTUAL SIZE, SPACING AND GRADE OF LUMBER tfJ p Q U- 4 + w 1 TO BE USED SHALL BE DETERMINED BY BUILDER -' N 3056 SN 19'-1" 3'-5" .0 8'-10" iv �p 3'-5" 10'-�" I I g'-411 ICGA�) I 3'-011 5._8.1 0 �q- ua 0 f PRIOR TO CONSTRUCTION AND SHALL CONFORM II _J `; MEAD m - = I - 0 1 j?-' - ( , 7 N L N TO ALL LOCAL BUILDING CODES \ v m 8'-0" AFF) _ 1 1 t Q U)I I .9 '`; � ' 4n 2 - ATTIC ACCESS TO BE 22"x30" MINIMUM m � � BUILT-IN O --� -- J L O - J `t ' O � (SEE BUILDER FOR PULL-DOWN 4" CON( BLOCK r LINEN CAB - N r STAIR FRAMNG REQUIREMENTS) = N PLANTER WALL 0 Lo 1 2x6 WA . 2x6 WALL 2x6 WALL -_ 2x6 WALL D w 3056 SH 2030 FXD (TEMPERED) 2846 SH 2846 SH ® N (HEAD 6 DBL 2x4 FRAMED (HEADS `0 8'-0" AFF) (HEAD m A/C (HEAD m DRYER y v 8'-0" AFF) EXTERIOR WALL YANKEE S V-0" AFF) 8 -0 AFF) VENT J AT SHOWER (SEE HGAS EATER. ER 01 1 t ! PL�4NS ,4RE DRAWN IN BUILDER) I ( I ( 4 h wooD I 2 I ST J ACCORDANCE W ITH I I I I FENCE I FLORIp�, BUILDING CODE K1518 FLOOR I=L,4tq 3'_61 1�'-�" 2'-6" 2'-6" 10'-8" 3'-3°. 4'-011 2'-a" 13'-4" } 5th EDITION C2O1�), Job #: 15-1077 3'-4-1 ` RESIDENTIALSHEET NUMBER, I SCALE: 1/4" = 1'-,all 8:_a11 63'-411 V V t 12 -0" 31'-411 t _ GLENN LAYTON HOMES of: 10 L _ U U C C F0 0 ,. 1 II 'U TC �• � O 7 N T3 U a 4 -8 on.a> (D Q1 vE ti o o c L O >1Q 9'-0" CEIL ar SHow R 3 �/ \ oaU 3 v � �� r � � A 0 a> II I II II I_ II �_ ,Ir �_ li eaF 3'-®"�. - ._. r�'�2° � 3'-ta° / O L � o ° o_v 5 -0 3 ra 31-411 2 6 3 4., _ T ' 2 � N ` a O o.` lo - - - - - �°� W il° \ p �� Kaci n o N p NoE3� 7� O O t nL / � 1 z- - ' TREAD OOYr �o,.Y _ 34999 r 36"h GUARD/ I Road, , , WALL W/ NOSING OSING _ STUCCO 1 FINISH U \ / Orange Park, %D 6"d U L6„d 0 : 6„d / 32073 ? •HEADER HEADER HEADER - GLS � w 4 10” �/ II _t 0 TO BUILT-IN = w \ RUN / W W W ' 9'-0” LINEN GAB U OPEN AFF — (SEE +I 0 p I -}-p I 1 1 - TYI= I�I SE�fRUN� I I`E AD HANDRAIL 0 ® OPEN 8 OPEN GLS BUILDER) 1 w r� TO I z N W W AFF ul N �4 yr q _ z 24"h WALL W/ `� m LU w 0 0 4 TUB GLASS OVER `� (15) RISERS 6� f�5i8" EACH ��,� � C� N L----- ---__ m" -'�r UK NIK LJt2l-all� C14) RUNS � 10" EACH - 'n T09 - � IITREADS it EACH 3'-1011 3'-0" (W/ 1" NOSING) W RECESS SLAB 0 ro" AT SHOWER U 4'—SII ® .J S" WIDE EXTERIOR Q FALSE STAIR ���� �� � �BEAM 11 — I n STAIR SECTION A SCALE: 1/4 - 1 -0 z SCALE: 1/4" = 11-011 W 3 0 2'-7" 5'-0" 5'-0" 2'-1" < _ � 8 SD cn 1 12 12 6"x8" FALSE BEAM (TYP) W 0 I I I Ll Li 61Ix8" FALSE BEAM (TYP) LINE OF . Y VERIFY CEILING FIREPLACE VAULT FRAMING W/, 4014 FXD GLS 4014 FXD GLS _ BUILDER PRIOR - F REPLACE TO FR4MINCs (2) 3680 HEADER 1 BARN SURROUND DOORS 0 PER BUILDER — - tSEE OPEN 8 22'-5" 12'-0" 0 .. � � BUILDER) - (0'-0" FIREPLACE __ SI-0" 14'-8° 1 ' i 1 s Building Dept: /41 -. ENG BEAM 2846 SH FIRST FLOOR INTERIOR DETAILS BOXED (HEAD a TO 9" (TYP) 6'-8" AFF) SCALE: 1/14 = 11-011 — —— — — 2x6 WALL 2x6 WALL � 1 _ 1 c`+ tt P.T. I I COVERE , 1 GUARD/ cn 3 It RAIL I I N D 4 5 (TYP) I (9'-1" fE HT) �4 Q 0 CEIL - - - -- -- OVER " '-21 11° 71 �'• �Q tors s I TUB _I I I 5 m 10X10 c WOOD GUEST _ —_- __ -- �r We I PRE- MIRROR tt I I POST) I IL }q� d Vf I T E 'Ct' 7�a 4' ) FAB — — - - SOAP 1SOAP - - - - - - � q (9'-I" CEIL) NICHE LINE OF "' q GARAGE 1 / BELOW (TYP)--{ �4 TILE `r iv X ATTIC ACCESS �Wc� j - 36"h GUARD/ 3 x WALL W/ -1'-0" 1 2'110° 4'-10" TUB - STUCCO I `r FINISH 3 1 J z g6 ? 0 fyt HOFFICE COPYN U- Llq zI-III 1 ! q- I 7 0 w ii) CEIL 9 -I 3 SECOI�lD FLOOR INTERIOR DETAIL '. N li i N UJ = N SCALE; 1/'#" _ 11—01I � � �, N I U (� SLL// 2x6 WALL 2x6 WALL I z CO 3 • I SOAP I o W 1..1 y NICHE " I = rn - BATH I �' � J i h I I Cil NOTE: I 14'-S" 12'-0" I - W ALTHOUGH EVERY EFFORT HAS BEEN TAKEN ' In OI TO PREPARE THESE DRAWINGS TO COMPLY O Q ' WITH LOCAL BUILDING CODES, CONTINUOUS U_ GODS CHANGES. MAY REQUIRE. ADDITIONAL s ., d, r LINE OF t ACCORDANCE WITH IN 11 PLANS ARE DRAWN U z DRAWINGS, ENGINEERING SERVICES, AND ffJ I BELOW (TYP) I FLORIDA BUILDING CODE I— ~ (� OR CHANGES TO THESE DRAWINGS TO MEET GARAGE m ( CODE COMPLIANCE. POSSESSION OF THESE I PLANS ACKNOWLEDGES THAT THE PURCHASER I I 0 HAS BEEN INFORMED OF THIS INFORMATION 5th EDITION 12014), Q I AND ASSUMES THE RESPONSIBILITY TO L - - - - - - - - - -- - - -- - - - - -- - - -- - -- - --- - J � ® OF PROVIDE LALL BUILDI ADDITIONAL REQUIREMENTS LS O MEET RESIDENTIAL N ^' () L0 COMPLIANCE. a �. V NOTES: o 0 N 1 - ALL EXTERIOR WALLS ARE DRAWN AT 6" NOMINAL TO O REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT Plan #: K1518 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE) SECOND FLOOR FLAN ACTUAL SIZE, SPACING AND GRADE OF LUMBER Job #: 15-1077 TO BE USED SHALL BE DETERMINED BY BUILDER SCALE: 1/411 = 11-011 TOIALL LOCAL BTO UILDING DING CODES UCTION AND ALL CONFORMSHEET NUMBER 2 - ATTIC ACCESS TO BE 22"x30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS) GLENN LAYTON HOMES of: 10 U U � C NOTE: vi w vi 12 12 ALTHOUGH EVERY EFFORT HAS BEEN TAKEN �' E. w o 3 ' Q a-+ .tom. Q TO PREPARE THESE DRAWINGS TO COMPLY r L w r'WITH S S CODE LOCALBUILDING MAY REQUUIES, CONTINUOUS 0 u IRE ADDITIONAL U o n a> 0 pl U o o >w v DRAWINGS, ENGINEERING SERVICES, AND U) `o N L° o $ i � c o o•� OR CHANGES TO THESE DRAWINGS TO MEET Q o" a`° TQ oc�o o v)- CODE iCODE COMPLIANCE. POSSESSION OF THESE �- u�o c o CL Lu 3,N o PLANS ACKNOWLEDGES THAT THE PURCHASER cd a E�o - o U o� c, o _[EEL -- HAS BEEN INFORMED OF THIS INFORMATION g 2=-.O v U N " °' E o _ ENG ROOF TRUSS PER MANUFACTU R L w AND ASSUMES THE RESPONSIBILITY TO o v n= 3 _ o o PROVIDE ALL ADDITIONAL REQUIREMENTS U �.°.' o c u U o E�,d �4 -moi (TYPICAL) 12 1 COMPLIANCE. - ' y= Q) . E N Q aNi aE o OF LOCAL BUILDING OFFICIALS TO MEET r v, �, 2 .o p v` 1 Y co") 0YFdo Y .�4 4 ------ -------�` n --------------� I1999 1 MIRROR j 1v 12 8" WIDE 12 I 2x8 RAFTER TAIL FALSE -1 SCABBED TO Orange' Park, BEAM TRUSS (TYP) I32073 10'-I" R HT rn " " " _ L_ _ _ V/ w I 6x8 FALSE � 1 v ' 1 1 BEAM (TYP) Ir ENG BEAM BOXED TO i x6`'< - j:-_ _ i BOXED TO W W 9" (TYP)J I .2x6 . '•> tUD .. ����, I 9 CTYP) z STUD ` ` � •. � LIVING ALL ; '2x6 . I ` BRACKET WALL I = 12 12 BRACKET STUD COVE IT` D = WALL I _.--- 10x10 WOOD - i � PJ'°�'1"T�O �. I POST CTYP) 8� � S Q - ` MEDIA, � I ® cn 10x10 WOOD � ' ---. 4" GONG SLAB W/ � I POST CTYP) I 6x6 10/10 W.W.M. W 1 I ON 6 MIL VISQUENE I 4" CONC Q OVER CLEAN,'WELL ' SLAB 4" CONC SLOPE FOR COMPACTED, TERM TE,,` SLOPE FOR I ENG ROOF TRUSS 12 U SLAB DRAINAGE TREATED FILL DRAINAGE PER MANUFACTURER ®�, r FIN FLOOR O _ -' (TYPICAL) ` OF HOUSE -- " � i 11 1 III-1 11=1II-III 1=111—Ill-I I 1% _ 16" CONC BLOCK FOUNDATION I III-III--III_ iii III-1 I 1=1 1=1 1=I ( I III_-�I_I_ ( 1-1 I-III (�-I I IL - t - WALL ON CONC FTG PER 2x8 RAFTER TA =III=III= III—III —III I� I III-1 III III SCABBED TO �- - ENG's DETAILS (TYPICAL) I = 1 C�l,1EsT TRUSS CTYP) z 2x6 QQ /� I I STUD = ]..�AT1"f STUD 12 W ------------ THROUGH SECTION— 3 WALL � WALL— SCALE: ALL SCALE: 1/4" = 1'-0" 16" ENG FLOOR ---------------- 5 I;n TRUSS PER ' 2x6 P.T. TRELLIS MANUFACTURER I W JOISTS 16" O.G. ENG BEAM/ W GIRDER TRUSS I I "�+ ENG ROOF TRUSSES PER ENG ROOF TRUSSES PER . � � � I �_ I8'-1" fE HT TRUSS MANUFACTURER TRUSS MANUFACTURER 2x8 P.T. TRELLIS BEAM 1 - � - - GALVALUME METAL ROOF 12 GALVALUME METAL ROOF FINISH CEILING W/ PEEL d STICK PEEL E STICK 5/8 TYPE X G.W.B. 8" CON( BLOCK ROOF SHEATHING 8 1 ROOF SHEATHING WALL W/ STUCCO -IF- � � _ 2x6 2'-0 10x10 FINISH I STUD I HURRICANE CONNECTOR HURRICANE CONNECTOR WOOD _, I WALL— AT ALL AT EACH MEMBER PER \�'• AT EACH MEMBER PER cfJ POST I ENG'S DETAILS '. , . ' :_ ENG'S DETAILS _' ". , 2x6 STUD 4" GONG SLAB W/ Phone: ` 12 :.': 12 _ , WALL 6x6 10/10 W.W.M. ON 6 MIL VISQUENEOVER CLEAN, WELL I f 1 ' i 1 SPRAY FOAM ` ` ®4 EL: 11.0 FIN FLOOR `;' ,. COMPACTED, TERMITE i FIN FLOOR EL: 11.0 OF HOUSE OF HOUSE u1 // INSULATION a;,•.'•. ' - - - TREATED FILL I - - - - - Building Dept: „J I FIN FLOOR �r _ I- I FI GARAGE _GALV EAVE DRIP ` <; GALV EAVE DRIP III— - III-III I EL: 967 IN ROOF GEMENT IN ROOF CEMENT W/ PEEL 6>STICK W/ PEEL d STICK ( ( i III (-III - (=III-III- -_8" CONIC BLOCK FOUNDATION -I ( I - 1=1 = III-III- ISI - - -LAPPED OVER sr LAPPED OVER I -III III—I(_ ( - — I — III=WALL ON CONC FTG PER III- Ixro TtG DECKING S o _ - _ 5%4"X2}," URRING 5/4"x2,2" FURRING _� _I ( -= I- -I= I ENG'S DETAILS (TYPICAL) 11 II III _III-III 2x6 TRIM W/ (2) 2x(o:.TOP FE '/2" 45' BEVEL 1x6 T<G.DECKING Ix6 T3G DECKING 1x10 TRIM 2x8 RAFTER TAIL ',2" 5HEETROCK 2x8 RAFTER TAIL -------------- (WALLS.,-4 CEILING) SCAI3PEC� t0 T0U55 SCABBED TO,TRUSS THROUGH SECTION 4, C31/411 3?„ 2x$._f3IRD STOP/ �: 2x8 BIRD STOP/ � - 1'-0" FIRE-BLOCK - - - SCALE: 1/� -,-, . FIRE ..QLOCK,, A — 4 2x8 FR.4:-ZE'W/ w -2x8 FRIEZE W/ \� /2" 45' BEVEL r . 1/2" 45' BEVEL f,r ., ,, VEY t (ANGLE CUT TOP ' CANDLE CUT TOP "411 11 D �� AL TO BUTT W/ TO OIL ' (DETAIL) FIRE-BLOCK) FIRE-BL CK) 3 DECORATIVE .w lx TRIM -- 2y'r4":,OVERHANG 12 12 _ BRAGK..ET ENG BEAM S ® 8 a " 1 BOXED TO 9° s IXIO TRIM 2 -4 ------------------ -------------- --------------- ----STUCCO FINISH 2'-4" OVERHANG MIRROR ENG ROOF TRUSS \ 2x6 STUDS (SPACING HOUSE-WRAP R R 12 ' fE HT PER BUILDING CODE) PER MANUFACTURER 1 Q IE HT WALL SHEATHING i a (TYPICAL) 9'-1" 12 HT!, - - R-19 INSULATION 10x10 WOOD POST ENG BEAM I I .CONT RIGID CONNECTOR PER END'S DETAILS BOXED TO I I 2x8 RAFTER TAIL 3" CTYP) I I SCABBED TO TRUSS (TYP) BRACKET 2x6 12x6 PROVIDE FIRE CAULK j 10X10 woC COVERED WAL GUEST i STUD � OFFICE I WALL- AT ALL AT ANY CAPS BET WEEN � m POST WOO(TYPPORCH I SUITE 1 � FRIEZE AND BIRD STOP/ FIRE BLOCK ,4T OVER- P.T. GUARD/ I „ PERB�AI _ 2x6 P.T. SOLE fE ! RAIL CTYP) I 16 ENG FLOOR-J ENG'8 I HANGS WITHIN 5 COF I TRUSS PER DETAILS I W „ 6x6 CONIC0/10 W.W1"I. / PROPERTY L IN FIN FLOOR I MANUFACTURER I 4 CONC SLAB - - - - - z Q M ON 6 MIS VISQUENE ml� I w W SLOPE FOR OVER CLEAN, WELL 8'_I" IE HT - - I I c COMPACTED, TERMITE 1 i i � W W DRAINAGE TREATED FILL I I FINISH CEILING W/ I I Q 1 5/8" TYPE "X" G.W.B. 1 I a� r , —� 6" CONC BLOCK V J 1 1 �� 1 i SCREEN WALL W/ W � v FINISHED II�IIII������ STUCCO FINISH EL. 110 FINISHED STUCCO SCREED I 1 1 STUD I0 fm EL: 11.0 FLOOR „ O FLOOR _ GARAG 7 I 2 FORMED LIP -- -- = g -- ; GARDEN I i WALL- 2" o ! L a° T�=11��T7�I- 1 n° 1 Q f— I --o---- ---a--=-- -- -- I 2x6 L . :.. - N SHED I I 8 GONG BLOCK II J =rrr;-ri--rrr=rrr=-r--rn fl - - ( 111-1 a 1 STUD 4" GONG SLAB W/ I I : . WING-WALL �} STUCCO FINISH OVER n STUCCO FINISH OVER 1 WALL , ' : UTIL IT`t' 0° U ~ z O' n ° 6x6 10/10 W.W.M. I d - II III-III-) - FOUNDATION WALL I I I Q V J III III=III - 8" GONG BLOCK I O - ° FOUNDATION WALL 8" CONIC BLOCK III— I= . I I ON 6 MIL VISQUENE I i• � � � � FOUNDATION WALL W/ -I FOUNDATION WALL W/ L_ FIN FLOOR OVER CLEAN, WELL L• •. BARD FIN FLOOR FINISHED GRADE EL: 11DO, - -" '. DE . OF HOUSE i COMPACTED, TERMITE 1 I . .., . . OF HOUSE EL: 11.0 = r I ALL CELLS FILLED SOLID II FINISHED GRADE ALL CELLS FILLED SOLID_ _ - - - - -1 =1 4" TIII I- II _ _ - TREATED FILL I °' °' N U COURTYARD - I 1 :I . .. ' • LO +J VERTICAL RODS n VERTICAL RODS - - L o o I� I _ - _ - 1 L. • . 4 CONC SLAB U W —III 11= - — — -. III—I I_ EL: 9.5 - - FIN GRADE-1 1= i " 3 o cn I— N PER ENG'S DETAILS 1 _ PER ENG'SDETAILS = —, n =1 I--I 1—I_, `'4�� IN _ +1 --1 1=� =f l_ 11 N - " FIN FLOOR - =1 - -� = -III=� = II —I — 4' MI - I= GARDEN SHED 8" CONC BLOCK FOUNDATION J I —1 — -1 I.I=I 1= n° - _III -III=III= -- - I - . - III-i WALL ON GONG FTG PER i - I I- I III III -III- J ENG'S — — . ;-- - , :.> {_..:• n ,<Y, _ r - :'. ' ` .'•_. . - .. I I _ - I DETAILS (TYPICAL) I - — ° I=1 I I i �\ _ _ � Ii1I I I IIII- Plan K1518 1=1_I 1=1 III=- l I1 II, I III III ;III ------ ---------------- -- ---------------- ' a , a # CONC FOOTING- W/ CON( FOOTING w/ CONT RODS PER CONT RODS PER PROVIDE DRAINAGE �Ob #: 15-1077 (3) RISERS m 6 EACH END'S DETAILS =III - _- I� END'S DETAILS l2) RUNS 12" EACH t OPENINGS AT UTILITY YARD (VERIFY ON SITE) THROUGH SECTIONSHEET NUMBER ARCAIDE/FATIOSECT i TYf= ONE STORY WALLSECT 2 SCALE: 1/�.�� = 1� 4 SCALE: 3/4" = 1'-0" SCALE: 3/411 _ 11-0" GLENN LAYTON HOMES of: 10 f I' c c s, vi O — 4w O s' a•• oo3? U U C C V; 0 12 12 O o� C, c O a _ � GALVALUME U t c c E � 0 t METAL ROOF S 8 o ��oo� � � ocpoc w � (TYPICAL) Q >.moo `O n o` 0_ o ami co- 0 12 PITCH BREAK 12 E o 0 o O o O E' 0 0�C.�U+L• U p,U C N N 02 3 L COcam ,{ 0 c y c V a z a� LL7 O '0 E Q)d 0- 0 o o - n ai c yca CL) � °� c E O y E 3� N CN �, o _ Y o U-a0 O Y F- IJ Ll o Y 9 1 HT_ 12 12 E a� 1 1 1 ' 1 I - -- - 2x6 CORNER CONER DECORATIVE -- - TRIM (TYP) BRACKET -- --- TER MANUFACTURER FIXED SHUTTER G ROOF TRUSS 10x10 WOOD (TYPICAL) PER MANUFA Orange � ' POST TYP) t' - -- (TYPICAL) -- 12 6� HARDI :LAP , I - 8 - 1E SIDING (TYf )'` NOTE: P.T. GUARDRAIL T X- -- -- -- D BO E E TO 4 UJ 12 2EN G - - ALTHOUGH EVERY EFFORT HAS BEEN TAKEN (TYPICAL) 9" (TYP) W TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS. 2x10 CONT 12 - 10'-I" fE HT ` z CODE CHANGES'hIAY `REQUIRE ADDITIONAL FIN FLOOR BAND (TYP) DRAWINGS, ENGINEERING SERVICES, AND - _ _ _ _ � 4 OR CHANGES TO THESE DRAWINGS TO MEET allot 2x8 RAFTER TAIL CODE COMPLIANCE. POSSESSION OF THESE �t I:.,' PLANS ACKNOWLEDGES THAT THE PURCHASER ' _ _ _ _ f Q HAS BEEN INFORMED OF THIS' INFORMATION TT SCABBED TO AND ASSUMES THE RESPONSIBILITY TO 8'-I" ff'_ HT I__. TRUSS (TYP) PROVIDE ALL ADDITIONAL REQUIREMENTS STUCG FINISH BRACKET OF LOCAL BUILDING OFFICIALS TO MEET 01. CTYPI AL) " LLI COMPLIANCE. ___,: 2x6 P.T. TRELLIS _ 0 JOISTS m 16" O.G. : �Jl.1ITE ' _ i COURTYARD �./ WALL • 2x6 2x6 -' DETERMINE - ' STUD 4" CONIC SLAB W/ WAD _-- 2xa P.T.- WALL LL 6 O J ON SITE) x6 W.W.M.10/10 W.W . TRELLIS BEAM ON 6 MIL VISQUENE Q OVER CLEAN, WELL " : ;L '.• 10x10.•. ': ' SLOPE FOR 4 CON( COMPAGtED, TERMITE r�1 FIN FLOOR '- WOOD POSY' DRAINAGE SLAB TREATED FILL-] V J EL: 110 - HOUSE '•' . ._. ...•._ I. _ 1/8" / 1'-0" FIN FLOOR oil EL 110 COURTYARD STEP DOWN V! W - -FIN GRADE 36 GUARDWALL --------------- I ___ __ ___ WSTUCCO FINISH ARBOR INTO III— ( IIIII = li I_ 8 CONC BLOCK FOUNDATION -I 111 I I GARAGE — - - = — - WALL ON CONIC FTG PER - - III =I III- ENG S DETAILS (TYPICAL) - II 111- —I 11 ISI—III Illi�l cn w OYER-NANO WITH( 5 OF THROUGH SECTION/ COURTYARD ELEVATION 1 co CI: - PROPERTY Li E SCALE: 1/411 = 1'-0" TO BE PROTECTED WITH FIRE-BLOCK IN LIEU OF FIRE RATED MATERIAL PER VARIANCE -15-11 - �-5/4"x GAP e OVER .. 2x6 HEADER TRIM (TYP) WINUN TDOW 2x4 TRIM 904.27205339 N I (TYP) i 4)12 . _. Building Dept: - I I -T- L ; _�• — (TYP)SILL - - - - I 8/12 { ,...' 2x6 APRON _:. • p. •, - .� ,-.� I 4112... (TYP) .. s - GUARD/HAND RAILING NOTES N —p • I N I 1 c .w:€ 1 TOP of GUARD-RAILS SHALL BE A MINIMUM OF 36" AFF r- - - - -- - - - - -- -- - I I TYf= WINDOW TRIM co I a/12 8712 ( I Y I 6/12', 4 12 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BE A � I 1 I - a6LA E S I D INCA MAXIMUM OF 4" (A 4"m BALL SHALL NOT BE ABLE TO PASS) 5/12 —_ I ( - ROOF LINE 1 i-C` ? i TOP OF HAND-RAILS 36" AFF 4 12 (TYPICAL) 3 u+ L - - -1 LINE OF ;,.,: . STRUCTURE 1 I 1 (TYPICAL) I 8/12l 1 412 I 1 - - - - --� 4/12 I ( � I � �1�!�I 7 s� a= � ��r3��". ,x ddyy AP 1.,�� 6'-0" I —� 1 — — — — — — — — — — — — — — �r: 3"iy1�1a ' � ' Al 21 e I 1 a2-—1 rJ - - - - - � -- - - -- Y e 1 /i2 I 8/12_ 11 e I a 1 I- -- - - - - - - - - - - - - -- J I 12 12 � N 8/12 I p ' I �� �► 4 12 PITCH BREAKOFFICE COPY 12 CHIMNEY CHASE cv 8 GALVALUME W/ CRICKET 0i I METAL ROOF (TYPICAL) / t 1 N 8/12 ENG ROOF TRUSS PER MANUFACTURER LV = (TYPICAL) 8/12 c_v U ' 12 12 U141 4412 �- 8/12 8/12 _ -- - - 12 -�� —� 4 (�' Q 4 ® 4 � z Q cv c1120 o W MwM z 4 12 10'-1" 1 HT - _ 10'-1" R HT v� 0 W D — \ > 2x8 RAFTER TAC14 CIA IL V J J L - - - -- - - -- - -= - - - - - - - - - - - - - - - - - - - 2x6 FCA55ED TO :; . : �✓ .t t 1 2x6 SCUD • IRUSS (TYP) '�•. � � z 111 • '... . .•• • .. 10x10 WOOD u7 w STUD WALL :. II II POST (TYP) WALL. ENG BEAM O = Q LL ` BOXED TO J N II L ST D1' _ = ,,' LAWNDRI' NAL U •. 9" (tYP)� •• � • ,.. SCREEN \ OVER-HANGS_W[THIN 5 OF PROPERTY LINE '� ENCLOSURE -' G z O, .. TC' 5E PROTECTED WITH FIRE-BLOCK IN LIEU OF °' r 4" CO 10x10 P.T. LL_ (TYPICAL) _ pp NC,;SLAB..:W/ FIRE RATED MATERIALS - PER VARIANCE O/-15-11 6x6 10/10 W.W.M. I WOOD POST : :: ON 6 MIL VISQUENE 4" CONIC U I' O : • ' OVER CLEAN, WELL SLAB : • ' (V LSA COMPACTED, TERMITE LOP FOR ... o rJ w U � Roof=, FLAN TREATED FILL DfZ4 AGE ; • •• :• .::• .. ' . . .• • •. •. �� . .' . ' .:. • 3 � � M � N EL: 110 FIN FLOOR ,� - - EL: 11.0 O II - 1/8 / 1 -0 FIN FLOOR SCALE: 1/6 - 11-011 • :h° •.•:., ���=1 1 1=I I I G11-�_�-iill�I I I -iii- I-III �- (-� COURTYARD FIN GRADE a" CONIC BLOCK FOUNDATION I_I I I-' - I �= III— 11= III—� � Plan #: K1518 WALL DETAILS (TYPICAL) IISE,4L ED ROOF" 5 r5TE�'i —IIF Job #: 15-1077 (NO ATTIC VENTILATIONS =1i1—III— THROUGH SECTION/ COURTYARD ELEVATION SCALE 1/4" = 1'-m" GLENN LAYTON HOMES 10 of: INSTALL METAL ROOF OVER (3 v c FLANGE AT HEAD c- 0 GALVALUME METAL ROOF N _ s• o (INSTALLED PER. 0 E- o° ; > 0 MANUFACTURER'S SPECS) t vi T N opa> a� p1 0 > OVER PEEL 4 STICK O =� � �� E E�' � O OPTIONAL" - ROVIDE LEAD VENT OVER PLYWOOD SHEATHING BOOT WITH I gTEGRAL FLANGE U p p T(n o �, OPER ENG'S DETAILS) Q Taw o o o � .�, p N" � dp _ Q =U O p ni OVER ROOF MEMBERS VENT STACK - SEE BUILDER FOR � .. o V o�. L 0 Q).10 0 3 E E�a �rJ O o o � SIZE 4 LOCA riONS L 'o w o a 3 L F o c a US 0 p_—.0 N d .. O O = Q) oc� c�0 c°'i L0 O v0E WINDOW INSTALLATION (METHOD A-1) PRE-FORMED FLEXIBLE BOOT 2 ° y O T� o WEATHER RESITIVE BARRIER (WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING W/ INTEGRAL FLANGE O = c y.5 °5 c E N O E E 3� FLASHING APPL IED OVER THE FACE OF THE MOUNTING FLANGE. SET IN PLASTIC ROOF CEMENT _______ Y o 6 a v 0 0 m o�Y SECTION A STEPS THROUGH WINDOW JAMB INSTALL FLANGE OVER 1999 1 ' 1 OIN WATER SHEDDING FASHION, METAL ROOF AT BASE'' STARTING AT THE BASE OF THE WALL 4 WORKING TOWARDS y GALVALUME METAL ROOF THE TOP,INSTALL THE WERE, Park, TO THE FACE OF THE (INSTALLED PER , _ SEALANT BEAD 1 SHEATHING. BEHIND MOUNTING - MANUFACTURER'S SPECS) O APPLY SILL FLASHING . OVER PEEL 4 STICK 0 73 O3 APPLY BEAD OF SEALANT OVER PLYWOOD SHEATHING AT BACK OF WINDOW SE FLANGE t SET WINDOW USING AL THE WINDOW FRAME TO ��� (PER ENG'S DETAILS) PAN HEAD SCREWS TO OPENING. APPLY A 3/e"NOM. i� FACILITATE INSPECTION. DIA.TO THE BACKSIDE T — - - OVER ROOF MEMBERS (INTERIOR)OF THE WINDOW ®APPLY BEAD OF SEALANT AT FLANGE,IN LINE WITH ANY SIDE JAMBS.EXTEND 8 Yi" PRE-PUNCHED HOLES OR SLOTS. FLASHING ' / e ' 24" WIDE METAL VALLEY � W APPLY JAMB FLASHING : SEALANT BEAD BETWEEN - APPLY BEAD OF SEALANT °5 JAMB FLASHING FLASHING AND MOUNTING �� / \ FLASHING OVER PEEL 4 STICK //, � AT HEAD APPLY CONT.SEAL TO THE MOUNTING FLANGE. FLANGES AT THE TOP(HEAD)AND O APPLY HEAD FLASHING SIDES(JAMBS)OF WINDOW. EXTEND ® _ NOTES: SEALANT AT JAMBS 8 Y,"ABOVE / ®REMOVE PREVIOUSLY APPLIED THE R.O.AT HEAD.EMBED JAMB TAPE,ALLOWING WERE,TO LAY FLASHING INTO SEALANT AND / \ FLAT OVER HEAD FLASHING. FASTEN IN PLACE. (FLASHING. - - INSTALL IN STRICT ACCORDANCE WITH /^ APPLY NEW SHEATHING TAPE GOES OVER SEALANT). MANUFACTURER'S WRITTEN INSTRUCTIONS V) OVER DIAGONAL GUT -SEE - \ ' DIAGRAM. SECURE WRB W AT HEAD 2 APPLY ROOFING CEMENT OR SELF-ADHERING ' FLASHING OVER FLANGE AT HEAD ONLY _FLASHING AT HEAD EXTENDS I"BEYOND 8 JAMB FLASHING. , �yz o° J OO HEAD FLASHING EMBED BOTTOM OF THE a, �' x;'T VALLEY FLASHING Q \ HEAD FLASHING AGAINST DETAIL : THE PREVIOUSLY APPLIED DETAIL .- TACFLASHING SEALANT \ SEALANT(FLASHING GOES VENT ,i OVER SEALANT). EXTEND SCALE: NOT TO SCALE HEAD FLASHING BEYOND EACH FASTEN JAMES FLASHING. / I SCALE: NOT TO SCALE :. Z W °5 JAMB FLASHING A a EXTEND JAMB FLASHING TO OVERLAP SILL - — FLASHING. EXTEND JAMB FLASHING S Yx" \ I - ABOVE ROUGH WALL SHEATHING GALVALUME METAL ROOF OVER PEEL 4 STICK OPENING AT HEAD. I / W TUCK TOP OF 9' / JAMB FLASHING \\ // SEALANT L•.::. - PER ENG'S DETAILS INSTALL METAL ROOF OVER OFF-RIDGE VENT FLANGE AT HEAD UNDER THE FLAP AT I: •; LL 06 HEAD.SEE DI{AGRAM.`:, ` 1 / O STUCCO FINISH ASSEMBLY SILL FLASHING I,.•' ' '�• I OVER APPROVED SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, l•`• WEATHER BARRIER ® PLUMB,AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER �• '•• EXTEND. PEEL 4 STICK /d I WINDOW MANUFACTURER SPECIFICATIONS. UP WALL I" (MINIMUM) GALVANIZED METAL OFF-RIDGE VENT _ WITH BAFFLE, SET IN PLASTIC ROOF ' y.J'y III I WEATHER RESISTANT f'•' LAP STUCCO FINISH ASSEMBLY CEMENT OR SEALANT E II BARRIER CWRB) r•• AND WEATHER BARRIER I ATA 45 DEGREE ANGLE,CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE I I /% TOP EDGE OF THE BARRIER UP AND TAPE THE OVER STUCCO STOP TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTE1RIOi� VIEW stucco ST07 SCREEN / TOP LEFT CORNER OF WINDOW \ 1 Z Z f GALV COUNTER-FLASHING OVER z i [ ' EXTENDED PEEL 4 STICK INSTALL OFF-RIDGE VENT - �- I FLANGE OVER METAL ROOF ---- -> =ry z ; AT BASE Building Dept: TL N SHEATHING OVER ROOF MEMBERS PER END'S DETAILS ' GAL VALUME`METAL ROOF OVER PEEL'4,,STICK OVER PLYWOOD.SHEATHING (PER'ENG'S Y, ETAILS) DOOR FLA5HINr3 INSTALLATION OVER ROOF MEMe Rs WEATHER RESISTIVE BARRIER(WRB)APPLIED PRIOR TO THE DOOR INSTALLATION. GALV FLASHING OVER PEEL 4 STICK NOTES: STEPS (DIN WATER SHEDDING FASHION, ROOF CEMENT `-- 1 - INSTALL IN STRICT ACCORDANCE WITH STARTING AT THE BASE OF - THE WALL <WORKING TOWARDS •.' :� •• ;.-., ,, , , . MANUFACTURERS WRITTEN INSTRUCTIONS ,.. THE TOP,INSTALL THE WERE, TO THEAFA E OF THE -. / 2 - APPLY ROOFING CEMENT OR SELF-ADHERING FLASHING OVER FLANGE AT HEAD ONLY O2 CUT WEATHER BARRIER AND FOLD IN AND AROUND DOOR JAMB O3 INSTALL DOOR PER MANUFACTURER'S INSTRUCTIONS •`` •"f 1 + ; ®APPLY JAMB FLASHING O APPLY HEAD FLASHING / T SATSTUCCO, o"9t 4r � DETAIL . OFF — RIDGE VENT SCALE: NOT -TO 5CALE SCALE: NOT TO SCALE �'' �PIDOC_ L� -9-- ) We I 2 i -•" FLASHING AT HEAD AP 4„ EXTENDS I"MIN BEYOND � � I/4" O® JAMB FLASHING. 11 � HEAD FLASHING MIN APPLY 4" WIDE _. SELF ADHERING MEMBRANE _. ..;v.•� _. - � WALL SHEATHING FLASHING,OVERLAPPING PER ENG'S DETAILS DOOR FRAME 1/4" q�� EXTEND SELF ADHERING MEMBRANE FLASHING r Mw — APPLIED WOOD BEYOND JAMB FLASHING FINISH (SEE ELEVATIONS) OFFICE CO"PY i v4„ OVER APPROVED :\ �. .?. : 6,,( ®JAMB FLASHING WEATHER BARR_ IER ��\• WALL FINISH ASSEMBLY APPLY 4" WIDE ' SELF ADHERING MEMBRANE - - \\\ FLASHING,ovERLAPPING LAP WEATHER BARRIERS DOOR FRAME 1RL EXTEND PEEL 4 STICK OVER NAILING FLANGE UP WALL 1" (MINIMUM) \� 5x5 GALV FLASHING W = INSTALL DOOR t THRESHOLD LAP WEATHER BARRIER INSTALL DOOR PLUMB, •���. KICK-OUT FLASHING LEVEL AND SQUARE PER I OVER FLASHING AND SECURE MANUFACTURER'S I WITH STARTER STRIP (SEE DETAIL) ���� WRITTEN INSTRUCTIONS I I Z � V SET THRESHOLD IN -. GALV COUNTER-FLASHING OVER I 110, C W W Z BED OF SEALANT I � MM g APPLY SEALANT AT ? I EXTENDED PEEL 4 STICK \ I 'fn W °� I CORNERS AND FRONT T I I •> / O I EDGE OF THRESHOLD = \ GALVALUME �� ?o �/� U 135' 9•� II I - r =N Z \ METAL ROOFING �� V) U a I I I WEATHER RESISTANT ,� BARRIER CWRB) x PER MANUFACTURERS w ATA 45 DEGREE ANGLE,CAREFULLY GUT THE SPECIFICATIONS BARRIER ON A DIAGONAL. GENTLY RAISE THE ` EXTEND KICK-OUT O TOP EDGE N THE BARRIER UP AND TAPE THE _ I GALVALUME METAL ROOF �///,� FLASHING 2" � TOP CORNERS AND CENTER TO THE EXTERIOR I OVER PEEL 4 STICK BEYOND FASCIA O Q U_ / WRB SURFACE ABOVE. L ~WATER (N 1 OVER PLYWOOD SHEATHING CUT WEATHER BARRIER AND FOLD (PER END'S DETAILS) II TIGHT Z IN AND AROUND DOOR JAMB '.�•��'�'��'� SEAL / OVER ROOF MEMBERS M \ � Q � VJ GALV FLASHING NOTE OVER PEEL 4 STICK' PLYWOOD SHEATHING INSTALL KICK-OUT FLASHING AT I PER ENG'S DETAILS 8 a) (y U LO ROOF CEMENT BOTTOM OF ROOF 4 WALL o PEEL 4 STICK INTERSECTIONS 3 V) W UNDERLAYMENT Z .. a:•: p t-��' w GALV EAVE DRIP P.T. FURRING Plan #: K1518 COPT - SEE WALL SECTION) FASCIA Job #: 15 1077 TAIL. : MBESHEET NU R WALLFLASHINGAT DETAIL : L�IA��/�GIC�G- OI�TFLASHING. ar LIE AU"O.D. 5CALE: NOT TO SCALE GALE: NOT TO SCALE GLENN LAYTON HOMES Of: 10 r N cu- ' E N— m L y L O nom, U �� +' C fp - ._. ` o O y _ . .. ; „ O N U n C 3 L. C O C O_Q 12 12 o O V)Ua000 c ,-R � U �+0� E N p N E ; Y o U �� U U OO Y f °w_Y GALVALUME METAL ROOF 1999 Wells Road (TYPICAL) 12 12 12 PITCH BREAK 12 ' - � a ge Park, S S ;,. V-I" fE HT I PITCH BREAK - - - - - - 2xro CORNER 12 TRIM (TYP) _ LU W S FIXED SHUTTER W Z 12 12 (TYPICAL) LU 0 8 S 1Y 12 HARD I-LAP t Q 12 ITCH BREAK SIDING (TYP) U U) 2xi0 GOVT - V s W 10'-I" fE HT PITCH BREAK 12 BAND (TYP) `r Q - - - Q Q FIN FLOOR LU JLSTUCCO FINISH81-111 F_ H >= 0 Q 1 . i .:t . ' 1 (TYPICAL) �p IE -' 4'h WOOD 0 FENCE 117=J1 ii '.. : •. . .: . . .• •. . • ..:..1... .•. •• .. 1 FIN FLOOR U) FIN FLOOR :::. .. .; .: ., : .: : :' : • HOUSE DII-0 LLI : 06 . '• .. :1 • 1 EL• 11.0 0� : rL1_ 1 1 EL• 84 e> Y PR0VIDE STEPS TO GRADE 4S NEEDED AVERAGE WING VERAGEWING WA W STUCCO FINISH GRADE ELE - V L - - t r ♦ DETERMINE ON SITE 11 011 1 R= I 1 = 1 1._4.1 1-411 904.272 5339 1 1 NOTE: 1: Building Dept: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN = THESE PREPARE DRAWINGS BUILDING WITH LOCAL ODES, CONTINUOUS ar` \ CODE CHANGES MAY REQUIRE ADDITIONAL 1 GU�ARDM AND RAILING NOTES FIN FLOOR 1 ,.' .'• 1 .a, ,>- DRAWINGS, ENGINEERING SERVICES, AND ••• •• • OR CHANGES TO THESE DRAWINGS TO MEET 1' I FIN FLOOR I HOUSE CODE COMPLIANCE. POSSESSION OF THESE HOUSE 1. TOP OF GUARD-RAILS SHALL BE A MINIMUM OF 3/o," AFF PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BEA ( AND ASSUMES THE RESPONSIBILITY To 1 I MAXIMUM OF 4 (A 4"0 BALL SHALL NOT BE ABLE TO PASS) PROVIDE ALL ADDITIONAL REQUIREMENTS 1 1 3. TO OF HAND-RAILS m 36" AFF — OF LOCAL BUILDING OFFICIALS TO MEET 1 1 —— —— —— COMPLIANCE. i 3 C ` A DORMER � C✓ DETAIL 12 12xI N'' ) BOARD s POAL ® `•1•'•'(011 3'-0" 1'-0" 3'-0" �'-6" STUCCO FINISH CHIMNEY �---- ------- - \ die 12 12 12 12 12 Approved fE HT - - - - Y" DECORATIVE BRACKET (TYP) _ 12 PITCH BREAKGALVLUME — S 1Z i FIXED SHUTTER METAAROOF (TYPICAL) (TYPICAL) I 10x10 WOOD �� - � OFFICE COPY _POST ITYP) _ .,. 1111 ILL, i PITCH BREAK \ 12 `�� -- -- -- -- '� 12 PITCH BREAK 12 ' l P.T. GUARDRAIL (TYPICAL) S cr) 10'-I" fE - FIN FLOOR - " - - aHIIIHHHIM U Ll U I- U LI U U Tr__ U 0 ..a. U. U 1 VC Y-) i ze c� HT W STUCCO FINISH U Qv ( � -� - - - - (TYPICAL) ��. r iri Z v ff ,, MM f 8'-1" f1'_ HT :., .• 1 -� c L L -1 5/4"x HARDI-TRIM .0 w w W Z AT BAY WINDOWS > U � � LOUVERED _ COURTYARD :. PANEL -, WALL 4"h WOOD 8 O w �p (DETERMINE FENCE U7) F_ ON SITE) O T Q H 1. C-) z D FIN FLOOR ® FIN FLOOR m \ ~ Q v J I EL: 11.0 HOUSE _ L R O EL 110 0 COURTYARD :• :' :' :. >, N `JLO f FIN GRADE ai ai U f aLU ~ SCREEN ENCLOSURE PROVIDE STEPS TO 3 V) CV (TYPICAL) GRADE AS NEEDED PLANTER WALL Q REAR * ELEVATION P I a n #: K1 518 4-y, SCALE: 1/4" = 1'-0" 15-1077 SHEET NUMBER.I c6�,,.,r��ri► -y Q -tea.,I I I GLENN LAYTON HOMES of:1 0 U U NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKENN L. o .. TO PREPARE THESE DRAWINGS TO COMPLY aU+ N 'o WITH LOCAL BUILDING CODES, CONTINUOUS 0 o o 3 c O O1 N - CODE CHANGES MAY REQUIRE ADDITIONAL c vi 2 w c � ++' ° 3 DRAWINGS, ENGINEERING SERVICES, AND O c a o >Baa) E 0 0 0 > OR CHANGES TO THESE DRAWINGS TO MEET ° o o ° o c CODE COMPLIANCE. POSSESSION OF THESE (n o m - ° o L o ACKNOWLEDGES THAT THE PURCHASER Q °' 0 o ° - TQ c or- PLANS HAS BEEN INFORMED OF THIS INFORMATION �� °v� o ° O °° AND ASSUMES THE RESPONSIBILITY TO ° o ,o () u, ° E o CHIMNEY W/ PROVIDE ALL ADDITIONAL REQUIREMENTS -w`a co a -; 0 c ca- CHIMNEY vi OF LOCAL BUILDING OFFICIALS TO MEET o o-° vi v S � � ° o STUCCO FINISH COMPLIANCE. O ° N o ° 0 '3 12 12 TE � � � a >,- U:3 ROOF � (n „� E � E ° aE _ GALVALUME 8 � ® S CRICKET Y o01z..- 0 � UY � �o�Y METAL ROOF (TYPICAL) 12 2030 FIXED GLASS 12 12: : •; S (HEAD 6 18'-0" AFF) 12BREAK PITCH 2 12 .. . .. 12 _ I 4 �- S � a8 r� 9'-1" fE HT c J ly 2x6 CORNER -- - - - - 12 t TRIM (TYP) -- -- - --HARD I-LAP S' 12 W W -- - - — SIDING (TYP) 12 8 Z FIXED SHUTTER (TYPICAL) - - P.T. GUARDRAIL 4 1 1C� _ --- (TYPICAL) _ i --- -- 2x10 CONT co —1 F] - BAND ITYP) \ PITCH BREAK PITCH BREAK 12 12 LLJ 12 -- - - 10'-I" iE HT U FIN FLOOR �' D PITCH BREAK -- Ll 8'-1" 2 HT BRACKET I(TYP) r^ STUCCO FINISH T (TYP) - 10x10 WOOD POS P (TYPICAL) EILI ^ Z _ SCREEN W WING-WALL :. •. W/ STUCCO � .: '' ,. .. . , : .. . : .. -• ENCLOSURE d - - (TYPICAL) FINISH E (n FIN FLOOR HOUSE FIN FLOOR __xx W - EL W CI: OCOURTYARD , FIN GRADE 48"h WALL PROVIDE DRAINAGE COURTYARD FENCE TO SUMMER KITCHEN OPENINGS AT UTILITY YARD BE DETER( U[Lr-) ON RICHT ELEVATIONSITE CSEE BUILDER) SCAkF-: 1/4" = 1 -011 5/4"x'CAP 904.272.5339 OVER 2xv HEADER TRIM GTYP) .. . ------ Building D pt. e 1NDOw DMAND RAILING NOTES .. ti NIT 2x4 TRIM CU,4R (TYP) I. TOP OF GUARD-RAILS SHALL BE A MINIMUM OF 36" AFF I 2 TW LES ARE TO BE A OFF 4" (AE44 B TO ASS ` OPENINGS (LING SPINDLES ' - 2x SILL ALL SHALL NOT BE ABLE P '• MAXIMUM A ) (TYP) y 3. TOP OF HAND-RAILS m 36" AFF 2C6 APRON Z s (TYP) k TYE WINDOW TRf1' LAF 51P ING �1r. 1 V BOARD AMCIVAL CHIMNEY w/ 12 12 STUCCO FINISH ROOF 8 8 Date a' CRICKET Approved 12. 12 S 12 2030 FIXED GLASS S' 8 12 12 PITCH BREAK 12 w f4 (HEAD w 18'-0" AFF) 12 T " SHARD( U U U U -LAPIF - - - SIDING (TYP) - 9 -i' fE HT FIXED 5HUTTER _i, lu (TYPICAL> 12 a8 2x6 CORNER TRIM (TYP) GALVALUME 12 _LAP 12 Fi Y METAL ROOF S SIDING (TYP) 12 8 (TYPICAL) P.T. GUARDRAIL S 0-) (TYPICAL) D 12 PITCH BREAK Z D wU PITCH BREAK 2 -_ ® 4 FIN FLOOR Q 101-11, fEHT - - - - _ 0 w w Z - - O M _ u N /4"x HARDI-TRIM : '.. . . .. . „ 8 I fE HT 5 : _ AT BAY WINDOW . _ :.':. 0 - C) Lij ZZ., _ I �— F1 LL U IE . . �� oc LL OU Q E L RE N AN .E L IL PE .. r l i - i' Z 01m T LL PL AN ER Q FIN FLOOR 2 . . � HOUSE U •• - - - - . 11.0 o ,. EL• LO JC U FIN FLOOR -r. -TY �t O UJ - EL v FIN F 00 GARAGE R � • . . .. EL• 9.61 � � � O WI W ,• NG-WALL W/ STEPS DOWN TO � ._ .. r STUCCO FINISH OOD STUCCO FINISH GRADE AS NEEDED #: K1518 (TYPICAL) FENCE Plan LEFT ELEV)4 LION Job #: 15-1077 50ALE 1/4" = 11-011 I GLENN LAYTON HOMES of: 10 v v C 7 — NOTE: U) n w TANKLESS ALTHOUGH EVERY EFFORT HAS BEEN TAKENa; »_ 4-+ o GAS WATER TO PREPARE THESE DRAWINGS TO COMPLY p o o ° = p _ HEATER 02 WITH LOCAL BUILDING CODES, CONTINUOUS V _',c ++.0 3 CODE CHANGES MAY REQUIRE ADDITIONAL O c a w-0, E ' � O or " EXTERIOR JUNCTION BOX DRAWINGS, ENGINEERING SERVICES, AND rn ami N o o° o C fn - C 0' 0 C OR CHANGES TO THESE DRAWINGS TO MEET o - a`` o TQ - SHOWER FOR COURTYARD CODE COMPLIANCE. POSSESSION OF THESE Q n 6.2 In LANDSCAPE PLANS ACKNOWLEDGES THAT THE PURCHASER =.. 0-2 0-o O `o 0 3�' ° LIGHTING HAS BEEN INFORMED OF THIS INFORMATION 46 o o�_-­ `oma _ ()°� �, E o TO SWITCH \ AND ASSUMES THE RESPONSIBILITY TO ENTS L 'o N u C ; L O o aQ AT KITCHEN OFOLOCAL VIDE ABUI DINGLL ITIOFFICIALLSONAL QU TOMEET �+°' o � c Q u O v N V d O O V C U ' COMPLIANCE. j N y "�N •_°-� T O o'3 `o GFCI P O GFCI Y o 0:5 a v 0 0 O Y � �o - WP UTILITY 1999 Wells Road IN GFCI YARD / N. (UNCOVERED) Orange ARDEN \` GUEST SUITE 32073 EXTERIOR SOFFIT SHED \\\ "MINI-SPLIT" LIGHTING (SEE (8'-1" IE HT i - A/C FRONT U) BUILDER FOR SUMMER AFF HOUSE)WP \` 2 DISC 8 WF` OC FIXTURES) WP KITCHEN WP GFCI I I w Lu ! GFCt --- GFCI 1 GFCI REAR / Z 0 O AFP - - - Q - - - - - - - -- - - - - - - - - - - - - -L - - - CsASCs - - - -- - - --- - - - - - -- - - - - - - -r- - - ... DETr�-SC D i F- - 7 I I __--\ \\ , ,_------- 1 _.I GARAGE i P.C. IN /-` - i / ( ATTIC w i ------------- A_- / I I I T �� I 1 - TO LIGHT TO COV'D I I 1 AT OUTDOOR a I 1 (9'-4" CEIL AFF GARAGE) I L — J SHOWER 4 I I PORCH I , , WP \ / , -_ "__------ WP , ; ` LIGHT 3 Imo' f I SCREENED GFCI \ / � GFCI �/I SWITCH ---- -\ i I O �. WP I \ i PATIO ' \ , / / ---= - ----- - I i � ABOVE i `\ Q C O D'�, / / GFC - 7-'�- GFCI _ 0 O GFCI— GFCI GFCI \`\ i 1 1 (10'-I" IE HT) \ � \__ '/./. C O — J REF I PAT10 O I \ GFCI``� �' ?' (.10'_1" HT) 1 �/ !•- % I / i V J I I 1 \\ X . r I I , \\ GFCI \, G D_O. Z W/IH0OD \-\ . LU 7 -------- ------ ---- --- 111, _ .. —/ I I / \\ I . I / / / I p ; , I I TO COURTYARD WPB �fl IMICR01 \ 3 I GFCI! -- I WP I 1 \ `'_ -1 - --------- LANDSCAPE ii \ i /� NLIGHTING ----- Lij 1 GFCI GFCI L� J I I 1 - ' rrry-----_-__ / o • • GFCI / I 1 // `\II \\ GFCI / --- 06 cc - / :y C 1----- -11-- I II N \ \ I TCHE _ ,I I GFCI ---.'' - '--------' I I ----------11-- / i (VOLUME CEIL) I I -- - - - - - - -- - - - MEDIA -- -- ------------- ---------------------- ---------------- --- ---------- ------ --------- - - T- T - -- - ----- -----i i- - --------- ---------- I I C10'-I" CEIL) i ii ii ii I I II I - rr--- -- II , I GFCI 1 / 11 lit GFCI m _ I I , ` FLOOR PLUG j -� - \\ I I ---- - ,- -_ ---_ ER \ 1 I ' I \ TO FRONT 1 PHOTO `\ PHOTO \\ //PHOTO \ \\ I I LOCATION II II � \ - --- -1-- - -------- - -- - FRONT I I I \ W/ BUILDER) \ I I / , I , LANDSCAPE ' -CELL -CELL -CELL 1 LIGHTING - T-----`` I ----- -�-----= --- -'- --- -- ' -- ' I ------ TO REAR ` ' i I --- 1 F-- I '' " l I 1 I ' / - -------�---11-- ' --- I -------------- --- / / / . LANDSCAPE / I I / -- � -------- ---- ---I------- I--------- �-' ___ / Iif / / LIGHTING i i 10 -� / �{}�--- j / • / / TO FRONT I I — — — — — — — / FLOODS •�-- � - .T=__ ___; __�I== Building Dept: TO REAR �' I I //T I �/ .._- - • WP I l �i / -L F =- -_ I I COVERED GFCI FLOODS 1 I i \\ VAULT i i VAULT � , , , � � � ii--- -- - ii - L_ — — ' — — -t— I I (9'-I tE T) GUEST I - — / H i ------ I — — — — — —— / --------------- -I------ --- _ - -_ - -- -_ -- ,- -__ -_-,,, T _ SUITE 1 I I FOYER _ --- 1 . i ,� 11 i (9'-1" CEIL) REAR �'' '_ - -- - ARGDE , ' -- ' / % I I (10'-I" CEIL) / \ s COVERED LIVING __--- -- N I I - ,'_ `- - ,' \ }}}• I ' � (VOLUME CEIL)i ; � \ � ' ,--- - ,,--- --,%C --- - - I � PATIO . >� ' / --- -''' •'--------'' - '�---------'' -CELL WP a `� 1 (10'-I" FE HT) i I 3 5 - 1 / `\ --- --t - -----i --- --- ---I----------- �:. P \` CO --------- F_ ----- 1\ ----------- ----------- I \ -'/ GFCI 1 \\\ � -� aTtic _ EIL) / 8 $ MINI BUD I OVAL WP I I / GF \\ / \ TO LIGHTS I ,y� .r F—I - GFCI STD I \\\ LSWITCH ATIt 1 \ i I s I a a / i (10'-1" CEIL) I I I \\ 9'-1" , 1 I� ,� ELECTRICAL LEGEND i 1\ CEI l� / - \ ; \ _ C:..INC I ' GARAGE � L � � \ •�\ _--- --- P /L�. I CEIL � \ � 1 } ATTIC 1 ® I \\ i � \\�. �_J ,� �. / O FLOOR PLUG I sD —��----- '"- sD � � PREWIRE , — 1 Co BRACE — — J �\ ,' ' \ ` /' •' CEILINGS FAN ® 22mV OUTLET . ' \ / �� GFCI , \ GFCI — —— — — — — — — .11 1 / / '' - ----------- - W/ LIGHT \ I / I / ' � IIOV OUTLET I I _-- WALK-IN j - ------ --- CIO'-I" CEIU PRE WIRE WP WEATHER PROTECTED - - - - li -----�-� OWNERS '�� �'�' I I 'i �I i 5RACE FAN GFCI 11mV OUTLET OFFICECOPY BATH /� %� -----''/; I GFCII /; I ` � J (NO LIGHT) �cI F�L�CIRCUIT UTLET W/ GROUND INTERRUPT SECOND FLOOR (10'-I" CEIL) , , ,' I I I / GFCI / �\: r — 1 i FLUOR LIGHT SWITCHED ilm OUTLET '�' W = OWNERS i/ I '� --- I 1 I N �, JUNCTION BOX (TOP HALF ONLY) ELECTRICAL. U ' I -�- , % \ % L -DR �� I ( �,�' FOR FRONT CEILING EXHAUST SUITE E i \\ \1 ,\ i i C10 I CEIL) L — J. _J ,� LIGHTING PE SCALE: 1/4" = 1'-®11 � Z w rye v / FAN/LIGHT FIXTURE C�ARA_zE DOOR OPENER "' 00 (10'-I" CEIL) .. -�- ____ — 1 -� / BATH �2 o W Z I / - '' kGAS i (10'-I" CEi ) CEILING EXHAUST FAN ) mD ------------------ ` �,�- I GFCII I � �' $ SWITCHES � .J ` — I \ RECESSED U / LIGHT FIXTURE $a 3-WAY SWITCH U) _ U W v — — — — -1 F J L F — �Fcc CEILING MOUNTED ® SMOKE DETECTOR 0 Z >- _j LGFCI T LICzNT FIXTURE SD `n I Z N a L-L 0 WP Disc CEILING MOUNTED DISC \ II GFCI A/C PENDANT FIXTURE � DISCONNECT SWITCH mIt U Z D ;I FRONT \ JUNCTION BOX ` REAR GAS WATER � {�- WALL MOUNTED � � � � Q FOR REAR HEATER 01 T LIGHT FIXTURE CARBON MONOXIDE r O � 17 L GHT NG PE DOUBLE CO -D 4-j N U DETECTOR 4 ALARM LO FLOOD LIGHTS 3 0 � W F— � � O RfR&T FLOOR ELECTRICALNOTES: _j SCALE= 1/'#" = 1'-0" 1 - ALL ELECTRICAL WIRING TO BE IN Plan #: K1518 ACCORDANCE WITH 2008 NEC. Job #: 15-1077 SHEET NUMBER 2 - PROVIDE ARC-FAULT CIRCUIT INTERRUP=TERS { IN ALL BEDROOMS PER ARTICLE 210-12 GLENN LAYTON HOMES od 0