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HomeMy WebLinkAboutBuilding PlansCENT MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 N AC Lai � DC C) 0 2ro3 ' ,o J OR N -1A qE Q 00 �� � O c O z N co L �*N � mco 0 o co ¢ O PLAN # / ORIENTATION: 3911650 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP20,1 ,;o MI. O N 0 14'-01/211 3'-011 21'-31/2" 4 M 13101/2" 1 6 311 L_ -_ j,.`' I Q 1 II D111, ' SLAB CUTOUT FOR I � 14'-4111 �SGDTHRESHOLD SEED fklLON �61� , I SHEET GNP24;0 ^ d . — 1 �, FRIG. Al g {HOOKUPS i , „ a 5 I, � { �.,N a F— O : I « i ,:7 ` o co (I CD r CD( I II 1 Lo co i � I � � 7 fi< , a r, . � l� _ � �117�=" � �lFf Lj a ' 1 IW-F— 15' 21/2i1 , 2'-01/411. 7� I� ....-. .: ,3'-21/4" 3'-11/211Vt 11 s 1 ^iIf Li 'CU't'CONTROL,IOINTS AT NTEWALS,IhIO' 44 I" IN BOTH DIRECTIONS n { v. u ^181-1r ,, d:" 191-811 f J _ " 17 2'-0112" 16-311 14'-411 3'-811 20'41 38'41 SLAB PENETRATIONS ELEV'B' 114" = V-0" AT 22" X 34" LAYOUT 118" = V-0" AT 11" X 17" LAYOUT HVAC PAD -2-01 /2" v 0 N. m 0 N vi w z a _N w T F— O 0 Q w z O O z cr- W O z 0 W W O 2 Z O w U w �ww �-ii,tgL 4 CIDD S'r. RJ Q uj Lu wl Lu H- 0 Q J 0? z re w 2 PC CENTURY s MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC 0 2020 41® r2 m C, 6J� C9a �J F d f 6 E N- N O 0 o 13) Ocy) z Ln w *k� m� o o CID u ¢ O PLANpp# / ORIENTATION: cQ%1650 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 03 TU TO 4" SEPTIC LINE PLUMBING ISOMETRIC 1 112" VTR AAV cp L:)IT I 0 N. 38'_4" 14'-01/2" 3'41 21'-31/2'1 rF710 63 III —11F--_:�F_ 713101/2 I DV 1„� 111 . " ® d SLAB CUTOUT FOR 4 _14' 4" GDTHRESHOLID s .: G I I SEE DETAIL ON I I•. SHEET GRP24.0 ... t FIG !HOOKUPS� • j ` � L e' n l_ L oR ° j {,��✓✓ '''ppJJ 18`-8" -.. a ` " nl•} } TOE _ I � ,.�`N . an. ..l Vl I" q Q , CM If -VI L <z. n . " ...... .. .. .... .......... J e I J EIL 1#-"IL c} I I a 15-211'2' I 2'01/4"' III d xII �G J a -I .. 3' 21/4" 3' 1 1/2" ^r' ! a • - - - - G AHU DRAIN � u _ r- CUTCONTROLJOINTS I AT INTERYALSIOk10' IN ,BOTH DIRECTIONS U Ii G lg' 8'`- I" a .. 4 1 d f n i _ Qdv 77 I ✓ A I � G - d � ,vO .-...- .-K ...........14... ...:..... N v 4 v ry r s; k. 18'-811 .. 2'-01/2„ CO 16'-311 141-411 31-8" 20'-4" 38'-41' 1 PLUMBING PLAN ELEV'B' I -1.0 AT 22 X 34 LPtYOUT 1/811 = 11•0" AT 11" X 17" LAYOUT 2'-01/2" 0 N II�� I � I I IiII CENTURY.., MORE HOME ^ LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Mw Q s�w VP S C1C m w N OI w v ca CD 8, w_ co Lo J d ir b#co r-JMPLIANCE . L N17OUNTY CID > N 00 co •(1) o z O w CON m O Q Q O Fs �L%AJORIENTATION: 3911650' RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP2 0®5 I Component Century Complete Product Approvals NOA Index Sheet V) LU Z J d U V) 0 Model/Series Product Approval PP Design g Impact Resist. Attachment method Upd8k108d020 Approval rf Date Pressures Roofing 3-Tab Glass SealElle F[18355.1 12/12/2017 N/A Standard Fastening Pattern, (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener I in.back from each end and one 12in. back from each end of the shingle for a total of 4 fasteners. Roof TAMKO Bldg, Products, Inc. Asphalt Shingles Roofing RhinoroofU20 FL15216.1 12/12/2017 N/A For slopes from 4:12 and higher 4" and Vertical laps should be 6'and overlap 50%plus )"The use of recommended, For same day co �hlnolloofU20istobelaidouthorizontally(parallel)totheeavewiththeprintedsideup.Horizontallapsshouldbe anchored approximately 1" in from the edge. For low slope (less than 412) applications it is recommended to oofing hammer, pneumatic air of gas driven fastener tools is acceptable, The use of straight edge cutting knives is eragewith primary roofingRhinoRoofU20can beanchored with corrosive resistant 3/8'head xl"leg roofing nails (ring shank preferred, smooth leg acceptable), or_ = 0 0 Covering nterwrap Underlayment's 0 Therma•Tru Fiberglass Swing door Fiberglass 6-Panel FL15225,5 9/21/2018 67 67 Yes Jamb, Head, and Threshold Fast mers for this unit include #10 Wood Screws or 1/4" Tapcons, A Physical Shim must be placed in Shim Space at each anchor ocation. Tapoon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3/4", not to exceed 6" D.C. w ~ g Doors Wayne Dalton PlyGemWindows - Overhead Sliding Glass d000r Double Door Door Series9100 Series4780 fL9174.6 FL14634.2 2/13/2018 10/17/2017 302 50 -03.1 .50 Yes No Attach door bracket tojamb w 5/16" x 15/8" lag screws not to exceed 24" O.C., Door Jamb to be minimum 2x6 structural grade lumber. Vinal or wood doorstop nailed atmaximumof6"O,C.mustoverlaptopandbothendsofpanelsmin 7/16"tpmeet negative pressures, FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT w F- Q Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Corners 4" or nearest hole Bldg framing p� Ply Gem Windows Vinyl Fixed Window Series 1500 i FL16104.1 12/27/2017 55 -55 No Penetration l"min. (local code inay dictate) Min, Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min, Corrosion -Resistant Screw Size #8 or Larger Pan Head 0 ILL Z Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Corners 4" or nearest hole Bldg Framing Penetration In min. (local code may dictate) Min: Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min, Corrosion -Resistant Screw Size #8 w Windows Ply Vinyl Single Hun V 8 g Window Series 1500 FL16103,1 12/27/2017 So `S0 No or larger Pan Head Q Window Series 1500 f116100.2 10/17/2017 50 80 No Vinyl Integral Mull lTwin&Trlplel Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Corners 4" or nearest hole Bldg Framing Penetration )' min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8' Minimum Head diameter Min, Corrosion. Resistant Screw Size #8 or Larger Pan Head Z Q 12 ILL Ply Gem Windows LL > � Ply Gem Siding Mastic Vinyl Siding Mastic Eclipse 4.5" Dutch lap FL23885,1 12/12/2011 13.6 -13.6 Yes Allow a min, of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails or staplas should be placed approx.12" to 16"apart leaveaminofl/u"c2aranceatallopeningsandstopstoallowfornormaiexpansionandcontracti@n. Panels approx.1". Fasten panels approx• 8" or more from the overlap seam, Mastic Vinyl Siding Board and Batten Vertical Vinyl Siding FL23885:1 ' 12/12/2011 96.6 -96.6 Yes, Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads.16" vertical nail spacing. )" horizontal nail spacing. Siding Ply Gem Siding C Z Q 2 PI Gem Siding V g Mastic Vinyl V Siding g Cedar Discovery Shake y FL23885.1 12/12/2017 49A .49.4 Yes Nails are galvanized steel rootingnalls,1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads 18" (shake) vertical nail spacing. 8" horizontal nail spacing. Hurricane Storm Panel MFGINC. C Z Q 24 Gauge Galvanized Steel Storm Panel FL16293.1 11/2/2017 20 •20 Yes 1 114" diameter screw shall have a minimum embedment depth of 11/2" and have a spacing of 12" o.c. Shutter } - z Ply Gem Siding Mastic Vinyl Soffit UniversallVinyl) FL23352.1 12/12/2017 132.8 a.7 N/A Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads - Or - Staples with )" long legs X 1/16" (16 GA) Dia•ineach nail hem, Soffit C LL Aluminum Coils, Inc. Aluminum Soffit FL121941 12/15/2017 80 90 No 12" T-4/ 16" Q-4 Aluminum HT Soffit, Channel at the wall 3/4"x 1/4" crown staple in a diamond pattern at24" O.C, Soffit side 3/4" x 1/4" crown staple at8"O.C. Facia cap 13/4" x 072 1/4" head trim nail at 48" O,C. F- L United Steel Production Co Wood Connectors HD28-21F FL17232.3 12/21/2017 114)0.162"x3-1/2"Long (16d) Nails into Header; (6)0.148"x3"Long I10d1Nails intoJoist United Steel Produdion Co Wood Connectors HDO21021F F117241.8 8/14/2018 (14)0,162"x3-1/2" Long (16tl) Nails into Header; IS) 0.148"x3"Long (10d)Nails into Joist - V !Y C LL United Steel Production Cc Wood Connectors MSTA48 FL17244,17 10/17/2019 I26)0148"x21/2°long Nails United Steel Production Co Wood Connectors RT16A FL17236,11 2/13/2018 (910.148" x 1-1/2" Long (10d) Nails intotruss/rafter, (8) 0.148" x 3" Long hOd) Nails into Plate United Steel Production Co, Wood Connectors MTW16 FL17244.7 10/17/2019 (14)0,148"x3"Long Nails or(14)0,148"xl-1/2"Long Nails - United Steel Production Co Wood Connectors MTW12 FL172447 10/17/2019 114) 0.148" x 3" Long Nails or I14) 0.148" x 1.1/2" Long Nails United SteeIIProduction Co Wood Connectors HTT45 F1.17324.2 8/13/2017 Install Directlytoframingwith10dCommon or16dx2-1/2"Pnuematc V _ United Steel Production Co Wood Connectors ' MSTC40 FL17244.27 10/17/2019 (52) 0.148" x 3" Long Nails Minimum 11- C United Steel Production Co Wood Connectors MSTC66 FL17244,27 10/17/2019 I7210.148"x3"Long Nails Minimum LL LL United Steel Production Co Wood Connectors STAD14 FL17249.3 12/21/2017 (38) 0.148" x3-1/4" Long Nails Structural Components LL cc United Steel Production Co Wood Connectors ADTT-TZ FL17324.1 12/21/2017 WS8-EXTwood screw or 3/8" HDG lag screw United Steel Production Co Wood Connectors MPAI F117244.23 10/17/2019 (12) 0.131" x 1-1/2" Long Nails Minimum LL i < United Steel Production Co Wood Connectors RT15 FL17236,10 2/13/2018 IS) 0.131"x1-1/2"Long Nails into truss/rafter;(510,131"x2.1/2"Long Nails into Plate United Steel Production Co Wood Connectors RT7AT F1.208721 12/12/2017 (510.131"x1.1/2"Long Nails into truss/rafter;IS) 0.131"x1.1/2"Long Nails into Plate p United Steel Production Co Wood Connectors RT7A FL17236.10 -2/13/2018 (S) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate FFB 0 4 2021 United Steel Production Co Wood Connectors C44 FL17239.1 10/11/2016 16) 0.162" x 3-1/2" Long Nails into Beam; (6) 0.162" x3-1/2" Lang Nails into Post of , ` rN�" '�s p � rGs C'..�Rl=°1°i° LL �0 )P�; • C ENS .!ti ° •• No 77824 -_ c 0O STATE Or r r9e: United Steel Production Cc Wood Connectors CBE44 FL22052.1 8/13/2018 �� �� 11210.162 x3-1/2 Long Nails into post United Steel Production Co Wood Connectors FA4 FL17249.1 12/21/2017 (3) 0.148" x 1-1/2" Long Nails into side of sill plate; 13) 0.148 x 1-1/2 Long Nails into top of sill plate UnftedSteelProductionCo Wood Connectors RS14.100 FL1724428 10/14/2019 Installed direct) to Framing, I y g, 36)Min. 10dx11/2"with 10d Common orl6dSinkec United Steel Production Co Wood Connectors KST272 PL17244,14 10/14/2019 (64)Min. 0.162"x3.1/2"Long Nails United Steel Production Cc Wood Connectors HTWM16 FL6223,2 12/12/2017 (4)1/4" x 1-3/4" Powers Wedge bolt to CMU, (8) Min. 0.148" x3-1/2" Long Nails to truss/rafter. United Steel Production Co Wood Anchor HTA16 PL17680,4 12/12/2017 Provide 4' Embedment into CM U and fasten to wood component using (910.148' x 1 Y2' Nails United Steel Production Co Wood Anchor HGRM10 F117699,1 12/12/2017 Provide(4)1/4 x1-3/4 Dewalt Screwbo It+ or eq. into CMU an d fasten to wood compone nt using (4) 1/4'dia, dia•x1b long Wood Screws I I I I i IIIIII�IIIVII CENTURY MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC 0 2020 Cks !'V C1. CD O J . ) W FOR ; x LWACE Q ON'Y p z a) D N (D � a) 2 C)m O 0 PU < O PLAN # / ORIENTATION: 3911650 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 1 ,0 1 I I WALL LEGEND FULL HEIGHT FULL HEIGHT 8" C.M.U.WALL 2X6 WOOD STUD PARTITION FULL HEIGHT DRYWALL OPENING HEIGHT 2X4 WOOD STUD PARTITION AS NOTED ON PLAN, 6'•8' HDR HT. STONEVENEER \ 1 ROD & SHELF BRICK VENEER STUD WALL BELOW NOTE: EXTERIOR WALLS FRAMED AT 16" O.C. INTERIOR NON. HEIGHT AND STUD SIZE AS NOTED BEARING WALLS FRAMED AT 24'O.C. REF TO STRUCTURAL SHEETS FORBEARING WALL SPECIFICATIONS AND PLATE INFORMATION PLAN NOTES 1. VERIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS & DOORS. 2. PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R308.4.2 3. PROVIDE SAFETY GLAZING AT BATH SHOWER PER FLORIDA BUILDING CODE R308,4;5 4. NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS, SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY) 5. PROVIDE DEADWOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE. 6. WHERE DRYWALL CEILING IS APPLIED TO TRUSSES@24"O.C., USE 518'DRYWALLOR112"SAG RESISTANT PER SEC. 702.3.5. 7. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESSTHAN 112" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHAH BE SEPARATED WITH NOT LESS THAN 518' TYPE 7' GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHAH ALSO BE PROTECTED BY NOT LESS THAN 112" GYPSUM BOARD OR EQUIVALENT. 8, INSTALL 1918" THICK SOLID WOOD DOOR BETWEEN LIVING & GARAGE PER FLORIDA BUILDING CODE R302.1.5. 9, ALL WINDOWS INSTALLED 72'ABOVEGRADE MUST COMPLYWITHR6122MIN. 24"SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE. 10. PROVIDE FIRE BLOCKING PER SECTION R302,11 11, PROVIDE DRAFT STOPPING PER SECTION R302.12 TABLE R302.6 DwellmglGarage Separallon Se ap afion Malerial From lheresiden�e and allics Nolless lhaA indrgypsumboard orequivalenl applied lolhe page side From all habiIable rooms vve Ire'garage Nol less Iran 5 A hch Type X Wpsum board or equivalent Srudurels� supporling floor used lot separalbn requir el ing assemblies d bylhis;section Not less Ihan'h•inch gypsum board of equivAN 26N DOOR WI TOP & BOTTOM LOUVERED DOOR QUARIJFOOTAGE 16.67SQFT, DOOR 3TYLES & RAILS •7,05 SO FT. LOUVERS 118" x V-91' x 56' •1,02SOFT. NET OPEN AIR FLOW 8.60 SO FT. CD v 8'X8"CMU COLUMN r LO LO III (�CI�II w 38'-4" z 6'-0" 3'-8"1 7-4" 7'-0" 8'-1" 1 6'-3" $05.0SH $05.0SH 2030SH 6 • B" H.H. 6 • 8" H.H. 6068 SGO 6 • 8" HH. 777 E±L o DW U43X1,12 rn co KITCHEN 12X4 WALL, 34112' H, WI 12 8 Xil B "4�GREAT ROOM 12"COUNTER OVERHANG 4 RP2 0� W.I.C. FRIG. 17'•8" z 14'.6" HOOKUPS 11' 41/2" 3 4'-1 1/2" �, 1'-51/2" ELECTRIC Z — GRANGE 5 — co N 960 7" 32"X60" _ TUBISHOWER co 0, BATH w I 5 0, SUITE 6n RP2 5.1 z 11'•0" FLEX I� co -1 O5'-71/2" 13'-41/2" 13.0 z10'•0 m I� N r W O N Ij -' 26 I8 10'-91/2" 2'-31/2" 4' 1/2" 6'-71/2" 2'-41/2" _10'-31/2' I M (2I216618 N V668 I _ BED 3 coBE I co M �� I 1061x}aop" Y w . � 10 9 x 10'•0" (WATER MECH c? / �2 `HEATER J O co DRYERVENT V6618 J41-71/2" 2'-10" 6'-0" 4'-3" 3'-5" 5'-7" 10'-31/2" 5- o P180 20 MIN. RATE W l GRP2 5.1 ^ LO PERR302.5.1 OFTHE CODE ?1668 N FOYER 2-CAR GARAGE m 19'•0" z 19'•8" 13'-0" v 5'-0" BED 2 10'•9" z 10'•4" I ?J6618 L 4 ESCAPE T06r8 11'-0" 2'-0" 4' CV $05.0SH EGRESS 3.05.0SHTEMP PORCH 16070SECTIONAL 6.8' H.H. 6.8' H.H ` I 8 12-111/2 81/2 3-8 �� 811 16-8° 2'-2" 16'-0" 2'-2" 5'-41/2"1, 3-8" 1, 6-31/2" 7 14'-4" 1'-10" 3 $ 1' 10" 20' 4" 38'-4° --------------- u MORE HOME • LESS MONEY w _ 3091 GOVERNORS LAKE DR. F- 0 SUITE 300 0 NORCROSS, GA 30071 H— PHONE:336-282-3606 0 w WJH, LLC © 2020 cV w w I z reo w •n m c/f � m o co 0 I — C� 00 Q ® J 0 L w w C:) w QD i:) c.NLO �I ao c-i co LO UI �i=fl 0 Q J z O w U N O ° w o _ Z N g� M ry OR i't �a pipINVs > £d IIaYA i € } Ln z _ o = au o 0 o o CIO >w —, v Q, O w > -- PLAN # / ORIENTATION' Lu Lu 3911650 f RH o N a -SERIES NAME: CL DIAMOND Y FEB 04 2021 oz PLAN NAME: `�I111l1I7Ytg c` Rio GLu -\'SCE/V _ T FIRST FLOOR PLAN ELEV'B' : ' No »824 J w; LAST REVISION 114" =1'•0" AT 22" X 34" LAYOUT •°:�STATE � �P GSS 2,05 118= V-0" AT 11X 1?"LAYOUT �tl ONA,1c,`:. SHEET # GRP21.2 REFER TO SHEET GRP240 FOR WATER INTRUSION DETAILS v REFER TO SHEET GRP2 4.0 FOR DOOR & WINDOWTRIM W DETAILS & STUCCO CORNICE DETAIL Z CL crl r uj H O O C) Lu I-- u1 w Z O B & B SIDING a 4•> Q N 4. CORNICE ELEMENT �., SHINGLES AS PECIFIED O � COR ICE ELEMENT LL N r IASR QUIRE) SHINGLE5RSSPECIFIED IASREQUIRED) Z 1ST FLOOR PL HT 1ST FLOOR PL HT. W 71 ,i ! r: ♦. ♦ v r_♦ av- -` ♦ ,v a .. ♦ ,-, r - �( _ / 2 r, 1 H— ♦ a. O r ' r , tra ♦ a r ) r� e El FL:ll < -. ,: r, ♦ r f ` r rya • , > .-, "r _a o ❑ ❑ ■ ❑ ❑❑� ` _ _ n a t , Lu r ` r t' CEMENTITIOUS - - - - _ _ _ ` F \ ❑� ❑ ❑ ■■❑ _ t,. r - _' \ ❑ ❑ ❑ .FINISH - _ _, � ,, , - \ \' „- _ i_ s _ .� !- r ( n f 1 CEMENTITIOUS � _ ,'- '- - t. ,- - ' �'„',,/ _ _ �. _ _-, j > -. t,rr ( 0; r, .. ,.. r, _/A. J _ ,♦ t a. is r ` ILIFINISH a,71 17 ❑❑❑❑❑❑ \ .. 1 r 1ui r r 1ST FLOOR FIN. FLR, — � l R FIN, FLR. _ _ _ _ _ _ _ 1ST FLOOR _ _ _�r� -,:..—tea �T� „ r , a ( ♦ /♦ / a . s r r - i K v„f a, , ' yr / r - ♦ e, t tr , o r r a r♦ ,,r El LE A- H s"xB'CMUCOLUMNS 4'WINDOWTRIM LEFT ELEVATION'S' O 3 _ z II II II �� (/i 1 FRONT ELEVATION B 114.1-0 AT 22 X 34 LAYOUT = 114" =1'-0" AT 22" X 34" LAYOUT 118 -10 AT 11 X 1711 LAYOUT 0 11811 =11-0" AT 11" X 17" LAYOUT _Q - J z O LLJ H— U FE8 2021 � N d ;• No 77824 z STATE OF wa d :O� A, <t y CORNICE ELEMENT ❑� n �❑ ��. IAS REQUIRED) w SHINGLES AS SPECIFIED SHINGLES AS SPECIFIED 1%, W W 1ST FLOOR Pl. HT. 1ST FLOOR PL HT. oC - t st .Y a 1 _ f• i Y a 00 , _ t 1 T , r , rV ,/ i A S - _r s - /K ` 3 CE FINISH - - - - - - - - - MENTITI OUS , r r , r , r , a , r , r ' - , v ,I , , r N ' 4 f.` i 1 , a_ r 00 r r , a ,.., _,'_ V 1 r_ _ _ a tt r_ _, ,� a_,./ i _ ... `.I S -•` :/.2., _ tt_, k _.r `-5. a� a a , ;<, r EN C ME TITI OUS FINISH ' r -. S ' a / } t r- a a , -a _ l ' _ , b , r _ r e , ,.,,. •7. - _ - co 4 r a a_ _ e_ _ _ _ • r... _ t'. v -a _ ,._ , _ ,-. ,r / a r r , r Cf, /, ,, , , t„ , ,.,. ; _J _ 'G a _ a e a , r. a. , , _ _ , r` _..,.� / r _ r i )-a -f 1ST FLOOR FIN FLR, r — a Y -r -♦ -., / _ r..f- , r n ,. ..0 r /, r , ,_f, / , , ,a i..., / r.+..d / x ry a ♦/r 1ST FLOOR FIN, FLR, r r J RIGHT ELEVATION'B' 2 REAR ELEVATION B 4 ,� - " " LAY T 114° _ 1'-0" AT 22" X 34" LAYOUT _ 114 -10 AT 22 X 34 OU 118" =1'•0" AT 11" X 17" LAYOUT 11811-0" AT 11" X 17" LAYOUT IIIi�����611 fn MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 m C C�! a- J W IEa R LIANCLI 'O co L CD Z � rn ixN 0o p Q O LA,ORIENTATION 3911650 RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP22,3 ,; & 6; le7, MORE HOME ^ LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH,LLC © 2020 m Oct J Q LL FOR �,:VVED E 0,:)MPLiANCl- LU- COUNTY co O Z :N C7 uj - O � w CON ap O o Lip u a <� PLA ; FNTATION: 3911650 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GR23,3 I VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL,1" FLASHING ROOF UNDERLAYMENT CAP SHINGLE -APPLY WITH ADHESIVE (DO NOT NAIL) ROOF FLASHING DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'•0" AT 11" X 17" LAYOUT ROOF TRUSSES (SEE PLANS) SHEATHING SIDING PER ELEVATION WEATHER RESISTANT BARRIER G.I, FLASHING (EXTEND 6" ABV, TRIM BD.) CLAD 2x TRIM BOARD (REFER TO ELEVATION FOR SIZE) TRIM BD, TO LAP TOP OF BLOCK 2" G.I. FLASHING WI314" PROJECTION PAINTED CEMENTITIOUS FINISH 8" BLOCK WALL OR WOOD STUD FRAMING, REFER TO TRIM BD, LOCATION ON ELEVATIONS TRIM BOARD DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" = 11-0" AT I I" X 17" LAYOUT INSIDE THRESHOLD AT DOORWAYS SHALL OUTSIDE NOT EXCEED 314" IN HEIGHT RECESS THRESHOLD IF NECESSARY, 8" C.M.U. BEYOND S,G,D, THRESHOLD SET IN SEALANT -ATTACH PER MANUF. N W SPECS. � � U W PLASTER SAND FINISH _ z SLABISTOOP SLOPE TO DRAIN SGD THRESHOLD DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 1112" =1'-0" AT 11" X 17" LAYOUT CEMENTITIOUS FINISH CMU WALL - REFER TO STRUCTURAL 1/2":12 SLOPE BUILT UP FOAM TRIM (REF. TO ELEVATION FOR SIZE) PRE -CAST LINTEL (REF. TO STRUCTURAL) WINDOW ANCHOR CAULK BETWEEN WOOD AND CMU SEALANT AT FRAME WINDOW FRAME P.T. NAILING STRIP SEALANT AT FRAME WINDOW HEAD 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT WINDOWJAMB SGD JAMB DETAIL 1x P,T, BUCK STRIP (SEE z J STRUCTURAL) a U 112" GYP. WALLBD, o FURRING & INSULATION oc CMU - CONCRETE MASONRY UNIT w (SEE STRUCTURAL PLAN) 0 0 DOOR ASSEMBLY ANCHOR o ADD'L BUILT UP TRIM AS w SPECIFIED (SEE ELEVATIONS) z 0 CEMENTITIOUS FINISH Q SEALANT SLIDING GLASS DOOR FRAME p LL z W 1112" =1'•0" AT 22" X 34" LAYOUT 314" =1'•0" AT 11" X 17" LAYOUT 0 1x P.T. NAILING STRIP GYP. BOARD FINISH FURRING STRIP CMU WALL - REFER TO STRUCTURAL WINDOW ANCHOR BUILT UP FOAM TRIM (REF ELEVATIONS FOR SIZE) CEMENTITIOUS FINISH SEALANT AT FRAME WINDOW FRAME PRE -CAST SILL WITH DRIP EDGE 1112" =1'•0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT z Q 0 w Lu 0 z Ln Q 0 .J z 0 w 1x SILL U WINDOW FRAME SEALANT AT FRAME H PRE -CAST SILL WITH DRIP EDGE cn 1= 0 BUILT UP FOAM TRIM LL (REF ELEVATIONS FOR SIZE) z a N FLASHING = o v CEMENTITIOUS FINISH ~ CMU WALL - REFER TO STRUCTURAL uj °E v w_ w WINDOWSILL > 1112" =1'•0" AT 22" X 34" LAYOUT 3CL A =1'•0" AT 11" X 17" LAYOUT Y "FEB 0 4 2021 cz NO" 5 Guj ``� �P•'�� o E ���G''. _ d *; • No 77824 L ' p'. STATE OF40 �unm� 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Q i 0 J g� s p R N IPLAANCE C COUNTY 0 - 0 z *iN C000 0 O 0 u PLAN # / ORIENTATION; 3911650 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 4,0 FACE OF WALL 01 NT TnD i Ini6i rill GSINGLE WINDOW TRIM DETAIL )- 1 =1 '0 AT 22 X 34 LAYOUT 112" =1'-0" AT 11" X 17" LAYOUT FACE OF WALL FACE OF WALL SLOPE TOP 112",1211 BUILT-UP STUCCO TRIM 4" 00 4" TYP, REF. ELEV, 4 DOOR TRIM DETAIL 1 =1 4AT 22 X 34" LAYOUT 112" =1'-0" AT 11" X 17" LAYOUT QI nDC Tno I Inli.inil (&j TWIN WINDOTRIDETAIL =1 '0 AT 22 X 34 LAYOUT 112" =1''0" AT 11" X 17" LAYOUT vi w z a �— PER ELEV. SMOOTH CEMENTITIOUS o FINISH of SHAPED FOAM w TRIM O O 6" o w H J W re z O 511 re O LL z WALL LINE TYP.cao 0 STUCCO CORNICE DETAIL a 1112" = 11'0" AT 22" X 34" LAYOUT Lu 3A =1'-0" AT I " X 17" LAYOUT Lu w w 0 z V) a z a J z O W U D v) O U- Q LLJ W ►- d w ¢ a FED 0 4 2021 'It ' G 0o N0 7 824 cc Lu A ' STATE OF �. J "lt o" L C E N 'ITI U Y? en MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 �� N CD xf 0 �y`'� FOR c Y Q 00 C) N O Z ii O Lu' xt moo coO O O o v Q O PLAN # / ORIENTATION 3911650 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP24,0A RAKE DETAIL VARIES a CEMENTITIOUS FINISH 7 ylx MAX, a 1/2":12 SLOPE NAILING STRIP BUILT UP FOAM TRIM TABLE R302.6 Dwelling/Garage Sepamtron Se rpa atan Material Fromtheresleenceaodatlirs Nbtlesstlran''/z•inchgypsumboardorequrvalenl applied to the garage side From all habitable rooms above the cprage Not less than 5 A -inch Type X gypsum board or equivalent Strucixels)suppoding Boor -ceiling assemblies used torseparalionrequired by [his section Not less than' -inch gypsum board or equivalent _ VINYL SOFFIT (REF. TO ELEVATION FOR SIZE) w (INSTALL PER a PRE -CAST LINTEL MANUF. (REF. TO STRUCTURAL) 0 SPECIFICATIONS) SHALL MEET O R703.11.1 w PORCH SOFFIT DETAIL g w 1112" =1'-0" AT 22" X 34" LAYOUT 3A =1'-0" AT 11" X 17" LAYOUT z 0 a 0 U_ z WHEN TRUSSES ARE SPACED 24" O,C, THE CEILING clr_ w STRUCTURE MUST BE 518' DRYWALL OR IVSAG H— RESISTANT DRYWALL 0 Z a o \_ Lu \W �\ VL 1ST FLOOR PL. HT. o Z cn — Q � 2 r i Z ' < o FOYER GUAT ROOM 17t•8" z I44" J 0 Uj IST FLOOR FIN, FLR. ~ REFER TO STRUCTURAL `" PAGES FOR FOUNDATION SIZE BUILDING SECTION 1 1 u i u u O " 318 =1.0 AT 22 X 34"LAYOUT 3116° =1 r.0` AT 11 X 17" LAYOUT a . 0 W Uj w > Q F E B 0 42 2021 a J ♦ d R G, > �♦ Ems`06 NO 77824 Z t ,a. L U fi .9 s » a = STAT ... ATE _�O •. E OF . L�. , J T T L f P c NA����` Vie' r, G ���� III 1 I � I poll CENTURY m MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 � z V V i a' IEVVO VE � , IA 7. �2 o: 00 o Z L -C o 2 . 0 moo 0 o a PPFANF RIENTATION: 3911650 ] RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET # GRP24,3 KITCHEN 1 112" =1'•0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT W36 30 FRIG. \ HOOKUPS 2 KITCHEN 2 112"= V-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT W36 30 W3012 W24 30 MICROWAVE FRIG. HOOKUPS 0 / ELECTRIC RANGE B24 KITCHEN 3 1/211-10 AT 22 X 34 LAYOUT 114" = V-0" AT 11" X 17" LAYOUT vi W I�I� I I Ii11 ry T t!4 U K40RE HOME • LESS MONEY w _ 3091 GOVERNORS LAKE DR. 0 SUITE 300 0 NORCROSS, GA 30071 F— PHONE:336-282-3606 1- WJH, LLC © 2020 Lu tY 0 a 2 0 LL i0°! Z2: W c> F- �-- O c�- a N �® o a w C= �® LCD e�c: w cr F- O �® z �... a 0 z a J ` z O ULJ F— U Mirror30wX OLL. s�=a 36,h Mirror 36h X • CrjUNTN > -Q n. �0' L r cn O F (6 O z N 0 0 co v� O w Lu m 0 u Q O ILL \ / 32°X60' TUB/SHOWER 32°x60 w P LAN # / ORIENTATION: TU8ISHOWER 1 11 11-91/211 qq 1-71/4 1 71/4 w 1 H I 12 61-83/411 a _ SERIES NAME.. a J KITCHEN 4 BATH 2 OWNER BATH DIAMOND 4 112" =1'-0" AT 22" X 34" LAYOUT 5 112 V-0" AT 22" X 34" LAYOUT 1 '• 112 _ 10 AT 22 X 34 LAYOUT � �. za�� co PLAN NAME: 114 =1.0 AT 11 X 17 LAYOUT 114 -_ 1'.0 AT 11 11 X 17 LAYOUT 114 =1.0 AT 11 X 17 LAYOUT s`G.G' Pq z °e� Y No 77824 _ 1*: J * . - LAST REVIS ION ONI . 5 • STATE 0. STATE 2.05 '�iF ••: O q 1 O .• y� . s NAI�.`.� SHEET# GRP25,1 I VVVLJJV// 3 0 M1 GREAT ROOM ` KITCHEN W.I.C. Kr -® I \ GFI 8'-1 C \ 6' 91/2" o. SUITE I� GFI FLEX\-6c)- I,l I 0, $ATH alpei a r U O BED 3 BED 4 I I i \ o� I (HEATER ' MECH O I HEATER , TV \ Calpet _ \ SERVICE IN * DISCONNECT GFI Mod \ KEYLESS BREAKER y INATTIC BOX —! BA, 2 F I Vin� _ 2-CAR GARAGE Ca�pef I KEYLESS t BED 2 / GARAGE DOOR OPENER PREWIRE FOYER TV � _.. GFI(WP) PORCH 1 ELECTRICAL . 1 SIT FLOOR - ELEV'B' 114 = V-011 AT 22 X 34 LAYOUT 1/8" =1'-0" AT 11" X 17" LAYOUT CE NNECT GENERAL NOTES 1, ARC FAULT ALL I5&20AMP CIRCUITS& INSTALL TAMPER RESISTANT RECEPTACLES, RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC 210.12 & 406.12 2. ALL ELECTRICAL EQUIPMENT TO BESET AT OR ABOVE BASE FLOOD ELEVATION, 3, ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TOBE GFI. 4, ACIDC SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVING A FOSSIL. BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 1Y OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 9113.0412. INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC2014 1612 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH i500 1603 SF GENERAL LIGHTING @ 3W / SQ. FT. 4809 1 WATER HEATER 4500 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 1 DISPOSAL 690 0 TRASH COMPACTOR 0 1 MICROWAVES 1630 0 CENTRAL VACUUM ' 0 0 MINI FRIG AND ICE MAKER 0 0 JENN AIRE 0 1 CLOTHES DRYERELECTRIC 5000 1 RANGE 11600 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL 0 36,326 FIRST 10,000 @ 100 % 10000 REMAINDER @ 40 % (26,326) 10530 20530 HEAT LOAD 9400 W 6110 65% A/C LOAD 2.5 tons 4400 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 26,640 VA DEMAND LOAD AMPERES 111 @ 240V NEUTRAL DEMAND AMPERES 74 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES GARAGE DOOR 0 OUTLET • 110V OUTLET • TV (�3 WALL LIGHT ❑ID OPENER PREWIRE \ SMOKE DETECTOR OUTLET • 110V GROUND FAULT OUTLET • PHONE 18' LIGHT BAR (0 FLUSH MOUNT S'C SMOKE DETECTONCO2 INTERRUPTER OUTLET•110V GROUND FAULT INTERRUPTER SWITCH • SINGLE POLE ACOACH LIGHT FRONT DOOR O SURFACE CAN LIGHTEl BATHROOM EXHAUST FAN p WATER PROOF OUTLET 220V SWITCH 3 WAY REEAR DOOROACHT C*� OPTIONAL FLUORESCENT SWITCH • 4 WAY FAN PREWIRE \\ I'X4' 2 LAMPS v 1 TO POWER CO. TRANSFORMER BY UTILITY COMPANY METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 313 I I WIRE SCHEDULE 200 AMP 1 TO POWER CO. TRANSFORMER INSIDE PANEL 2 #4 BARE COPPER 310 SER AL (FOR 150 AMP) 3 OR Oro SERAL (FOR 200 AMP) PER NEC 1 3 2 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GRADE BOND TO FOUNDATION STEELAS PERNEC 250.52(3) ELECTRICAL RISER DIAG11 RAM NOT TO SCALE PANEL SCHEDULE # # I # DESCRIPTION # 1 AHU WITH HEATER 50 AMP.#6 1 2 RANGE 40AMP #8 ` 2 3 3 4 -- 4 5 DRYER 30AAV # 10 5 6 ACU 30AMP # 10 6 7 7 g 8 9 WATER HEATER 30 AMP # 10 9 10 WASHER 20AMP #12 10 11 11 12 DISHWASHER 20AMP #12 12 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP.912 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 17 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 18 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 24 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 27 BED 3/ BATH 15AW #14 27 28 SPACE 28 29 SPACE 29 30 SPACE 30 31 - SPACE 31 32 SPACE 32 I III l o l l IIrI CENTURY 6 7 'oo 6-ter MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, UC © 2020 _ �vWWED FOR E PLIANCL "n UNITY - N c > CD `� l cO o m z CV w co O o Cn t u a C� L P -/ ORIENTATION 3911650 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 6,2 MEANS 4 METHODS NOTES THE 5TI UwTURE 15 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S 50LE RE5PON5IBILIT( TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY 5HORING, 5HEETIN5, TEMPORARY BRACING, 6Ut'5, AND TIE-90AN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRAGIN6 REQUIRED TO STABILIZE AND PROTECT EXI5TIN(v AND ADJACENT 5TRUGTURE5 AND SYSTEMS DURING COURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MOOEL 15 DESIGNED TO RE515T LATERAL LOADIN65 AS PERMITTED BY SECTION 4.35 OF THE SPECIAL DE516N PROVISIONS FOR WIND AND SEISMIC (50PW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINGS METHODOLOGY PER THE REQUIREMENT5 SET FORTH IN SECTION 4.3.5.2. A5 SUCH, WALL5 WITH OPENING5 ARE CONSIDERED A SINGLE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOWN5 ADJACENT TO EACH WINDOW/DOOR OPENING. • 5HEARWALL5 USED IN THE OE516N OF THE STRUCTURE ARE DE5I69NIED TO RESIST BOTH SHEAR AND UPLIFT, AS PERMITTED THROUGH SECTION 4.4 OF THE 5DPW5. AS SUCH, STUD CLIP5 ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXCESS UPLIFT LOAD THAT HAS NOT BEEN RESOLVED THROUGH THE EXTERIOR 5HEATHING FASTENED AT THE TOP 4 BOTTOM OF THE 5WARWALL. TERMITE MIROTECoTION (ONLY IT! BAIT STATIONS ARE TO N INSTALL®) TERMITE PROTECTION SHALL BE PROVIDED BY RE6I5TERED TERMITIGIDE5, WHIGH MAY INCLUDE 501L-APPLIED TERMITIGIDE5, BAITING SYSTEMS OR TERMITIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE CERTIFICATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE ISSUED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOCUMENT WILL BE LEFT FOR THE BUILDER WITH THE PAPERWORK PAGKA6E AT THE JOB 51TE'5 PERMIT BOARD BY THE LICENSED PEST CONTROL COMPANY. IT WILL CONTAIN THE FOLLOWIN6 STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAW5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVICE5 LATERAL BRACINS 4 WALL SHIATHING SPECIFICATIONS THI5 MODEL HA5 BEEN ENGINEERED TO RE515T LATERAL FORGE5 RESULTIN6 FROM UP TO 160 MPH HIND SPEED, EXP. G R15K GATE60RY II t 5EI5MIG GATE60RIE5 A/B. ENGL05ED, 0.18 INTERNAL PRE55URE GOEFF. ENGINEERED DE516N WA5 COMPLETED PER THE 7TH EDITION 2020 FLORIDA RE5I0ENTIAL BUILDING GODE5 (5EGTION5 R301.1.3 (RES) $ 1b09 (BUILDING)) rt A5GE 749 STANDARD EXTERIOR WALL 5HEATHING REQUIREMENTS: PI SHEATH ALL EXTERIOR WOOD FRAMED WALL5 w/ 1/2" PLYWOOD OR 055 FASTENED W/ 21�"X0.131" NAILS o 6" O,G. ALONG PANEL ED6E5 AND 12" O.G. iN THE PANEL FIELD. I. ALL 5HEATHING PANELS SHALL BE ORIENTED VERTICALLY (LON(5 DIREGTION PARALLEL TO 5T05) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGE5 4 EDGE FA5TENING. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED 7STUD FRAMING o Ib"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE CONTINUOUS FULL HE16HT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALLS 5H 4LL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ %Hx0.131" NAILS ® 16"o.c. USE (8) %N0.131" NAILS o EA. LAP SPLICE. (TYP. U.ND) 5. LATERAL ANALY515 Ar:5UME5 ALL INTERIOR SHEAR WALLS AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 1. ALL EXTERIOR WALLS '. r6 DERED A5 SHEAR WALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OI"=5ET TO FALL ON DIFFERENT FRAMING MEMBERS. ®� ®� INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TANDARD GON5TRUGTION 5YMB0L SHEAR PANEL 5PEG. O1/2" PLYWOOD OR 056 FASTENED W/ 2Y2'xO.131" NAIL5 ® 3" o.c. ALON6 PANEL EDH5 AND 12" ox.. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 A55EMBLY. HOLD-DOWN SCHEDULE 5YMB0L SPECIFICATION HD-1 U5P HTT45 HOLOOWN* FASTEN BUILT-UP POSTS SUPPORTING ROOF 5.T. TO GMU WALL W (1) U5P 5T-1 M5TGM40 STRAP W (14)Y4" VIA x 2Y4' LONG TAPGON5 INTO GMU. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO 5TBIb ANCHOR BOLT SPECIFICATION: ANCHOR 14OLDOM UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY -SE CONCRETE FOUNDATION w/ U5P GIA-6EL 1000 EPDXY 5Y5TEM PER MANUF. RECOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPOxY-5ET ANCHORS WITHIN 1 %4" OF FACE ON CONCRETE FOUNDATION WALL FOUNDATION • DE-516N 15 BASED ON 1th EDITION (2020) FLORIDA BUILDING GORE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DESIGNS ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516% ARE STILL ADEQUATE. • FASTEN SILL PLATES TO FOUNDATION WALLS WITH 1/2" VIA. ANCHOR BOLTS o 4'-0" oc. W -I" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (CMU FND) STRAPS W5PACIN6, PER MANUF. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE FND DETAILS). • ALL LUMBER EXP05M TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO COORD. • GONGRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN65THS IN 28 DAYS, U,NA.: f'c = 2,500 psi:....... FOOTING5 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTING5 AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR q% COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL INSIDE CORNERS OF SLAB EPOE5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0" MAX) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR VIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • &ROUT 514ALL BE ASTM 6416 F'c=3000 PSI w/ MAX %" A661RE6A•i E • CONCRETE MA50NRY UNITS SHALL BE ASTM GQO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 550/550.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOVEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOVEL. • 6ROUT SOLID ALL REINFORCED GMU GFH 5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITECTURAL PLANS. • ARGHITEGT/BIIILDER TO REVIEW 4 VERIFY ALL BLOCK PLAN DIMENSIONS PRIOR TO CONSTRUCTION. "•Jaa2as GARAGE 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIRGIN 501L PORCH 5LAB 3 1/2" GONG. SLAB ON 4" MIN" GRANULAR FILL ON q5% GOMPAGTED FILLNIR61N 501L SLAB ON 6RADE 3 1/2" GONG. SLAB Wl bxb WIAAA WWF (OR FIBER MESH ILO WWF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% COMPACTED FILLNIR6IN 501L FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L./480 LIVE LOAD DEFLECTION CRITERIA, • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRUSS MANUFACTURER, UNLESS OT 4ERWI5E NOTED. " 1-JO15T/rFA)55 SHOP OWG5. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE E196E5, FASTEN 5HEATHING TO FRAMING MEMBERS H/ GLUE AND 3"xO.131" NAILS o b" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL ROOF 1RU55E5 PER WTGA 4 TPI'S BC51 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES! • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU% GONNEGTOR5. • ROOF 5HEATHI% SHALL BE Ig/32" MIN. 0513/PLYWOOD 5HEATHING 40/Z0, EXP05URE I. FA5TEN 5HEATH'6 TO ROOF MEMBERS w/ 2Yz"xO.131 RIN5 SHANK NAILS (R5R5-03 OR EQUIV) 0 4" O.G. AT PANEL EDGE5 4 0 4" O.G. IN FIELD. FASTEN 5HEATHING TO GABLE END 4 DRAG TRUSSES W RING SHANK NAILS o 3" O.G. N.N.W. PROVIDE BLOGKING ALONG PANEL E26E5 AT FIRST 2 TRL65 BAY5 FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. • ROOF 9FEATHIN6 FOR MAIN ROOF TRUS5T5 5HALL EXTEND CONTINUOUSLY UNDER ALL OVEl;TMMING. • TR055 ALL LAR6E VALLEY SETS. FA5TEN EACH END TO TRU55 BELON W U5P MT H12 AND (2) Yx0.131' TOENAILS TO EACH TRU% BETYEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 0 24' O.G. FASTENED TO TRUSS BELOW w/ U5P "12 4 (2) 3NO.131" TOENAILS EA. END (MAX. 4' LENGTH BETWEN SUPPORT POINTS) • ALL METAL HANGERS SHALL BE 5PECIFIE0 BY THE TM MANJFAGTURER, WLE% OTHERNISE NOTED. • ROOF TRJ% SHOP DW695. %ql BE SUBMITTED TO ARGH 4 E%. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SNORT SPAN ROOF TK65B W 2x4 LEDGER FA5T5EV TO FRAMING w/(2) 3'4131' NAILS o lb, O.G. ((3) 3"x0.131" NAILS 0 24" OL) W -M- ors. .. . �.. •I J{� .i ." .11 1:.rr - .1��h1 i,7r ♦ li .I ��U'•. Ii: . I:.rr .I �d. .j\y � lu :�•.•G� 1 •i 1.� =__ 111611-1, Window t Door Allowable Wind Pre55ure5 UP TO 1h0 MPH Wind Zone Exp G, R15k Gat II, Endo5ed 0.18 Internal Pre55ure Goeff. OPENING 5I� INTERIOR ZONES END ZONES 3'-0" X 6'-8" DOOR AI +35b P5F/-38.8 P5F ®+35b P5F/-4b5 P5F 2'-0" X 3'-0" WNDW BI +31.3 P5F/-405 PSF BZ +31.3 P5F/-4q.g8 P5F 3'-0" X 5'-0" WNDW @ +365 P5F/-3qb P5F G2 +3b5 P5F/-46.2 P5F 8'-O" X T-0" DOOR DI +332 P5F/-3b.3 P5F D2 +332 P5F/-41.1 P5F W-0" X T-0" DOOR EI +31.1 P5F/-34.8 P5F ®+31.1 P5F/-38.6 P5F b'-0" X 6'-8" 5.G,D" P1 +34.2 P5F/-31.1 P5F FZ +342 P5F/-432 P5F ® End Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of mean rod height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures W a max. mean rooF height of 25ft. Values are permitted to be converted per ASCE 1-I6 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. (5ENER& STRUCTURAL NOTES • DE5167N 15 BASED ON: 1th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL PB16N SPECIFICATION FOR WOOD 6ON5TRUGTION" - LATEST EDITION. • DE516N LOAD5: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 125 FLOOR LIVE = 40 P5F (30 PSF o SLEEPING AREAS) DEAD = 10 P5F (I-JO15T5 4 SOLID SAWN) (20 P5F o TILE) LATERAL (SEE NOTES) 5EI5MIG (5EE NOTE5) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN 5TANDARD CONNECTIONS TABLE (IRC TABLE RbO2.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL 13E INSTALLED PER MANUFAGTURER'5 REQUIREMENTS FOR MAX GHARTED CAPACITY. NOTE: H6NGER5 USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING GUN MIL5• • EXT. 4 INT. BRG WALL5 SHALL BE 2x4 OLE55 NOTED OTHEFA15E ON PLAN) o 1611 O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. WALL5 OVER q' TALL SHALL BE PER PLAN • ALL HEADERS, BEAM5 4 OTHER STRWTURAL MEMBERS SHALL BE 51"RI1GE-PIPE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR B[ nFR (KILN -DRIED). ALL HEAVERS HAVE BEEN DESIGNED BASED ON GALGULATED LOADS 4 51ZED ACGORDIN61-Y. CODE TABLES HAVE NOT BEEN USED. • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD BEARING WALLS SHALL BE: (1)2x4/b FLAT o OPENING5 UP TO 4', (2)2x4/b FLAT UP TO 8'. • ALL FRAMING LUMBER 5F`,Ld.1 BE DRIED TO 15% MG (KD-15). • ENGINEERED LUMBER TC MEET OR EXCEED THE FOLLOWING: 'L5L' - Fb=2325 p••,I; Fv--310 psi; E=155x10"b p51 Ftx2600 psi; Fv=285 psi; E=2.Ox10"b psi • FOR 2 4 3 PLY 13EAM5 Cr- EQUAL WIDTH, FASTEN PLIES TOGLTHER WITH 3 ROW5 OF 3"x0.120" NAILS 0 8" O/G OR 2 ROW5Y4'x*2" LISP WOOD 5G1RDW6 (OR ?. 'z" 1RU55LOK SCREW5) o lb" O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/SGREW5 2" FROM EDGE. SOLID 3)12' OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF)1411xb" LISP WOOD 5CREH5 (OR 6 %1 n TRU55LOK SCREWS) o lb" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACE-5 (ONE 51DE ONLY FOR TRU55LOK 56REVO. LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 50LIO 1" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TU12 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TU05 REQUIRED, U.N O.. • FOR STUD POST 6ROUP5 SPECIFIED ON PLANS A5 (4), 0) OR (b), FASTEN PLY5 w/(20'x0.131" NAILS o b" O.G. OR (20'4.120" NAIL5 0 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE 50LID BLOGKINe IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FNPA3EARIN6. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x W000 PLATES TO TOP FLANGE OF STEEL BEAMS WITH P,A.F'5 ('HILTI' X-CF PINS OR EQUAL) o lb" O.G. STAGGERED, OR 1/2" VIA. BOLTS o 48" O.G. 5TAC-:6ERED. • ALL EXTERIOR 4x4 WOOD P05T5 SHALL HAVE U5P C44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS MYR U.N.0) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS P9 TOENAIL5* 50LE PLATE TO J015T/BLK'6. NAILS o 4" o,c. NAILS o 4" o.c. 5TUD TO 50LE PLATE TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o b" o,c.* BLK'G. BTWN. J0I5T5 TO TOP PL. (3 TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS o 24" ac. NAIL5 o 16' oc. DOUBLE TOP PLATE NAILS o 24 o . NAILS o 16' o.c. DOUBLE TOP PLATE LAP SPLICE g NAILS IN LAPPED AREA I) NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTING WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME SPACING OR NUMBER OF NAIL5• (ONLY ACCEPTABLE WHERE * ARE SHOWN) W FOR CODE " O; PUA T . L 1f C BOCC FILE COP seal: FEB o 4 202f G *.: N�07?4 0 STATE• cQ c6yj7igh{JMULHERN & KNLP, „ a` • ,r` 4ttudp,4 Engirleenng, Ink. M&K project number: 195-21006 projectmgr: JSB drawn by: M,J`r issue date: 02-02-2 1 REVISIONS: date: initial: Ld LLJ Z Ld UO U I Ld 0W J Z Q .-a 0, �--' O d C� D r- � QW U � a rrn-� J W �0) M [L V ! t' 1 0 U_ sheet, SOX) Nr 0 N _u O 381-0 ri :o • m • MASONRY LINTEL A55EMBL I E5 SEE SGHEDULE AND SPECIFICATIONS FOR AWL INFO GRn. JT BOTTOM REINF.. PRECAST LINTEL w/ k6' £hBEDDED PRECAST LINTEL w/ k6' EMBEDDED REINF. REINF. MB-1 MB-2 m� m� TOP REINF. TOP REIN. VERTICAL &ROUT SHEAR TIES BOTTOM REIN. PRECAST LINTEL N/ E BEDDED �, 0 OM REINR PRECAST LINTEL N/ EMEIEEDDED REIN. REIN. NNQI€ THIS A55ENl..Y REQ. 5HW, MB-3/ MB-3A MB-4/ MB-4A REINORGE ENT TIGi. SEE SGHOL. MB-*A LIN1A5, LINTEL5 DESIGNATED WITH AN MB W4A SHALL BE C.ON5TRUGTED THE SAME AS MB-3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4' TO V-2' BY FIELD GUTTING THE TOP OF THE PRECAST LINTEL DONW 2". ALL OTHER SPEGIFIGATION5 SHALL REMAIN THE SAME. BOND BEAM REIN SHALL RUN GONT THRU TOP LINTEL. COURSE. GENERAL STRUCTURAL. NOTES � � EOUNDATIL�N *. NO 77 24 ; STAATE OF • DESIGN 15 BASED ON 7th EDITION (202CJ' FLORIDA BUILDING GORE. O •, � • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A ss;S/ MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE Iftid&AIVII)h 9 i•c. - FOUNDATION DESIGNS ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 z ARE STILL ADEQUATE. J • FASTEN SILL PLATES TO FOUNDATION 4NALLS WITH 1/2" DIA. = Z CD ANCHOR BOLTS 0 4'4' o.G. W 7" MIN. (EMBEDMENT INTO CONG. OR V co U5P FA3-TZ (GONG FND) / 5T2-TZ (GM) FND) 5TRAP5 w/5PACING 3• W a PER MANUF. PROVIDE A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE FND DETAILS). g • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT iV CONCRETE c~� d a OR. MA,50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED � 1- SOUTHERN PINE #2. W L TT a • BUILDER TO VERIFY CORR0510N-RE515TANCE COMPATIBILITY OF HARDWARE t FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED F— WOOD. CONTACT LUMBER d HARDWARE SUPPLIERS TO GOORD. = e r • GONGRETE DE516N BASED ON AGI 318..ONGRE I SHALL ATTAIN w m 9 s r , THE FOLLOWING MINIMUM GOMPRE551VE 5TRE-N6TH5 IN 28 DAYS, W s N • ry WINDOW/DOOR OPENING DIMENSIONS . �+ ARE NOMINAL. BUILDER TO VERIFY ALL OPENING SIZES AND COORDINATE ROUGH OPENING5. N N It • GMU BLOCK FOUNDATION PLAN \\ // 5GALE: I/ SCALE I/ CI u V=I'-0" (22"x34" SHEET SIZE) R-. MASONRY LINTEL DETAILS REU�ORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINORGDI NT M3-1 bF8.OB✓OT — M6-2 8P8-IB/OT p) x5 M" 8FI8-IB/1T (U a5 N t5 MB-4 BFI6 2B/IT p1 g (� p5 #3 VERTICAL TIES 0 4'ox,. N/ 180 DEGREE HOOK TIB APPROVED LINTEL MANJFALTURER5 ARE: CA5T-GRETE e QUALITY PRECAST CO. 1. ALL LINTEL5 wl SPANS 6REATER THAN I4'-0' SHALL BE PRE5TREf�. 2. SHORE FILLED LINTEL5 AS REGIURIED. S. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 400 NOT GUT OR MODIFY PREBTRE55M LINTELS. 5. ALL REINFORCEMENT SHALL 13E 6RADE 60, fy=80 ksi b. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516K U.ND.t m n f'G = 2,500 Psl:....... FOOTINGS 2,500 Psi:....... SLABS ON G-RB DE (INTERIOR E EXTERIOR) - Py = 60,000 Psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LESS IV THAN 5% OR MORE THAN 7% AIR ENTR/\INMENT. • ALL FOOTINGS 544ALL BEAR AT LEAST 12" BELOW FIN15H GRADE. MR project number: • FOOTING5 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN SOIL OR 195-21006 q5% COMPACTED FILL. • PROVIDE CONTROL .IOINT5 AT ALL IN51DE CORNERS OF SLAB project mgr: JSB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY drawn by: MJT TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15'-0" MAX) issue date: 02.02-2 1 • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 40 BAR DIA, REVISIONS: date: initial: • HOOKS SHALL BE PROVIDED AT 015CONTINLIOU5 END OF REINF. • GROUT SHALL BE A5TM G476 F'c=3000 P51 W MAX %' AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE ASTM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI), ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE5167N BASED ON ACI 550/530.1 • REINFORCED GMU CORES (Aa INDIGATIf D ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR. VERTICAL. BAR SHALL o EXTEND INTO BOND BEAM Ai TOP 1,4AALL AND 514ALL ALIGN WITH FOOTING DOWEL BELOVI. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL • GROUT 50LID ALL REINFORCED GMU GE3-L5 AND BOND BEAMS �M • ALL BOND BEAMS ARE TO BE GONTINRX5 FULL LENGTH OF WALL Ld • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL " MASONRY OPENINGS AND AT ALL WALI. CORNERS. • VERTICAL REINFORGEMEN7 SHALL BE HELD IN PLACE AT THE TOP I.L.1 AND BOTTOM, SHALL BE LOCATED IN T-E CENTER OF THE MASONRY 0 CELL, AND SHALL BE LOCATED AT A MAXIMUM OF V-O" O.G. IN EXTERIOR WALL5. (A5 SHOWN ON PLAR5) • ROUGH OPENIN65 ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDER TO REVIEN d VER FY ALL BLOCK PLAN Z DIMENSIONS PRIOR TO GON5TRUGTION. yMxw _r; CODE- € -IOMV "LIANC t2 2 ST. LUCIE COUNTY U - BOCC 0 �z oL w .o z 0 �- Q 0) FILE COPY z LL M Lb 0 > J U. d U I W °" 0 r— J W mW0 M O [.L. sheet RIGHT HAND S 1 1 B 0 �r 0 i L o 24" O.G. ROOF FR MIN6 PLAN 5CALE: I/8"=I'-O" L II I I I JI l 11 1 .. i. II► ► 1' : II •r.. -II I• •I�I VADW .. � '• �f• Ii :.�•i I:.�r .°.: ^., A°lu., f • ♦. L ./urn Ii• 1. -. • Id rs .I �I\In 11� l;: _•. CONNECTION SPECIFICATIONS (T'!F. U.N.OJ GONNEGTION TYPE CONNECTOR UPLIFT GAP. FA5TENIN6 TRU55 TO VEIL TOP PLATE OR BM. U5P RTlbA 8 (v z'XO.148' TO TRU55, (8) 3'X0.I48' TO PLATE 6IRDEt2 TR, TO P05T (SPAN S209 P 1iTW20 II4 (20) V"XO.148" 61RDER TR. TO P05T (5PAN >20' 2 U5P 14TW20 2290 20 "X0.148" FLUSH BM. TO P05T U5P HTW2 _ II 20 3'XO.I48' VALLEY TRU% TO BASE TRU55 U5P MTH12 _ 820 I X . 8 - U5P MTW _I2 820# 772 X5.48 a'T6Ty2WTlr T T U5P RTl ROOF TRU55 TO GMU U5P HTAIb 1810 ROOF 6!RDER TR. OR ROOF FLUSH BM. TO GMU U51? HTAlb I810f HOLD-DOAN SCHEDULE SYMBOL I SPECIFICATION ® HD -I U5P HTT45 4OL DOWN• FA5TEN BUILT-UP P05T5 5UPPORTIN6 ROOF G.T. TO GNN WALL W (1) U5P 5T-1 M5TGM40 STRAP wi' (14) Ya° DIA x 2Y481 LONG TAPGON5 INTO GMU. WE QNE 5TRAP TOTAL PER BUILT-UP P05T, U.N.0) *ALTERNATIVE TO 5TBIb ANCHOR BOLT SPEGIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P 5PEGIFIGATION FOR ANGHOR DIAMETER). EPDXY-5ET INTO CONGRETE FOUNDATION W U5P GIA-6EL. -1000 EPDXY 5Y5TEM PER MANOR RECOMMENDATIONS. PROVIDE 4" MIN. EMBEDMENT INTO GONGRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN I %-, OF FADE ON GONGRETE FOUNDATION WALL LE6END • ® INTERIOR BEARING WALL • • �___= BEARING WALL ABOVE • - • • - BEAM! HEADER •T'T:'t EXTEN"f OF OVERFRAMIN6 • JL METAL HANGER • r v INDICATES SHEARWALL • ® INDICATES HOLDOWN REFER TO 50.0 FOR TYPICAL 511RUCiURAL NOTES 4 5.e.HEDULES seal• FEB 0 -20 J .; .,�\CENs .'YG No 7 824 % i ' e STATE pF N '4 �OF•• ORt9.P \�� � ILL ' $Irura}Edginn�ng Inc. CLZ J w w _Z C7 Z W a J � Q .a � E U � Q g � C N � a _� mE Q Q LU J� m� = O g C9 5y m`C9 LU N M&K project number: 195-21006 projectmgr: JSB drawn by: MJT issue date: 02-02-21 REVISIONS: date: initial: w LLJ F a Z Ld UrrO d) T CL 2 U 0 CO J Lli z 0 < ® LL0 LO b T ti T� Lill z �/ `Q it Nj U k� .J-I M W 1_L vJ M 0 U. sheet: RIGHT" HAND S.OI 0 _1 N u O —1 4li' MAX. / t HEEL HT. 8" GMU BOND BEAM YV (1) #5 CONT. 8" REINF. CMU WALL- -SEE PLAN FOR VERT. d HORZ. REINF. SPECS PROVIDE 50LID SHIM BETKN TRUSS 6 CONNECTOR IF TRU55 LOCATED LE55 THAN 1)4' FROM CONNECTOR WHERE TR155 15 GREATER THAN %" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL F. SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE MOISTURE BARRIER PLATE 05P NOPI OR SIM) EACH TR1155. TYPICAL SHEAR C)_TRANSFER DETAIL @ ROOF 2x4 CATS 0 Ib"OL. — FASTENED TO GABLE END TRUSS W/ (2)3")(0.131" TOENAILS. &ABLE END VERTICAL INEB REINFORGING AS REGI RIED BY TR1155 MANUF. U5P H6AMIO CLIP 0 36'oz. EXTERIOR 5HEATHIN6 EDGE NAILING - 2 )2"x0.131 NAILS 0 6"o c. PROVIDE M015TURE BARRIER PLATE BELOW WOOD MEMBERS ON CNU 0512 NOPI OR SIM) 8° GMU BOND BEAM W/ (1) #5 BAR GONT. 8' REINF. GMJ' -SEE PLAN FOR T. E HORZ. REINF. SPECS seal: FEB FASTEN SHEATHING TO 2x4 2x4 BLOCKING w/ (3)3 BLOCKING w/ 2 %NxO.113" i4'x0.131" TOENAILS +�t�,S } G RING SHANK NAILS 0 6'o-a, EACH END ... .. - x x :• No 77824 ;. # 2'-0" MIN .0� ST TE OF �" uj , ROOF 511T6 (4) 3 �.'• < P o V SHALL BE I/4'k0.131 ,MULA[P e GONT. 24° MIN NAILS ������ © copyright np; NWIQ 0 ONTO ROOF Structural Engineering, Inc. —A��II II 2x4 BRACE W/2x4 T-BRACE, SPACED 0 4'-0" O.G. MAX. FASTEN 2x4 TO T' W/ 3 Ya°xO.131" NAILS 0 12" O.G. -VERT WALL REINF. TO EXTEND INTO BOND BEAM TYPICAL SHEAR TRANSFER DETA 90" 014'r1'•O' NOTES: ^■ BOND-BEAM—i 1. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MA50NRY W/ 0) ROW OF %'x4" TAPGONS b' FROM ENDS AND lb" OC. MAX, TAPCONS TO BE IA" MIN. FROM EDGE OF BUCK, 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. PRECAST STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN TH15 HEADER CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS STAGGERED 0 12' O.G. 0 EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFAGnRER AND PLAN REGKAREhENTS (FASTENING) ARE NET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X B.JGK W/ (2) ROWS OF 2A'xO.I31" NAILS 0 16' O.G. FASTEN WINDOW TO 2X PER WINDOW BUCK SPECIFIED MANUFAGTURERS 5PEG5. BY WINVOYOOOR 6. FASTENING SPECIFICATIONS ARE MINIMUMS. ANY FASTENING REQUIREMENTS MANJFAGTURER PROVIDED BY THE MANJFACTURER WHICH ARE GREATER THAN THOSE SPECIFIED SHALL SUPERSEDE THOSE OF NOTES 1-5. DOOR BUCK DETAIL A L PROVIDE 2x4 BLOCKING 0 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-G1T TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS - FASTEN DRYWALI_ TO BLOGKING W/SGREWS /NAILS 0 6" OC. 2xbxl2" P.T. CENTER BUCK ,0i ••r3 • V VIA. J-BOLT' (SEE BELOW) - 2X4 P.T. TOP BUCK • 2X8 P.T. BUGK EACH SIDE OF OPENING PROVIDE (5)Ys° VIA. J-BOLT# W/ 5)�° • EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (I)AN x 34, N THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8' MAX ABV. CURB REST EGJJALLY SPACED APPROXIMATELY 24" 0.0 * PROVIDE)' DIA. x 8" LONG U5P SGREWBOLT OR APPROVED EQUAL IN PLACE OF J-BOLT IF MISSED DURING CONSTRCTION 0) #5 IN BOND BEAM r—F=-- ---— — -- — — — --- I > I 0) #5 BAR IN PRECAST LINTEL (2) #55 VERTICAL IN GROUT FILLED CELL. IN WALLS 6R,F.ftTER THAN 30" > WIDE, ONLY 0) #5 15 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF READ PER PLAN) ENTIRE GOLUMN TO BE 6ROUT FILLED PROVIDE # OF DOYELS 0 SLAB TO FIN. FL. MATCH VERT. BARS W/ 30' MIN LAP SPLICE NOTE: ALL HOOKS AND SPLICES TO BE GONSTRUGTED AND SIZED PER NOTES &ARAISE DOOR VERT. REINFORZIN6 DETAIL lGA11: Niffi SEE DETAIL I FOR ADDITIONAL CONNECTION INFO NOT SHOMN HERE -FASTEN EA. ROOF TRU55 TO GM W/ USP HTWM16 TWIST STRAP. FASTEN STRAP TO GMU W/ (4)A4' VIA, x 2Y4" LONG P01062BOLT SGREWS PROVIDE M015TURE BARRIER PLATE WER NOPI OR SIM) EACH TR1155. PROV112E 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES 0 EVERY OTHER BAY FASTENED TO GMU W/ (5) Y4' VIA. x 3)2' LONG TAPCAN5. FASTEN BLOCKING TO ROOF TRU55E5 W/ (2) 3Y4"xO.13l" NAILS 0 EA. END. RETROFIT DETAIL J sc� e/4'rl'•0°BrwVA a4'•I'-0° MITRE PRECAST GONORETE LINTELS TO SHARE BEARING ON OWN GNU GOL". E PER 2020 FBG, TTH ED. R103.1.2.1: J w SOFFITS AND THEIR ATTACHMENTS "' N SHALL BE CAPABLE OF RE515TIN6 WIND �M/ rn LOADS SPECIFIED IN TABLES R3012(2) i W AND R3012(3) FOR WALLS u51NG AN 1 to EFFECTIVE WIND AREA OF 10 SQUARE 1 FEET. °C d�yyee � W 2 COORDINATE SOFFIT OVERHANGS WITH J 1B ARCH AND TRU55 MANUF. PRANIN65 Nil .Jz F =W Rii3 0?o BLOWN INSULATION vs m PER ARGi FIBER6LA% SHINGLES r�1 OR TILE ROOF PER ARCH APA RASTRLIGPED SHEATHING -SEE NOTES 2x FA5G1A W COIL HW -PER ARCH VENTILATED VINYL SOFFIT I EFER TO 5DL0 FOR DD'L STRUGT. FORMAL -ION CEILING BOARD -PER ARCH INSULATION PER ARCH -5EE ENERGY GALGS 8" CMu BLOCK 1/2" DRYWALL -PER ARCH �• �0, REFER To FOWDATION MAILS 01.0; 4 PLAN 1 —I 11.-1I' I - MONOLITHIC FOUNDATION COMPACTED I,-0, W/ (2) #5 WRIZ. l.,ONT. ON FILL 0 95R, MIN. CHAIRS (3" MIN. COVER) STANDARD DENSITY 71YPICAL I -STORY WALL SECTION B N.T.S. OOim: MI. T. LUCI COUNTY BOCC GROUT LINTEL ASSEMBLY 50LID —� number -2 006 ,J S B drawn by:N1UT rSIONS: 02-02-21 _initial: HE' MAX HT. / V HEEL HT. M�2 PRECAST LINTEL -5EE PLAN REINF. GROUTED — 8"x8' GOLUMN W/ (1) #5 BAR (1) #5 BENT DOWEL — 25' MIN. LAP SFLKING* W/ STANDARD HOOK CONNECT ENDS OF MITRED MA50NRY LINTELS W/ (1) #5 BENT DOWEL n PORCH CMU CORNER COLUMN DETAIL CONNEGT END OF MASONRY LINTEL TO TOP OF PIER/ WALL W/ N #5 BENT DOWEL W/ STANDARD HOOK REINF, MASONRY LINTEL/ BEAM - SEE PLAN FOR SPECIFICATIONS. BOND BEAM W/ GONT. (1) #5 REBAR �Lpf CONNECT ENDS OF MITRED MA50NRY LINTELS W/ (1) #5 BENT DOYEL • INTERSECTING MB-2 LINTEL -ANGLE GUT A5 SHONW ON PLAN VIEW I� CL w 0- 2 U WL f O j W z T ® �- �- O uJ > _J V Lr Lit a 4 L U (X �-. J w uj 0 (� sheet: S®1 r//�� N - o N _i i O � m seal: m 11 all Cm BLOCK TYP 51_65 ON 6MM: 3 1/2" GONG. 5LAB wl bxb (1) #5 FROM FT6. WIAAA WWP (OR FIBER ME5H TO Bova BEAM. ILO WYJF) ON 6 MIL VAPOR SPLICE TO BE MIN. 30" 6ROLT CELL BARRIER ON 4" MIN. 50LID GRANULAR FILL ON 15% GOMPAGTED FILL/VIR61N 501L � d ill 1 1 1=1 g GRADE III=L III=111 � III III —III III ." III —III III III III [TI=1 T I IT_I=1 I f I11=III 1II T�III—III 4 —11 I T 11 "' _III-1 11 7m, 11=1T—I 11TI I -' I r=Rl III=1 I I I T II 1=I -II1-1 C,I.EAN " —111". 1 MONOLITHIC, FOUNDATION COMPACTED W/ (2) #5 HORIZ. CONT. ON FILL O 95% MIN. CHAIRS 0' MIN. COVER) STANDARD DEN511Y WHERE 2ND STORY OGGIIRS FTC. SHALL BE I'-4' WIDE w/ (2) #5 BARS 0 POOTIN& SECTION W✓ BLOCK DETAIL w," NT8 GARAGE INTERIOR HOUSE INTERIOR TYP. SILL PLATE -SEE DTL I/FDI.O 6ARA6E SLAB -SEE DTL I/FDID I SLAB ON GRADE -5EE DTL I/PDLO >� a °4 44 _ LIIIdII IIII1-;111= PLAIN CONG. THICKENED MONOLITHIC FOUNDATION W/ SLAB (2) #5 HORIZ. CONT. ON 12'W (SEE PLAN FOR SIZE) GHAIR5 0" MIN. GOER) MIN. CENTER FT6. ON WALL ABOVE TYPICAL THICKENED SLAB INTERIOR 6ARA(SE WALL SCALE: WICK BLOCK 0) #5 FROM FTC. TO BOND BEAM. SPLICE TO BE MIN. 301, GROUT CELL SOLID W CONCRETE LE06E CAN BE REPLACED BY GMU BOTTOM COU25E GUT TO SLOPE OF GARAGE SLAB TYP. GARAGE SLAB: 4" GONG. SLAB ON 4" MIN. 6RANULAR FILL ON 15% COMPACTED rtK FILL/VIR61N 501L I/FDLO d III=11—� I —III III (6111 —I1 �(�1I I_I—III I I_II i 11 I IIII r0-'-�hTII GLEAN) MONOLITHIC FOUNDATION COMPACTED ' W/ (2) #5 HORIZ. CONT. ON p-0 FILL ® 515% MIN. CHAIRS (V MIN. COVER) STANDARD DENSITY WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4' WIDE w/ (2) #5 BAR5 V'A RA6ECURB DETAIL ,+,� - INTERIOR BEARING WALL/SHEAR WALL 2x P.T. BOTTOM PLATE w/ HILTI X-GF -12 Pb SLAB ON GRADE PINS OR EQUAL ® W -SEE FND. PLAN o c. e n .. d _I11,;,111 III MONOLITHIC FOUNDATION W/ PLAIN GONG. THICKENED (2) #5 HORIZ. CONT. ON 12'W 5LAB CHAIRS (3' MIN. GOVER) I MIN. (5EE PLAN FOR 51ZE) TYPICAL THICKENED SLAB ® INTERIOR BEARING WALL �9 SCALE: N.T.S. LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH15 HOME I. 5HALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHERE 5PEGIFIGALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. 8" CMU BLOCK TYP. 5LA13 ON GRADE: 0) #5 FROM FTC. TO BOND 3 1/2" GONG. 5LAB wl bxb BEAM. 5PLICE TO BE MIN. WIAAA WWF (OR FIBER ME5H 30" GROUT CELL SOLID ILO WWF) ON b MIL VAPOR TYP. PORCH 5LA13: BARRIER ON 4" MIN. 4" CONC. 5LA13 ON 4' MIN. 6RANULAR FILL ON 95% GRANULAR FILL ON 951% GOMPAGTED FILLIVIRC71N 501L COMPACTED FILL/VIR6IN SOIL 29 I III=III=III I1 1I1Mr=11f EXP 1 I d' —j1I I I —I I I — I I I�I I �jLj�111�1 JOINT I C I —I � I e I I—III—j' III -I I T�'T�2 I TTI-ITT —n l=�—III—I IL'�MONOLITHIC FOUNDATION -III 111—lll=Ll GLEAN —III—III-T- " IN/ (2) #5 HORIZ. CONT. ON COMPACTED 1-0 I-0, CHAIRS 0' MIN. COVER) FILL o `PAS STANDARD DEN5ITY WHERE 210 STORY OGGUR5 FT6. SHALL BE I'-4' WIDE w/ (2) #5 SAFS EXTERIOR WALL ® PORCH SLAB DETAIL 3 _ aeru.. via TYP. EXT. WALL BEYOND -SEE DTL 2/FDI.O 7-) T_ GARAGE 5LAB 1 II -SEE OTL 2/FDI.O �IC GRADE I I I L I I I I I —III —I F N gs 11=III- LIT,,, 12 WIDE GONG. TRENCH FOOTING d d. REINFORCEMENT -SEE DTL I/FDIA MIN. TYPICAL SLAB ON GRADE PERIMETER FOOT I N6 @ GARAGE ENTRY 6 SCALE: GUT EVERY OTHER V DEEP SAW GOT CONTROL JOINT WITHIN WIRE OF W.W.F. ® 24 HOUR5 OF POUR MID -WAY INTO SLAB CONTROL JOINT -LOCATE JOINTS Is SLAB CORNERS E OTHER AREAS WHERE CRACKS ARE LIKELY TO OGGUR 15' MAX BETWEEN SAWGUTS SLAB ON GRADE -SEE FND. PLAN A r r r r vr-4. , SCALE: 5/8"=I'-F JOINT LOCATE ®10' TO IS' oz. OR CORNERS WHERE CRACKS LIKELY TO DEVELOP COD=Cr 5ST' c COU"Ty GROUT LINTEL BOCC A55EME LY SOLID BOND BEAM w/ CONT. (1) #5 REBAR PRECAST LINTEL - -5ff PLAN CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24' LESS 0) #5 FROM FTC, TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL SOLID G. ���� � • � ENS /� �i1 <. N 77824 Off. � � , *-. R 1 D - Nam "' SS�O • Al ENS © copyright AlAR8kb0, ' Stru °'> Aural Engineering, Inc. a. Lv z cz z W d J Q d Zp Cr �E WTI i . m E m J iz ¢A y m rtA W m u� C N In M&Kproject n�mber: i 95-2 1 006 project mgr: J S B drawn by: M.JT issuedate: 2-02-2 - 1 REVISIONS: date: initial: Lu ;w 0. z2 LU 0 Q.. VINYL SOFFIT (AS U G4405EN BY BUILDER) 0 5HALL MEET R103.11.1 -INSTALL PER MANUR -- SPECIFICATIONS < k - GMI CO ILE COPY uJ ui p) #5 BAR ^ u TYP. PORCH SLAB 3/FDIA z 0 SLOPE PER PLAN U IC,: � III —III I II 111 = 0 LL �I I g. •� �1TfTT=T I�III�TTI I12 LIP< GLEAN COMPACTED FILL o� I-0' CIA STANDARD DENSITY MIN. TYPICAL. PORCH COLUMN CONNECTION DETAIL 5GALE: NONE - Z d U -MONOLITHIC wJ W FOUNDATION W/ r lHORIZ. R W 0- GMT. ON ® CO C44C3' MIN. 1-- 0 I.L. sheet SLAB ON GRADE .I