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HomeMy WebLinkAboutBuilding Plans3811449 (1402 BLK) GROUP 2 COVER SHEET GRP2 SHEET LIST B Sheet Number Sheet Name GRP2 0.2 SLAB PENETRATIONS ELEV 'B' GRP2 0.4 PLUMBING & ISOMETRICS PLAN ELEV 'B' GRP2 1.0 PRODUCT APPROVAL GRP2 1.2 FLOOR PLANS 'B' GRP2 2.3 ELEVATIONS 'B' GRP2 2.4 ELEVATIONS 'B' 5-12 GRP2 3.3 ROOF PLAN 'B' GRP2 3.4 ROOF PLAN 'B' 5-12 GRP2 4.0 WATER INTRUSION DETAILS GRP2 4.OA EXTERIOR TRIM DETAILS GRP2 4.3 SECTIONS ELEV 'B' GRP2 4.4 SECTIONS ELEV 'B' 5-12 GRP2 5.1 INTERIOR ELEVATIONS GRP2 5.2 OPTIONAL COVERED PATIO GRP2 6.2 ELECTRICAL & FLOORING ELEV 'B' STRUCTURAL DESIGN PAGES FOLLOW VOLUME SCHEDULE Name Volume CF 1ST FLOOR 10742.8 Grand total 10742.8 GRP2 - ELEV 'B' - AREA Name Area HEATED 1ST FLOORI 1449 SF 1449 SF UNHEATED GARAGE 418 SF OPT COV PATIO 100 SF PORCH 84 SF 602 SF UNDER ROOF 2051 SF GRP2 - ELEV 'B' (STUD) - AREA Name I Area 1ST FLOORI 1346 SF 1346 SF REVISION LOG REV. DESCRIPTION DRAWN BY DATE 2.00 ADDED 5:12 ROOF OPTION; REMOVED CEILING FANS IN SECONDARY BEDROOMS; REMOVED 1/2 HOT OUTLETS JAH 10/28/19 2.01 REVISED FLOOR BREAKS ON FIRST FLOOR TO SHOW CARPET IN BEDROOMS ONLY. ADDED WINDOW TRIM TO SIDE ELEVATIONS WITH 5:12 ROOF OPTION FOR CITY OF PALM COAST JHM 01/02/20 2.02 REPLACED RANGE HOOD WITH MICROWAVE JHM 03/06/20 INSULATION VALUES COMPONENT VALUE SLAB R-0 WINDOWS u-0.35 SHGC-0.27 WALL - WOOD FRAME R-13 WALL - CMU/RADIANT BARRIER R-6 ATTIC R402.2.1 R-30 R-VALUES ARE MINIMUMS u-VALUES ARE MAXIMUMS v co vi w 3T-1 1 /2" z 19'-11 1/2" 3'-0" 14'-2" 0 M i I SLAB CUTOUT FOR I SGD THRESHOLD j I SEE DETAIL ON I I I ! SHEET GRP2 0 I I I ! I ! II II v 1 I U ! II oLF I I I 4" 2'-8 3/4" 2'-7" 2'-6" 81-101/4" 12'-1 3/ " 6'-31/2" ( � C? - i °� '� FD L_' _ I(WATER I I I � I I HEATER �14j I �1 � $�1 � n r- — — — — — —: -- — WATER HEATER DRAIN j o, ELECTRIC RRNGE N4 L:...::..I AIR HANDLER DRAIN AC j FRIG. jj -'i1 I HOOKUPS 111 11 l ---------------- I FrY r o— 20'-2.1/2" 1 1 16-11" 1 I II I II CUT CONTROL JOINTS ! i II AT INTERVALS TxT I _ IN BOTH DIRECTIONS I I c i ! L _ `v) d n In_ 7-4 2'-1" 16'-3" 4'-0" 12'-3" 37'-1112" 1'-11/2" SLAB PENETRATIONS ELEV F 114" : V-0" AT 22" X 34" LAYOUT 118" : V-0" AT I I" X 17" LAYOUT U N Lu O 0 LU w z O O w O z 0 w LU o w O VTT/ 1 z Q O w V N O ^Q I..L N H o W W Q 2 a J 06 OCT 26 2020 z .. E *; No 7 24 p S A E OF : �4(1 ,pis'•• < O R 1 �.p'�\% S 64y4 1'�NA' ,,�a III��III�II,I CENT-URY MORE HOME LESS MONE) 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 — 9007) z O 1-- _ m Q C= 0� W � L �- � co V J o > m W. 11 r N O co _� o O z � Cco. CLL W 00 0 o o - ¢ T- ti ILL PLAN # / ORIENTATION: 1402 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3811449 LA�ST REVISION � 161,A 02 a� Q SHEET# GG� GRP2 0,2 v *%low Y MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 .�J I®_ IL/) Ifs, I II-- ILLJ +c— C) ton cia 1C� s� 1�] /CEW 1� �c 0 70 >r mLC r- �a (D Cr ® 0 LL co z U) a C ® [� 1 N `u cu d Q a 0�0 ° a c - U Q Ll PLAN # / ORIENTATION; 1402 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP2 0A Wade lurney How Product Approval/ NOA Index Sheet JoAd:I as 202D Component Model/Series Product Approval Design Impact Resist. Attachment method Approval If Date Pressures Roof TAMKOBIdg.Products,lnc. AsphaltShi gles Roofing 3TabGlassSealElte FL183551 12/12/2011 N/A Standard Fastening Pattern. (For use on decks with slopes 2 in, per foot to 21 in. per foot.I One fastener l in. back from each end and one 12 in. back from each end of the shingle for a total of 4 fasteners. Covering Interwrap Underlayment's Roofing RhinoroofU20 FL15216:1 12/12/2017 N/A For slopes from 4:12 and higher Rhinol U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4' and Vertical la sshouldbe6"andanchoreda approximately 1"in from theed e.Forlowslo a (less applications Itisrecommendedto P pP V 8 P ( ) overlap 50% plus I'The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofiingRhinoRoofU20can beanchored with corrosive resistant 3/8"head xI'leg roofing nails (ring shank preferred, smooth leg acceptable). Thermadru fiberglass Swing door Flberglass6•Panel FL15225.5 9/21J2018 61 81 Yes Jamb, Head, and Threshold Fasteners forthis unit include #10 Wood Screws or 1/4 Tapcons. A Physical Shim must be placed in ShimSpace ateach anchor location. Tapoon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3/4", notto exceed 6" D.C. Doors Wayne Dalton Overhead Double Door Series9100 FL9174.6 1 2/13/2018 39.2 43.7 Yes Attachdoor bracketto jambw/5/16" x 15/8" lagscrews notto exceed 24" O.C. DoorJambto be minimum tx6 structuralgrade lumber. Vinalor wood door stop nailed at maximun of 6" O.C. must overlap top and both ends of panels min 7/16" tip meet negative pressures. PlyGemWindows Sliding Glass d000r Door Series4780 FL146341 10/17/2017 50 60 No FOR INSTALLATION THROUGH 1XBUCK T000NCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY,USE 1/4INCH ELCOTAPCONSOF SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT PI Gem Windows V Vinyl V Window Series FL16104.1 12/27/2017 55 55 No 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 l' min. (local code may dictate) Min, Corrosion -Resistant Nail Size 3/8' Minimum Head diameter Min, Corroslon-Resistant Screw Size 88 or larger Pan Head Windows PlyGemWndows Vinyl Window Series FL16103.1 12/27/2017 50 d0 No 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 l" min (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8' Minimum Head diameter Min. Corrosion -Resistant Screw Size N8 or larger Pan Head Ply Gem Windows Vinyl Integral Mull (TAn&Triple) Window Series1500 FL16100,2 10/17/2017 50 50 No Nail fin Hales to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Corners 4' df nearest hole Bldg Framing Penetration )' min. (local code may dictate) Min. Corrosion-Resistarit Nall Size 3/8' Minimum Head diameter Min. Corrdii@n-Resistant Screw Size #8 or Larger Pan Head Ply Gem Siding Mastic Vinyl Siding Mastic Eclipse4,5' Dutch lap F1.23885,1 12/12/2017 73.6 -73.6 Yes Allow a min. of 1/32" betwe en the back of the nail head, screw or staple crown a nd the na !ling strip. Nails orstaplesshaUldbeplaced approx. 12"to 16"apart. Leave a min. of 1/4" clearance at all openings and stops to allow for normal expansion and contraction. Panolbshould beoverlapper-d approx,1'. Fasten panels approx. 8" or more from the overlap seam. Siding Ply Gem Siding Mastic Vinyl Siding Board and Batten Vertical Vinyl Siding FL23885.1 12/12/2011 966 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, 7" horizontal nail spacing. 8. Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake FL23885,1 12/12/2017 49.4 -49.4 Yes Nails are galvanized steel roofing nails, l-1/2"king, with 1/8"diameter shanks, and 3/8"dia. Heads, 18' (shake) vertical nail spacing. 8' horizontal nail spacing. Shutter Hurricane Storm Panel MFGINC. 24Gauge Galvanized Steel Storm Panel FL16293.1 11/2J2017 20 •20 Yes 1/4" diameter screw shall have a minimum embedment depth of 11/2" and have a spadnifof 12" o.c. Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) FL23352.1 12/12/2011 132.8 087 N/A Nails are galvanizedste�hnli nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8"dia.Heads -Or-Staples with 1"long legs X1/16"(16GA) Dia. in each nail hem. Soffit Aluminum Coils, Inc. Aluminum Soffit F1121941 12/15/2017 80 oC No 12" T-4 J 16" 0-4 Aluminum HTSoffit. Channel atthe wall3/4" z 1/4" crown staple in a diamond pattern at 24" O.C. Soffit side 3/4" x 1/4" crown staple at8"O,C. Facia cap 13/4"z0721/4"head trim nail at48"OIL United Steel Production Cc Wood Connectors HD28-21F F117232,3 12/21/2017 (14)0.162'x3.1/2" Long (16d) Nails into Header; (6)0.148"x3"Long (10d)Nails Into Joist United Steel Production Cc Wood Connectors HD0210-21F FL17241.8 8/14/2018 (14) 0.162" z3-1/2'long (16tl) Nails into Header, (6) 0.148' z3" long(10d) Nails Into Joist United Steel Production Cc Wood Connectors MSTA48 FL17244,17 10/17/2019 (26)0,148"a2.1/2"Long Nails United Steel Production Cc Wood Connectors RT16A FL17236.11 2/13/2018 (9)0.148"x1.1/2" Long (10d) Nails into truss/rafter;(810.148"x3"Long (10d)Nails Into Plate United Steel Production Cc Wood Connectors MTW16 FL17244.7 10/17/2019 (14)0.148"x3'Long Nails or(14)0.148'x1-1/2"Long Nails United Steel Production Cc Wood Connectors Ml FL17244,7 10/17/2019 (14)0.148"z3"Long Nails or(14)0.148"x1-1/2"Long Nails United Steel Production Co Wood Connectors HTT45 FL17324.2 8/13/2017 Install Directly to Framing with 10dCommon or16dz2-1/2"Pnuematic United Steel Production Cc Wood Connectors MSTC40 FL1724417 10/17/2019 (52) 0.148" z3" Long Nails Minimum United Steel Production Cc Wood Connectors MSE66 FL17244.27 10/17/2019 (72) 0.148" x3" Long Nails Minimum United Steel Production Cc Wood Connectors STAD14 FL17249 12/21/2017 (38)0,148"z3-1/4"Long Nails Structural Components United Steel Production Cc Wood Connectors ADTT-T2 FL17324.1 12/21/2017 WS8-EXTwood screw or 3/8" HDG lag screw United Steel Production Cc Wood Connectors MPAI FL17244,23 10/17/2019 (12)0.131"x1•1/2"Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236.10 2/13/2018 (5) 0,131" z 1-1/2" long Nails into truss/rafter, (5) 0,131" x 2-1/2"Long Nails into Plate United Steel Production Cc Wood Connectors RT7AT FL20872.1 12/12/2011 (5) 0.131" x 1-1/2" Long Nails intotruss/rafter; (5) 0,131" z 1•1/2"Long Nails into Plate United Steel Production Cc Wood Connectors RT7A FL17236,10 2/13/2018 (5)0.131"x2-1/2'Long Nails into truss/rafter;(5)0.131"x2.1/2"Long Nails into Plate United Steel Production Cc Wood Connectors C44 FL17239.1 10/11/2016 (6)0.162"z3-1/2" Long Nails into Beam; (6)0.162"x3.1/2"Long Nails into Post United Steel Production Cc Wood Connectors CBE44 F122052,1 8/13/2018 (12)0.162"z3-1/2"Long Nails into post United Steel Production Cc Wood Connectors FA4 FL17249.1 12/21/2017 (3) 0.148" z 1-1/2" Long Nails into side of sill plate; (3) 0,148" x 1.1/2" tong Nails into top of sill plate United Steel Production Cc Wood Connectors RS14-100 FL17244,28 10/14/2019 Installed directly toFraming, (36) Min. 10dx1-1/2'with 10dCommon orl6dSinker. United Steel Production Cc Wood Connectors KST272 F117244,14 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)1J4"x1-3/4"PowersWedge bolt toCMU.(8)Min. 0.148"x3-1/2"long Nails to truss/rafter. United Steel Production Cc Wood Anchor HTA16 FL17680.4 12/12/2017 Provide 4' Embedment into CM and fasten to wood component using(9) 0.148' x 1 Y" Nails United Steel Production Cc Wood Anchor HGAM10 F117699,1 12/12/2017 Provide(4)1/4"x1.3/4"DewaltScrewbolt+oreq. into CMU and fasten to wood component using (4)1/4"dia.xIK"long Wood Screws W Z a N 0 Jj 0 g W Z O H Q tY 0 LL rY W O z 0 W W w rY f- O N Q 0 Q J O LIJ D f- W H N O W Z Q d N H W W 0_ W Q J OCT 26 2020 06 `G� eueuuige � No Z J r T, `* - OF 44 s ,OR10P���;, II�II1111111. CENTURY, �n. a� MORE HOME " LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-36106 WJH, LLC © 2020 0 O � c Lf cr ® u fix 0 O Z v�i• L w9 ❑ O O Q C r­1 Lr PLAN # / ORIENTATION 1402 BLK' LH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP21,0 �Iil���l�lll� Y "'. p MORE HOME • LESS NJANEI 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 c!f 7 m Q J C) V C> LIB u 0 >T m a r cy 00 Cu M p° O N m a 0-o o u a r. u PLAN # / ORIENTATION 1402 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET# GRP21.2 _ rwc f`vv., SHINGLES AS SPECIFIED 1ST FLOOR PL HT. CEMENTITIOUS FINISH 1ST FLOOR FIN. FLR. FRONT ELEVATl10N BSI 114 -1-0 AT 22 X 34 LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT B&B SIDING I SHINGLES AS SPECIFIED 1ST FLOOR PL. HT. r ,) CEMENTITIOUS ka (. FINISHco 1ST FLOOR FIN. FLR. 2 REAR ELEVATION'S' 114 10 AT 22 X 34" LAYOUT 118" : V-0" AT I I" X 17" LAYOUT R 1ST FLOOR PL HT 1ST FLOOR FIN. FLR_ vi W z a V) W 2 H 0 0 H— W F— g W z 0 77 SHINGLES AS SPECIFIED LL CEMENTITIOUS FINISH z cc w r ` r \ \ ' 'r _ , y _T \ T-• * `i �. '+' Y " ' r \ ' + \, r, '' a r 'w' _ z - -r • , Y \ / _ - _a < i - r1 ( � _ -1 i Y `'n - T_ `, `- - '" C _ a _ _ Y_\ r a ' i _1, / _ - a j_, \ ,' � t 1 _ � r _ GD \,y' 1'�-, � _''_ _ a"'`''r tea- h • ;,_� _ __ ♦/Sx C' -r`i )' - - _`'`).. I � `y t , __ r/ i ` _; t , ' - /' F\_♦ it a-r \ ( )-( \,.( ` `� �/ l.. ) _� y'r- r` _-i 'r - ''ay- x _ - _n,`\'` • 1 --`- `''r_ ' ', ,i ,;-_` _('_/ � .-/+'r , - _ `-\r `, ,. _ _ \ _ a- `- W `-'yT,= `—f_T-� 1TJ'" r _ _r ,--"'"-� j1� •r ` 'T�r T"+-'T, -�y4 ,r-r'-�—TTT ' ,--r•'-'-�^� h - > ,r w H 3 RIGHT ELEVATION'B' z 1141f: V-0" AT 22" X 34" LAYOUT a 118" =1'-0" AT I f X 17" LAYOUT = 0 z a J z 0 W U F- (/') 0 IL Q J d (N 2 � � q•�1 0 \• a w P d SHINGLES AS SPECIFIEDLu N + �� W 1ST FLOOR PL. HT �♦`li -`'^`_ `_ - ( `'j -, � -'`/\_,) •♦- _, - _- - CEMENTITIOUS `♦_ ,r,,- 1- , ` f Y-'\r�-' _ter_ - - ,'__ \ ♦r � _ r r' 4 C T FINISH ( ♦ t ( I. x V r `,` '�_ `, r '\r_♦.�T _ L\ n.( -7(° -r - _ T - _ 1_' _ r' \.'-- -, r. ' c r iY _ ` 1 '_. )'Y OD t /_ ' ` ' _ .-_ .ram _r. _ _ _ 4 `n -• _ �` _ _ _ _ i. ' r_ k._ .•T _ _♦ _ T _ _ _ _ _' _ __) a 'i 'I iSTFl00RFIN,FIR. T` _Y' .I� - n rl'' )♦ ' • - _�'` •Y r_J I ♦` \' r 4 r\'C ` ". = ' ; ;_„ \ % , � r Y ^-�'"� '• .. -� r ' `'` /zy \I, r r \ r rI fir• 6 20zo= LEFTELEVRTION'B' ,,,,,(a,,;G,F�,, � 4 II I II II II ti:`10111 GEN3F 114 =1.0 AT 22 X 34 LAYOUT "° 4 118" =1'.0" AT I I" X 17" LAYOUT ' . s of .'40 ORI i T T P Gi: °a IIII�����IIII CENTURY k MORE HOME • LESS MONEI 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 W O ~ N Q a L7 W J W xt F- -0 O > m � C c/) r r 0 0 LI 0 � co o (1) ( 0 D N cB C ui °_ o �O o 0 o t u ¢ f-I u PLAN # / ORIENTATION 1402 BLK LH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP2 23 i f0-0 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Vf z Q J LL. 0 O > CD Lr N cY; O 0 LL M °L O N Lu M a �0 0 0 _) u Q I` ILL PLAN # / ORIENTATION: 1402 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET # GRP2 3.3� INSIDE OUTSIDE - cn `=' w Li Li U � d a 'd .Q '. '. m .a 4 A. SGD THRESHOLD DETAIL R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing cemponenls. Self -adhered membranes used as flashing shall comply OlhAAMA711. The flashing shall extend to the surface of the exterlorwall finish. Approved corrosion- reslstantflashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall exlend to the surface of the exterior wall finish orb the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufaclurer's written flashing instructions. 1.2 The flashing manufacturer's written installation insructons. 1.3In acoordance with FMNAAMA 100, FMNAAMA 200, or FMNWDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the'nlersection of chimneys or other masonry consruc6on with frame or stucco walls, with projecting lips on bath sloes under stucco copings 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood rim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of woad -frame constructioo, 6, At wall and roof intersections. 7. At built-in gutters. THRESHOLD AT DOORWAYS SHALL NOT EXCEED 314" IN HEIGHT. RECESS THRESHOLD IF NECESSARY, 3" = 1'-0" AT 22" X 34" LAYOUT 1112" =1'-0" AT 11" X 17" LAYOUT ■ 8" C,M,U. BEYOND S.G.D. THRESHOLD SET IN SEALANT -ATTACH PER MANUF, SPECS. PLASTER SAND FINISH SLABISTOOP SLOPE TO DRAIN 1z P.T. BUCK STRIP (SEE STRUCTURAL) 112" GYP. WALLBD, FURRING & INSULATION CMU - CONCRETE MASONRY UNIT (SEE STRUCTURAL PLAN) DOOR ASSEMBLY ANCHOR ADD'L BUILT UP TRIM AS SPECIFIED (SEE ELEVATIONS) CEMENTITIOUS FINISH SEALANT SLIDING GLASS DOOR FRAME SGD JAMB DETAIL ` 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT V) W VINYL SIDING z WEATHER RESISTANT V)BARRIER o STRAIGHT FLASHING oc GAL.1" FLASHING w F_ O ROOF UNDERLAYMENT O CAP SHINGLE -APPLY f— o WITH ADHESIVE (DO NOTLu NAIL) g ROOF FLASHING DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT w z O Q O Li- 0 Q 0 w w_ w z Ln Q 0 z Q J z O w H U V) O U_ z Q a L� f 0 ^LU Uj LU w Q a 06 OCT 26 2020 z � ��e�unuo�iisi LU t ,��� .r' G. t �+i ��.G _ J E N SF C���� w D No 4 G :9 ST OF :40 U. a 4OR\0���? ON Al E fIIL�����lil� CENTURY, MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, U.0 © 2020 �n J W z � !V a N DC � DC H MEW W Q OJ -% c mLf O u O co � L O = N a LLJ Q V LC (0 Q 0 o a o ti PLAN # / ORIENTATION 1402 BILK / LH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP2 U �III��II�III� N Tm,U Y ' zl 7 o MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 m z C> N � a V W V �;t it o > m u C N r a 0 0 ' � ` co o �L O N c6 < w cc 0 0 C < -, u a tiu PLAN # / ORIENTATION 1402 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET# GRP243 _,, 5 0, BATH 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT KITCHEN 3 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT W36 30 i MICROWFVE KITCHEN 2 ` 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT W36 30 BATH 2 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT KITCHEN 1 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 11" LAYOUT N W a N_ Tw i F- 0 0 H w g W z 0 a 0 Li- z Lu 0 Q 0 ui W_ W z tN Q 0 z Q } J z 0 W H V H N 0 Li- J d V) 0 w w w W Q a J co z OrT 26.7029 w N0 4 G '. ST T OF .`, °6rA,'�ONr"1°� T eee CENTURY ( MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC C 2020 Z O F— �'C N ■_■ d .i LJI.J V C) ■ ® ■ Z O > �- [1C1 � d cy 0 0 C) �u co °° O N uj 0 a n 0 Q (.0 0 ° o ti Li PLAN # / ORIENTATION 1402 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET# GRP2 5e1 usi —Cajr,- Viiin 0. BATH I 1 o GFI ATER ° k b ) HEATER / 1 ELECTRICAL -1ST FLOOR - ELET13' 11411-1.0 AT 22 X 34 LAYOUT 118" =14" AT 11" X 17" LAYOUT m LIVING ROOM 8'-9" FOR DISHWASHER c� �mm GFI DW_ GFI KITCHEN GFI GFI I / I GFI (WPI BEDROOM 3 s 0 I ar�el Ily I BEDRO M 4 101 �r GENERAL NOTES 1. INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES, RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC 201.12 & 406.12 2. ALL ELECTRICAL EQUIPMENT TO BESET AT OR ABOVE BASE FLOOD ELEVATION, 3, ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI. 4. ACIDC SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVING FOSSIL BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10' OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 9B-3,04.72, INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 1402 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VAEACH 1500 1400 SF GENERAL LIGHTING @ 3W I SQ. FT. 4200 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 DRYER ELECTRIC 5000 1 RANGE 11600 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL 0 35,717 FIRST 10,000 @ 100 % 10000 REMAIN DER @ 40 % (25,717) 10287 _ 20287 HEAT LOAD 8750 W 5688 65% AIC LOAD 2.0 tons 3750 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 25,975 'VA DEMAND LOAD AMPERES 108 @ 240V NEUTRAL DEMAND AMPERES 74 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES ® OUTLET-110V OUTLET - TV WALL LIGHT © GARAGEDOOR OPENER PREWIRE O SMOKE DETECTOR OUTLET-110V GROUND FAULT INTERRUPTER PH OUTLET - PHONE 18"LIGHT BAR O FLUSH MOUNT SIC SMOKEDETECTORCO2 a OUTLET-110V GROUND FAULT SWITCH - SINGLE POLE COACH LIGHT - FRONT DOOR O SURFACE CAN LIGHT ❑❑ BATHROOM Q� INTERRUPTER EXHAUST FAN C 3 WATER PROOF 11f p OUTLET -2N 3 SWITCH � COACH LIGHT- REAR DOOR n I I C, i��� OPTIONAL FAN PREWIRE FLUORESCENT 1'X4' 2 LAMPS SWITCH-4WAY \\`` ME TER MAIN COMBO 150AMP NEMA3R OR 200 AMP NEMA 3R 200 AMP INSIDE PANEL WIRE SCHEDULE 1 TO POWER CO, TRANSFORMER 2 #4BARE COPPER 3 310 SERAL (FOR 150 AMP) OR 410 SERAL (FOR 200 AMP) PER NEC 3 2 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GRADE TO POWER CO. TRANSFORMER BOND TO FOUNDATION STEELAS PER NEC 250.52(3) BY UTILITY COMPANY ELECTRICAL RISER DIAGRAM NOT TO SCALE PANEL SCHEDULE # # # DESCRIPTION 1 AHU WITH HEATER 50 AMP #6 1 2 RANGE 40AMP #8 2 3 3 4 4' 5 DRYER 30AMP # 10 5 6 ACU 30AMP # 10 6 7 7 8 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 #12 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 15AMP #14 27 28 SPACE 28 29 SPACE 29 30 SPACE 30 31 SPACE 31 32 SPACE 32 II�AII�iPo�ll (34 e nx MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W3H, LLC © 2020 Lv 11101 ®J I.JL. ca ®J act ULJ .J uu Tf o >� m� ® 0Li' Cy') 0 (L W OL OCO o ® `� C PLAN # / ORIENTATION: 1402 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP2 6,2 -tlk T" MEANS 4 METHODS NOTES THE STRUCTURE 15 DESIGNED TO BE SELF 5UPPORTIN6 AND STABLE AFTER THE BUILDING 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRAGTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROGEDURE5 AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE-55ARY 5HORIN6, 5HEETIN6, TEMPORARY BRACING, 6UY5, AND TIE-901611,15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING REQUIRED TO STABILIZE AND PROTECT EXISTING AND ADJACENT STRUCTURES AND SYSTEMS DURING GOl1R5E OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. _ �- . � ice• • • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MODEL 15 DE5IGNED TO RE515T LATERAL LOADINGS A5 PERMITTED BY SECTION 4.3.5 OF THE SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (5DPW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINGS METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 4.55.2. A5 SUCH, W6,LL5 WITH OPENINGS ARE CONSIDERED A 51N6LE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOWN5 ADJACENT TO EACH WINDOW/DOOR OPENING. • 5HEARW4,LL5 USED IN THE DESIGN OF THE STRUCTURE ARE DE5I6NED TO RE515T BOTH SHEAR AND UPLIFT, AS PERMITTED THROUGH SECTION 4.4 OF THE 5DPW5. AS SUCH, STUD GLIP5 ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXGE56 UPLIFT LOAD THAT HAS NOT BEEN RESOLVED THROUGH THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TERMITE MWTECTION (ONLY TEWITIr BAIT STATIONS ARE TO 90 INSTAI- ice) TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED 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 GOMPLIANGE 15 TO BE 155UED TO THE BUILDING DEPARTMENT BY THE BUILDER. TH15 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 FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGULTURE AND CONSUMER SERVICES THI5 MODEL HAS BEEN ENGINEERED TO RE515T LATERAL FORGES RE5ULTIN6 FROM UP TO 160 MPH WIND SPEED, EXP. G R15K GATEGORY II it 5E15MIG GATE601i AB. ENCLOSED, 0.18 INTERNAL PRE55URE GOEFF. ENGINEERED DE516N WAS COMPLETED PER THE 6TH EDITION 2011 FLORIDA RESIDENTIAL $ BUILDING GODE5 (5EGTION5 R301.1.3 (RES) lt 1609 (BUILDING)) 8 ASGE 1-10 STANDARD EXTERIOR NAL 15HEATHING REQUIREMENTS: PI SHEATH ALL EXTERIOR WOOD FRAMED WALL5 W/ I/2" PLYWOOD OR 05B FASTENED W/ 2Y2'XO.131" NAILS a 6" O.G. ALON6 PANEL E06E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO 5TU05) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL ED65E5 $ E06E FA5TENIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING a 16"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHING SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 `-HALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ �0'2"xO.131" NAILS a 16"ox- USE (8) 5142'x0.131" NAILS a EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR WALL5 EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARCHITECTURAL PRAWINC75 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 1. ALL EXTERIOR WAL!-'a GON51DERED A5 SHEAR WALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. INDIGAI"=5 LOGATION AND EXTENT OF 5HEARWALL WHIGH REGUIRE5 SHEATHING AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GONSTRUGTI ON SYMBOL SHEAR PANEL SPEC. 02,2"1/2" PLYWOOD OR 05B FASTENED W/ x0.131" NAILS @ 3" o.G. ALONG PANEL 0 EDGE5 AND 12" o.G. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 ASSEMBLY. HOLD-DOWN SCHEDULE 5YMB0L SPECIFICATION V HD -I U5P HTT45 HOLDOWN* FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF G.T. TO GMU WALL w/ (1) 1 ® 5T-I M5TGM40 STRAP w/ (14) Y4" DIA x 2y4" LONG TAPCON5 INTO GMU. WE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO 5TBI6 ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO GONGRETE FOUNDATION W/ i CIA -GEL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN I %" OF FACE ON CONCRETE FOUNDATION WALL 6ENERAIL STRUCTURAL NOTES FOUNDATION • M516N 15 BASED ON 6th EDITION (2011) FLORIDA BUIL.DIN6 CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516145 ARE STILL ADEQUATE. • FASTEN 51LL PLATES TO FOUNDATION WALL5 WITH 1/2" DIA. ANCHOR BOLTS a 4'-0" o.c. W/ 1" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) STRAPS W/SPAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE FND DETAILS). • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. ITY OF • BUILDER TO VERIFY GORPD51ON-FE51STANCE GOMPATIBIL HARDWARE I~ FASTENERS IN CONTACT W/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER It HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2500 pal:....... FOOTINGS 2,500 psi:....... 5LA65 ON GRADE (INTERIOR E EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR 95% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE 5LA13 CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15'-0" MAX) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTINUOL15 END OF REINF. • GROUT SHALL BE A5TM C416 F'c=3000 P51 w/ MAX 3/p° AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM G90 WITH A MINIMUM GOMPRE551VE 5TRENGTH OF MOO P51 (F'M = 1500 P59. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 550/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING 001i BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOI^EL. • GROUT 50LID ALL REINFORCED GMU CELLS 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 MA50NRY OPENINGS 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'-O" O.G. IN EXTERIOR WALL5. (A5 5HOM ON PLAN5) • ROUGH OPENINC75 ARE NOT SPECIFIED ON BLOCK PLAN - 5EE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDER TO REVIEW � VERIFY ALL BLOCK PLAN DIMENSIONS PRIOR TO CONSTRUCTION. FU-JM 201D GARAGE 5LAB 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR FILL ON 45% GOMPAGTED FILLNIRGIN 501L PORCH 5LAB 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIRGIN 501L 5LAB ON 6RADE 3 1/2" GONG. SLAB W/ ii WI AA A WWF (OR FIBER MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIRGIN 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 -JOIST /1RU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 3 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 25/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE ED67E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS A 6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • SEE ROOF TRUSS UPLIFT GONNFCTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE lAb" MIN. 05B/PLY01001) 5HEATHIN6 2%, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS WR5R5-01 (2A x0.113' RING SHANK) NAILS o b" O.G. a PAfEL EDGE5 t a b' O.G. IN FIELD. PROVIDE "H" STYLE GLIP5 ALONG UN5UPPORTED EDGE-5. FASTEN 5HEATHIN6 TO GABLE END S DRA6 TR F6 5 w/ R5R5-01 NAILS o 3" O.G. • ROOF 5HEATHI% FOR MAIN ROOF TIAF--5E5 SHALL EXTEND GONTIRJO(rol-Y UNDER ALL OVERRAMN5. • TR65 ALL LARGE VALLEY SETS. FA5TEN EACH END TO TRU55 BELOW W U5P MTH12 AND (2) 3"x0.131" TOENAILS TO EACH TRIi% BETYEEN. FOR 5MALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 a 24' O.G. FA5TEi TO TFX% 13ELON W/ U5P MTN12 # (2) 3"x0.131' TOENAILS EA. END (MAX. 4' LENGTH BE:TYEN SUPPORT POINT5) • ALL METAL HAN6ER5 SHALL BE 5PFOFIED 13Y THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU55 SHOP OWG5. SHALL BE SUBMITTED TO ARCH 3 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 6 SHORT SPAN ROOF TR 65E5 W/ 2x4 LEDGER FA5TENED TO F RAMIN6 W/(2) 3"xO.131' NAILS A lb"O.G. ((3) 3'x0.131" NAILS a 24" OL) W -FL- OGT. 1. / :_ � •I �1 I� ._II�...I' r L_ AV. 12f ♦ 1 Sul. Ii _ _., ICrr • IC.rr 1�ue •� i.:. W '"�••� - � •i lu. I::rr 7 Window it Door Allowable Wind Pre55ure5 UP TO 160 MPH Wind Zone Exp G Risk Gat II Endo5ed 0.1b Internal Pre55ure Goeff. OPENING 51� I INTERIOR ZONES END ZONE5 3'-0" X 6'-5" DOOR AI +35.6 P5F/-38.8 P5F +35.6 PW-465 P5F 2'-0" X 3'-0" WNDW. BI +31.3 P5F/-40.5 P5F B2 +31.3 P5F/-49.98 P5F 3'-0" X 51-0" WNDW @ +36.5 P5F/-39.6 P5F G2 +36.5 P5F/-48.2 P5F 8'-0" X 1'-0" DOOR DI +53.2 P5F/-3b.3 PSF D2 +332 P5F/-41.1 P5F I6'-0" X 1'-0" DOOR El +31.1 P5F/-34.8 P5F ®+31.1 PW-38.6 P51' 6'-0" X 6'-8" 5.6D. FI +52.4 P5F/-35.4 P5F F2 +32.4 P5F/-412 P5F ® End Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof 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 A5GE 1-10 section 2.4.1 to get on equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON: 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F a 5LEEPIN6 AREAS) DEAD = 10 P5F (I-J015T5 d 50LID SAWN) (20 P5F a TILE) LATERAL (5EE NOTE-5) 5EI5MIG (5EE NOTES) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN 5TANDARD CONNECTIONS TABLE (IRG TABLE Rb02.30)) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR GONNEGTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFAGTURER5 REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING 6UN NAILS • EXT. L INT. BRG WALL5 SHALL 13E 2x4 (UNLESS NOTED OTHERWI5E CN PLAN) A 16" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. WALLS OVER 9' TALL SHALL BE PER PLAN • ALL HEADER5, BEAM5 C OTHER 5TFWTURAL MEMBERS 5HALL BE 5PRZE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE 13EEN 0 516NFP BA5ED ON CALCULATED LOADS d 51ZFD ACCORDINGLY. GORE TA%r-5 HAVE NOT BEEN USED. • ALL NON -BEARING INTERIOR 511D WALL5 SHALL BE U)N5TRUGTED WITH 2x 15TUD' GRADE MEMBERS 5PAGED a 24" O.G. (MAX., U.N.0) . HEADERS IN NON -LOAD BEARING WALLS SHALL BE: (1)2x4/6 FLAT o OPENIN65 UP TO 4', (2)2x4/6 FLAT UP TO 8'. • ALL FRAMING LUMBER SHALL BE DRIED TO 15% MG (KD-15). • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: 'L5L' - Fb=2325 r: I; Fv=310 psi; E=1.55x10"b psi 'LVL' - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 pal • FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER'. WITH 3 ROW5 OF 3"x0.120" NAII-5 0 8" O/G OR 2 ROW5Y4"x3Y2" i WOOD 9GREW5 (OR %" "'R155I-OK 5GREW5) o 16" O/G. U5E A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR f,REATER. APPLY FA5TENING AT BOTH FACES FOR 3-PLY GONDIT ION. LOGAIE TOP b BOTTOM NAIL5/5-'REW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL IAIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4°xb" U51P WOOD 5GRE05 (OR (9 %" IRL65LOK 56REW5) a hi O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTI-6 OF 14" OR GREATER. APPLY F45TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRL65LOK 5GREW5). LOCATE TOP AND BOTTOM 5GRE05 2" FROM E06E. A 50LID T' BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE 5UPPORTED BY (1)2x JACK 5WD s (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES TIE`: NUMBER OF JACK 5TV05 REQUIRED, U.N.O.. • FOR STUD POST 6ROUP5 SPECIFIED ON PLANS A5 (4),(5) OR (6), FASTEN PLY5 W(20W.131" NAILS a 6" O.G. OR (20'4.120" NAILS 1) 4" O.G. (ALL PLY5, FULL HT. OF: POST) • PROVIDE SOLID BLOGKIN6 IN (FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FNDIBEARING. BLOCKING TO MATCH I'05T ABOVE. • FASTEN 2x WOOD PLATES TO TOP FLANGE OF STEEL I3EAM5 WITH PA.F.'S ('HILT(' X-GF PINS OR EQUAL) A 16" O.G. STAGGERED, OR 112" DIA. BOLTS A 48" O.G. 5TAG6ERED. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE U5P C44 GAP $ PA44F BASE, U.N.O. CONNECTION SFECIFICATIONS (TYF. U.N.O.) DESCRIPTION OF 606. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS _ (3) TOENAIL5* _ 50LE PLATE TO J015T/BLK'6. NAILS a 4" o.c. NAILS a 4" o.c. 5TUD TO 5OLE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS a 8" o.c. TOENAILS a b" o.c." _ BLK'6. BTWN. JOISTS TO TOP PL. 3 TOENAILS 3) TOENAIL5* DOABLE STUD NAIL.c 5 a 24" o. NAILS a 161, O.C. n DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o 16" o.c. r DOUBLE TOP PLATE LAP SPLICE 9 NAILS IN LAPPED AREA II NAILS IN LAPPED AREA a TOP PLATE LAP a CORNERS INTER5EGTING WALLS (2) NAIL5 (2) NAILS _ * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME'. 5PAGING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOW seal: N 7 -J3 ST E OF .0. �• s�0%.4.OR\�. SS1�NA� ,0 © copyright: MULHEAN & KULP Structural Engineering, Inc oma z JF= W W z o C z W d J a F- U � G m TJ m6 + Q j Ja Z •, o =W CA m W o N M&K project number 195-19004 project mgr: JSB drawn by: KAR issue date: 1 0-0 &20 date: date: Initial: U v 1 0 Td r 1� LL� I� V LLJ� eJ 1 sheet: M 0 II 3-11_I 1/7" I ILT-q 1/2" DI.O 6.3" II' -I" �—------------------------------- Ir PROVIDE SLAB RECESS UNDER 5512 I I SEE ARCH. PLANS I I I I I I I I I I I SLAB ON I GRADE I I I I I I I I I I I I I I I I I 20'-2 1/2" L I6'-11" I 4 I DI.O I I ----- - - - - - - 4"----- STEP — — — - 6 xIT PLAINHI CK SLAB I I i I I I �S I I I I I I I I I 4 I I I I L0 i I `? VARIES I I I I 3 I D1.o I I f b 3 DI.O L- - - - - - - - -- ------ L "' - - - - - J Ir PORCH I 12" WIDE TURNDOWN x I SLAB 12" MIN. BELOW GRADE Il'-4 1/2" (TYP) — — — ---------- 2'-I" L I6'-3" 2'-b 1/2" 20'-10 1/2" 4'-0" 12'-3" 3T-I 1/2" SLAB FOUNDATION PLAN SCALE:/8"=1'-O" ELEVATION 8 ow Q ROOF FRAMING PLAN 1I / I•/ . •' ;1 9161 _ IC.-� • ICnr ./AIJ.� I/� 1.1 .-I..: � Ii lip G..-r �.t...i L-:- CONNECTION SPECIFICATIONS (TYP. U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FASTENING TRU55 TO VEIL TOP PLATE OR BM. LISP RTI6A (q) 2"X0.148' TO TRI)%, , 0 PLATEGIRDER TR. TO P05T (SPAN S20' (20) 'X0.148' GIRDER TR. TO P05T SPAN >2 ' 2 U5P HTW20 22q 2 'X0.148N FLUSH BM. TO P05T HTW20 II 20 3'X0.148' VALLEY TRL65 TO B 820# - 35P MTHI2 820# z X . z. TO TOP OR 50LE PLATE L15P RTT 4q5# 7772rff.Mr ROOF TRU55 TO GMU 1,15P HTAI6 1810# I (q) K41IX0.148' ROOF GIRDER TR. OR ROOF FLUSH BM. TO GMU UW HTAlb I810# (q) 1X0.148' GARAGE 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIR61N 501L PORGH 5LAB 5 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON C15% GOMPAGTED FILL/VIRGIN 501L 5LAB ON GRADE 5 1/2" GONG. 5LAB W/ bxb NIAAA MF (OR FIBER ME51-1 ILO MF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON g5% GOMPAGTED FILL/VIRGIN 501L HOLD-DOWN SCHEDULE 5YMB0L SPECIFICATION HD -I LISP 14TT45 HOLDOWN' FASTEN BUILT-UP POSTS SUPPORTING 5T-1 ROOF S.T. TO GMU WALL W/ (1) U5P M5TGM40 STRAP W (14)y4' VIA x 2yq" LONG TAPGON5 INTO CMU. M ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) 'ALTERNATIVE TO 5TBI6 ANCHOR BOLT 5PECIFIGATION• ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO USP SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION W L15P GIA-GEL 1000 EPDXY SYSTEM PER MANUF. REGOMMENDATION5. PROVIDE q' MIN. EMBEDMENT INTO GONGRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN 1 %" OF FACE ON CONCRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • _ _ BEARING WALL ABOVE • — .. — BEAM / HEADER • �' ' '� EXTENT OF OVERFRAMIN5 • JL METAL HANGER • INDICATES 5HEARWALL • INDICATES HOLDOWN REFER TO 50.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES seal: [0 ° 0. N 7 4 :w OF w 'to 5it °1. rL` � © copyright: MULHERN & KULP Structural Engineering, Inc. aC7 Z JW W Z C7 Z W d a t— cmJQ �d J CC E aA Jz a y M&K project number: 195-19004 projectmgr: JSB drawn by: KAR issue date: 1 0-06-20 REVISIONS: date: initial: W z W 0 UU a. 5= I� z 0 CL J Z M� LL w� Z 0 J L 0 Ld Q Ld CO 0 Cl LL (') r" LL. sheet: LEFT HAND SLOB N GMU BLOCK FOUNDATION PLAN SCALE: I/8"=1'-0" (II"0" SHEET SIZE) ELEVATION B 5GALE: 1/4"=1'-0" (22N54" SHEET SIZE) MASONRY LINTEL LETAILS REINFORLEh�NT MARK DESIGNATION TOP BOT 3m 5HEAR REINFORCAI'll 43-1 8Fb-OB/OT —. 43-2 8F8-IB/OT (1) W5 M3-3 8FIb-IB/IT (1) #5 0) V5 MB 4 BFIb-28/IT Q) #5 (2) #S #3 VERTIGAL TIES 0 4'o.G. w/ 180 DEGREE HOOK T40 /Effi2 ED LINTEL MANI F&A RER5 ARE• GA5T-GRETE 4 QUALITY PRECAST C.O. NOTE5, I. ALL LINTELS w/ SPANS GREATER THAN 14'-0' SHALL BE PRE5TRE55M. 2. 9HORE FILLED LINTELS AS REGWIED. 3. ALL LINTELS SHALL HAVE 4' MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksi 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM SIZE REGIUIRED BY DE516K 6ENERAL 5TRUCTAkL NOTES FOUNPAJION " DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING GORE. FOOTING DE516N - THE5E FOOTINGSi HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. THE5E 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 DESIGNS ARE STILL ADEQUATE. • FA5TEN SILL PLATES TO FOUNDATION WALL5 WITH 1/2" PIA. ANGHOR BOLT5 0 4'-0" o.c. W T' '�11N. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ l FND.) 5TRAP5 W/5PAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANGHORS PER PLATE, 12" MAXIMUM FROM PLATE EN05 (5EE FND DETAIL5). • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT Vy/ GONGRETE OR MA50NRY FOUNDATION SHALL 13E PRESERVATIVE TREATED 5OUTHERN PINE #2. BUILDER TO VERIFY GORRO510N-RE515TWE GOMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT W PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • GONGRETE DE516N BASED ON All 318. GONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TRE:NGTIiS IN 28 DAYS, U.N.O.: f'c = 2,500 p51:.... ... FOOTING5 2,500 p51:....... 5LAE35 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL CONCRETE EXPO' ,I D TO THE YVEATHER .' HALL NOT HAVE LE55 THAN 5% OR MORE Tl 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL 13EAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND SLAB`_- ON GRADE: SHALL BEAR ON VIRGIN 501L OR 95% COMPAGTED FILL • PROVIDE CONTROL JOINT-5 AT ALL. INSIDE GORNERS OF SLAB EDGES, AND OTHER LOGATION5 WHERE 5LA5 GRAGK5 ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0" MAX) • MINIMUM LAP 5PLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM 6416 F'c=3000 P51 W MAX %b° AGGREGATE • GONGRETE MASONRY UNITS 5HALL BE A51"M ( 90 WITH A MINIMUM GOMPRE551VE 5TRENcOTH OF 1900 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE51% BA5ED ON AGI 550/550.1 •EDREINFORGED GMU GORES (A5 INAGATED ON PLAN 5HALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOI^EL BEI-011. PROVIDE MIN 30" LAP 5PLIGE KITH FOOTING DOWEL. • GROUT 50LID ALL REINFORGED GM) GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EAGH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL. WALL GORNER5. • VERTIGAL REINFORGEMENT 5HALI- 15E HELD IN PLAGE AT THE TOP AND BOTTOM, 5HALL 13E LOGATED IN THE GENTER OF THE MA50NRY GELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALL5. (A5 5HOWN ON PLAN5) • ROUGH OPENIN65 ARE NOT 5PEGIFLED ON BLOGK PLAN - 5EE ARGHITEGTURAL PLANS. • ARGHITEGT/BUILDER to REVIEW 4 VERIFY ALL. BLOGK PLAN DIMENSIONS PRIOR TO GONSTRUGTION. FLA_ Jy20 seal: QET 2 6 N t2111111PyoI G. J. tiVn f 1 774 *: S5: E OF: Q '.IFS 0 aR 1 Off` © copyright: MULHERN & KULP Structural Engineering, Inc. aCD z =LU w =z $ cD z w i J a a dE� F- cc U � Q cc G� LU1- D °' -J m a'. JJUJ °' o pNp ® O �(� m w gN s � a IF M&K project number: 195-19004 projectmgr: JSB drawn by: KAR Issue date: 1 0-06-20 REVISIONS: date: Initial: w (x z w 0 U z aL 2 U O z' �o r- �i z m� 0 LL, 0 -1 0 Co ®I r-- d n U x Ld J Q0 Oa r-, LL sheet: LEFT HAND S I . 18:5 PROVIDE 50LID SHIM BETHN TR1)55 4 CONNECTOR IF TRU% LOGATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TR055 15 GREATER THAN I Y," FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL F. HE MAX. HEEL Hi. 8 GMU BOND BEAM W/ (1) #5 GONT. 6" REINF. CM0 WALL- -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 TYPICAL SHEAR CINZTR�ALNSF!�ER DETAIL BY WIWOW/DOOR MANUFACTURER i 5EE UPLIFT CONNECTOR 50HEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TLRE BARRIER PLATE VP NOPI OR 51M) � EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 GAT5 ® I6"o.c. FA5TENED TO GABLE END TRU55 w/ (2)3"XO.131" TOENAIL5. PROVIDE (1) U5P RT3A CLIP ® OVERHANGS > 12' 11 GABLE END VERTICAL WEB REINFORGIN6 A5 REQURIED BY TRU% MANUF. U5P HGAMIO CLIP ® 36"o.c. EXTERIOR SHEATHING E06E NAILING - 2Y2"x0.131 NAILS o 6"o.c. PROVIDE M015TURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU W NOPI OR 51M) 8" GMU BOND BEAM w/ (1) #5 BAR GONT. 8 REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 FASTEN SHEATHING TO 2x4 BLOGKIN6 w/ 2 %NO.113" RING SHANK NAILS ® b"o.c. I -ROOF 5HT6 SHALL BE GONT. 24" MIN I ONTO,ROOF I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF W("x4" T*.PGON5 6" FROM END5 AND 16" O.G. MAX. TAPGON5 TO BE 1412" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUG-URAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN TH15 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TI% 2X BUCKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TAC76ERED ® 12" O.G. EA.5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) ROW5 OF 245'x0.131" NAIL5 o I6" O.G. FA5TEN WINDOW TO 2X PER WINDOW MANUFAGTURER5 5PEC5. 6. FA5TENIN5 5PEGIFIGATION5 ARE MINIMUMS. ANY FA5TENIN6 REQUIREMENT5 PROVIDED BY THE MANUFACTURER WHIGH ARE GREATER THAN TH05E 5PEGIFIED SHALL SUPERSEDE TH05E OF NOTES 1-5. 20 BRACE w/2x4 T-BRACE, SPACED ® 4'-0" O.G. MAX. FASTEN 2x4 TO T' w/ 34"X0.131" NAIL5 ® 12' O.G. -VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 BLOGKIN6 w/ (3)3 Y4"xO.131" TOENAILS EACH END (4) 3 1/4"x0.131 NAILS L- PROVIDE 2x4 BLOGKING 48" O.G. IN FIRST (3) BAY5 OF ROOF TR1155E5-CM TO FIT TIGHT BETHEEN TRU55 BOTTOM GHOR05 FA5TEN DRYWALL TO BLOGKING w/5GREW5 AWL5 ® 6" O.G. 2xbxl2" P.T. CENTER BUCK �n Y2" DIA. J-BOLT* (5EE 13FLON 2X4 P.T. TOP BUCK � e 2X8 P.T. BUCK EACH 51DE OF OPENING PROVIDE (5) Yz" DIA. J-BOLT* W/ 5Y2" ® EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (1))4" x W6' N U THICK WA5HER N/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB RE5T EQUALLY 5PAGED APPROXIMATELY 24" O.G) * PROVIDE)s" DIA. x 8" LONG U5P 5GRENBOLT OR APPROVED EQUAL IN PLACE OF J-BOLT IF M155ED DURING GON5TRUGTION (1) #5 IN BOND BEAM r - -- -- I N #5 BAR IN PRECAST LINTEL I (2) #5'r, VERTICAL IN 6ROLM FILLED CELL. IN WALL5 GREATER THAN 30" WIDE, ONLY (1) #5 15 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER FLAW ENTIRE COLUMN TO 13E GROUT FILLED 0'-O" PROVIDE # OF 00WEL5 ® SLAB TO FIN. FL. MATCH VERT. BARS w/ 30 MIN LAP 5PLIGE NOTE: ALL HOOK5 AND SPLIGE5 TO BE GONSTRUGTED AND 51ZED PER NOTES 6ARME DOOR OYERT. REINFORCIN6 DETAIL A ,� W5 5EE DETAIL I FOR ADDITIONAL CONNECTION INFO NOT 5H01 N HERE FASTEN EA. ROOF TRU55 TO GMU w/ U5P HTWMI6 TW15T 5TRAP. FASTEN STRAP TO GMU w/ (4)Y4" DIA. x 2Y4" LONG PONER13OLT SGREW5 PROVIDE M015TLRE BARRIER PLATE ()5P NOPI OR 51M) EACH TRU55, PROVIDE 2x FLAT BLOGKING FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TO CHU nut (3) Y4" DIA. x 3Y2" LONG TAPGON5. FA5TEN BLOCKING TO ROOF TRU55E5 w/ (2) 3Ya'x0.131" NAILS 0 EA. END. RETROFIT DETAIL F WAS 914-AW MITRE PRECAST GONGRETE LINTELS TO SHARE BEARING ON 804' GMJ GOLUNIN. PER 2011 FBC, 6TH ED, R103.12.1: SOFFITS AND THEIR ATTAGHMENT5 SHALL BE CAPABLE OF RE515TIN6 WIND LOAD5 5PEGIFIED IN TABLE5 R3012(2) AND R30I2(3) FOR WALL5 U51N6 AN EFFECTIVE WIND AREA OF 10 5QUARE FEET. NOTE: COORDINATE SOFFIT OVERHANGS WITH ARC44 AND TRU55 MANUF. DRAWINGS BATT OR BLOW — INSULATION PER ARCH A! .9 WN " � =I' III UWANIS3i �� P:ER 9910 �� • I r •' � f r-p � • r ■1ro-5EE ARCH 8" GMI1 BLOCK D2-jXNre. SLAB: REFER TO FOUNDATION DETAILS (FDLO) 4 PLAN d Al • � III —III —III III I —ICI —ICI I Ed�MI�IHEI II II y=1I1=1I1=W I ; — �—III—III=1I ?: • I r-1I I — GLEANS I —I I LTI I' ` MONOLITHIC FOUNDATION COMPACTED 11-0" W/ (2) #5 HORIZ. GONT. ON FILL o 95% MIN. GHAII25 (3" MIN. COVER) STANDARD DENSITY TYPICAL I -STORY WALL iSECTION SCALE: N.T.5. �Til • 0%0 000, BOND BEAM W GONT.REBAR CONNECT END OF , • r 0NRY LINTEL • r •- OF - MAX 8 MA50NRY r•-r HOOKDOWEL �. I • LINTEL/ BEAM MB-2 PRECA5T LINTEL - 5EE PLAN -O • PLAN y ►�i I �i��i • » LINTEL .:.:.:.:.:.:.:.:.:.: 5HOHN ON r • .. .. •.ilk. , CONNECT EN05 OF MITRED MA50NRY LINTELS w/ (1) #5 BENT DOWEL FORCH CMU CORNER COLUMN DETAIL seal: 0CT,`zi&apZ0 N 7 24 o *. 9 % T: E OF 1� 0" /ONA"111111111WNO�� © copyright: MULHERN & KULP Structural Engineering, Inc. 0. z z w w z S z w Qa Z= Q v LU - �r m ti n m T� m� A LLI0 CD y m� 1i C, N cc a M&K project number: 1 95-19004 projectmgr: ,,JSB drawn by: KAR issue date: j 0-06-20 REVISIONS: date: initial: W UJ U L O z o J T [q LO rn� V! CQ � LL D U I d 0. oo LIJ " + M (-, LL sheet: LZLrO 0 8" GMU BLOCK TYP. SLAB ON GRADE: I) #5 FROM FTC. WW 3 1/2" GONG. 5LAB N/ bxb ( 1) BOND BEAM. WIAAA F (OR FIBER MESH 5PLIGE TO BE MIN. ILO WWF) ON b MIL VAPOR 301, {BOUT GEL_ BARRIER ON 4" MIN. 50LID GRANULAR FILL ON 1`15% GOMPAGTED FILL/VIR61N 501L "t ° 4 GRADE 1J1=1I- I 1J1=ll1-II- 1,J1--III=1I1= I • —1-1f—III—I I l- 4 -1 I--III=� r r, ,T III, ,ll�I COMPACTED 1.-0' FILL a q5% MIN. STANDARD DENSITY WHERE 2ND STORY OGGUR5 FTC. SHALL BE I'-4" WIDE w/ (2) #5 BAR5 IF a-ig-Amil In GARAGE INTERIOR GARAGE 5LAB -SEE DTL I/FDI.O MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. CONT. ON GHAIR5 0" MIN. COVER) I x '4 • ,� � =III • . MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. GONT. ON 12" GHAIR5 0" MIN. COVER) MI TYPICAL THICKENED SLAB ® INTERIOR 6ARA&E WALL 56ALE: 3/5`=1'-O" a HOUSE INTERIOR TYP. SILL PLATE -5EE DTL I/FDID SLAB ON GRADE -5EE DTL I/FDI.O PLAIN GONG. THiGKENED 5LAB (5EE PLAN FOR 51ZE) CENTER FTC. ON WALL ABOVE 8" CMU BLOCK CONCRETE LEDGE CAN (1) #5 FROM FTC. BE REPLACED BY GMU TO BOND BEAM. BOTTOM C01UR5E CUT SPLICE TO BE MIN. TO SLOPE OF GARAGE 30" GROUT CELL 5LAE3 SOLID TYP. GARAGE 51-611 � 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON MATCH GMU iO 1`15% COMPACTED LEDGE PER FI IRGIN 501L I/FDI.O Em _ 64RA '—IIIDEII—II—II '=III II IMBED -IIT--I I I — 4 � ''—III—III—III ` , °.'. ° • J�(-I—I� IT—TT1�I jTf �_I I I'(77—III. c LtAn� "'—I Ij. MONOLITHIC, FOUNDATION COMPACTED 1'-01 1 W/ (2) #5 HORIZ. GONT. ON FILL 0 q5% MIN. CHAIRS (3" MIN. GOVER) STANDARD DENSITY WHERE 2N11 STORY OCGUR5 FT6. 5HALL BE V--4' WIDE w/ (2) #5 BAR5 @1A RA6E CURB DETAIL �1. MONOLITHIC FOUNDATION YV -J (2) #5 HORIZ. GONT. ON 12"W CHAIRS (3" MIN. COVER) MIN. rmcAL THICKENED SLAB INTERIOR BEARIN6 WALL WALE; N.T.5. LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN TH15 HOME $ 5HALL BE IMPLEMENTED IN 5PEGIEIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREA5. THE5E WHERE 5PEGIEIGALLY INDIGATED DETAIL5 ARE NOT IIGUTII ON TH PLANS. ("GUT") ON THE PLANS. (1) #5 FROM FT6. TO BOND BEAM. 5PLIGE TO BE MIN, 30" GROUT CELL 50LID TYP. PORCH SLAB: 4 GONG. 5LAB ON 4 MIN. GRANULAR FILL ON q5% COMPACTED FILLNIR5IN 501L EXP JOINT TYP. 5LA5 ON GRADE: 3 1/2" GONG. 5LAB N/ bxb WI.4xl.4 WWF (OR FIBER ME5H ILO WWF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIR61N 501L e • — I —III III II —III—III=J1=�` III=III LTI' ° °.'. • hI I I � I I I I I � 1 COMPACTED FILL 0 cFA STANDARD MIN, DENSITY WHERE 2ND STORY OCAC.S FTC. SHALL BE 1'-4' WIDE w/ (2) #5 BARS �EXTERIOR WALL ® POW W" mm MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. GONT. ON GHAIR5 (3" MIN. COVER) SLAB DETAIL TYP. EXT. WALL BEYOND -5EE DTL 2/FDI.0 T __) T GARAGE SLAB -5EE DTL 2/FDI.O 6RADE , a ��� Illllllllllll ��< IIIII IIIIhI iv S 12' WIDE CONC. TRENCH FOOTIN5 REINFORCEMENT -5EE DTL I/FDI.O MIN. TYPICAL SLAB ON 6RADE PERIMETER FOOTING ® 6ARA&E ENTRY GUT EVERY OTHER WIRE OF W.W.F. a CONTROL JOINT 15' MAX BETWEEN 5AWGUT5 Ar r r rvrw. I" DEEP 5AW CUT CONTROL JOINT WITHIN 24 HOUR5 OF POUR MID -WAY INTO 5LAB -LOCATE JOINTS a SLAB CORNERS d OTHER ARFA5 WHERE GRAGK5 ARE LIKELY TO OCCUR SLAB ON GRADE -SEE FIND. PLAN �. 1 LOCATE ®10' TO IV o.c. OR CORNER5 WHERE GRAG1<5 LIKELY TO DEVELOP GROUT LINTEL A55EMBLY 50LID BOND BEAM w/ CONT. (1) #5 REBAR PREGA5T LINTEL - -5EE PLAN CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 (1) #5 FROM FT6. TO BOND BEAM. 5PLIGE TO BE MN. 30" GROUT CELL 50LID i' GLEAN COMPACTED FILL o­` I'-0' q5% 5TANDARD DENSITY MIN. TYPICAL PORCH COLUMN c DJ CONNECTION DETAIL 50ALE: NONE seal: OF 26 2020 "s ttacsar N 7 24 E OF .,FS .,oR�9. © copyright: MULHERN & KULP AstructuralEngin"ring, Inc. ®® C Z W W z CD z J y Q a � o dm. I.- ♦ y c- d. 4a _:QJ ¢ 5 r E m X-1 m 6 a .J m o v W y y m IIY g N �a M&K project number: 195=1 9004 projectmgr. ,JSB drawn by, KAR issue date: 1 0-06-20 REVISIONS: date: initial: 1•I_I UJ 0. ttO ,V MONOLITHIC FOUNDATION NV (2) #5 HORIZ. GONT. ON GHAIR5 p,V' MIN. COVER) SLAE, ON GRADE ffl 7 ►] co u T .__i 0 TI_ nw Q z LID ® ur _1 0) 11 0_J x LL, Q z d" 0 d w U 0 I t� O_ uJ 0- � LL (M) r�_ LL, sheet: 1 ®I •