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HomeMy WebLinkAboutBuilding PlansCENT :l} RY d MORE HOME LESS MONE7 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 V'f Z m Q N H d IWI Z rr� V LAJ cm. m Q Vf J �c ._ /, C � LN 2 2� O i If -a 6 r O O Z vi � a`) u. .. c o 2 W m0 L O O U Q o a co cLL PLAN # / ORIENTATION 1202 BLK /RH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2,02 SHEET # GRP2 0,2 C TO 4" SEPTIC LINE 1 1 /2" VTR �1. PLUMBING 'ISOMETRIC 34'-8" 18'41 /2" 3'-0" M 3'-31/2" — — — — — — — __ __ 11 1 613" 10'-21/2" — I I II it I I SLAB CUTOUT FOR I I I 1 1 SGD THRESHOLD • I I I'i SEE DETAIL ON j o j SHEET GRP24.0 j I 14'-9" II '-51/21 I I N I I i j I 1 1 I I I =I M I IIWATER I N I IHEATER I I I I I 3'-1 1/2" 11'-11 1/21, L I AIR HANDLER DRAIN i I I AHU DRAIN a 1' _ I --v-- .J L� i I FRIG. �11 I DW I I __ n 2 71/2 ., _ n 2 -61/2 2 6 1 F i I �, HVAC I I IHOOKUPS J, LL®_ 11 �I 0 ' 141 I n II C/J ILco d ( �(1ELECTRIC � [IPAD I i I JLa.I I i 9 (RANGEI i I o 2'-0112" 2'-9" 2'-8" I 1 _ I I I II I � >I, ��• � Pow CUT CONTROL JOINTS I I I I AT INTERVALS 10k90' I 16 IN BOTH DIRECTIONS tn co i 15' IIFlI 191n I I 11 I 1 o i I I 4 I_ — — s. 16'-3" o 5'-81/2" ' �CO 9'=9' 10112" 1110112" C;' d T-8" 201-0" 34'-8" PLUMBING PLAN ELEV'B' 114" =1'-0" AT 22" X 34" LAYOUT 118" =1'-0" AT I I" X 17" LAYOUT dlll�ll�lill E e MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 c$ �J 1-- m B.gJ N a cOi CD CL] C_ ®J a I VIEWED FOR E COMPLIANCE OUNTY IE COUNTY SBOCC Y Q0 N c� a> L: -O 6 O — LL Ln c a O W co 0 a m 0 0 0 o a — V Q co . co LL PLAN # / ORIENTATION 1202 BLK HRH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2,02 SHEET # GRP2 0A I Wade Jurney Homes Product Approvals NOA Index Sheet tr LL Z Component Model/Series Product Approval Design Impact Resist. Attachment method uP aarea:rasaoto Approval# Date Pressures TAMKOBldg. Products,Inc, Asphalt Shingles Roofing 3-Tab Glass Seal Elte FL183551 12/12/2017 N/A Standard fastening Pattern. (For use on decks with slopes 2 in. per footto 21 in. perfoot) One fastener 1 in. back from each end and one 12 in, back from each end of the shingle for a total of 4 fasteners, Q; (/ C Roof For slopes from 4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be sY LL. Covering Imerwrap Underlayments Roofing RhinoroofU20 FL15216,1 12/12/2017 N/A 4"and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope (less than 4:12) applications it is recommended to overlap 50% plus )"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 roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8' head x I' leg roofing nails (ring shank preferred, smooth leg acceptable). C C C LL < Q Fiberglass Swing door FiherglassRenal FL15225.5 9/21/2018 61 III Yes Jamb, Head, and Threshold Fasteners for this unit include #10 Wood Screws or 1/4" Tapcons, APhysical Shim must be placed in Shim Space at each anchor location. Tapcon edge distance MIN 2-1/2 . Wood Screw edge distance MIN 3/4 , nottoexceed 6 O.C. Therma-Tru L' Attach door bracket to jamb w/5/16" x 15/8" lag screws not to exceed 24" O.C.. Door Jamb to be minimum 26 structural grade lumber. Vinal or Doors Wayne Dalton Overhead Double Door Series910D FL9174.6 2/13/2018 39.2 43.7 Yes wood door stop nailed at maximun of 6" O.0 must overlap top and both ends of panels min 7/16" 1p meet negative pressures. L C FOR INSTALLATION THROUGH 1XBUCK T000NCRETE/MASONRY, OR DIRECTLY INTO CONCRETUMASONRY,USE 1/4INCH ELCOTAPCONSOF Ply Gem Windows Sliding Glass d000r Door Series4780 FL146341 10/17/2017 50 50 No SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT 4 c L Ply Gem Windows Vinyl Fixed Window Series1500 F1.16104.1 12/27/2017 SS 56 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 i" 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 LX C LL L Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window corners 4" or nearest hole Bldg framing LL LL Penetration i" min, (local code may dictate) Min, Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min, Corrosion -Resistant Screw Size #8 _ Windows Ply Gem Windows Vinyl Single Hung Window 5eries1S00 11.16103.1 j 12/27/2017 50 50 No or larger Pan Head C Ply Gem Windows Vinyl Integral Mull iTwin&Triple) Window Series1500 FL161001 10/17/2017 50 50 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) min. (localcode may dictate) Min. Corrosion -Resistant Nail Size 3/8' Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or larger Pan Head G G C LL G LL LL Ply Gem Siding Mastic Vinyl Siding Mastic Eclipse 4,5" Dutch tap FL23885.1 12/12/2017 716 -73.6 Yes Allow a min. of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples should be placed approx. 12" to 16"apart Leave a min. of 1/4" clearance at all openings and stops to allow for normal expansion and contraetion, Panels should beoverlapper-d approx. I". Fasten panels approx. 8" or more from the overlap seam, Siding Nails are galvanized steel roofing nails, long, with 1/8" diameter shanks, and 3/8" dia. Heads.16" vertical nail spacing, )" horizontal nail spacing. I- C L PlyGem Siding Mastic Vinyl Siding Board and Batten Vertical Vinyl Siding FL23885.1 12/12/2017 96,6 -96.6 Yes V G _ Ply Gem Siding Mastic Vinyl Skiing Cedar Discovery Shake F123885.1 12/12/2017 494 -49.4 Yes Nails are galvanized steel roofing nails, l-1/2"long, with 118"diameter shanks, and 3/8"dia, Heads. 18" (shake) vertical nail spacing. 8" horizontal nail spacing. C L G Shutter Hurricane Storm Panel MFGINC. 24 Gauge Galvanized Steel Storm Panel FL16293.1 11/2/2017 20 20 Yes 1/4" diameter screw shall have a minimum embedment depth of 11/2" and have a spacing of 12" o.c. Nails are galvanized steel roofing nails,)-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads • Or • Staples with 1" long legs X 1/16" (16 GA) Dia. in each nail hem. > L C LL Soffit Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) F1233521 12/12/2017 132.8 35.1 N/A Aluminum Coils, Inc, Aluminum Soffit FL12194.1 12/15/2017 80 op No 12" T-4/ 16" Q-4 Aluminum HTSoffik Channel at the walla/4" x 1/4" crown staple in a diamond pattern at 24" O.C. Soffit side 3/4" z 1/4" crown staple at8"O.C, Faciacapl3/4"x0721/4"heatltrimnallat48"O,C. United Steel Production Co Wood Connectors HD28-21F 1 12/21/2017 (14) 0.162" x3-1/2" Long (16d) Nails into Header; (6) 0.148" z3" Long 110d) Nails into Joist United Steel Production Co Wood Connectors HD0210.2iF FL17241.8 8/14/2018 (14) 0.162" x31/2" Long (16d) Nails into Header, (6) 0.148" z3" Long110d) Nails into Joist - Z f- UnitedSteelProductionCo Wood Connectors MSTA48 FL17244.17 10/17/2019 (26)0,148"z2.1/2"Long Nail§ v d United Steel Production Co Wood Connectors RT16A FL17236.11 2/13/2018 (9)0,148"x1-1/2" Long (10d) Nails into truss/rafter;(8)0,148"z3"Long 110tl)Nails into Plate C u United Steel Production Co Wood Connectors MTW16 FL17244.7 10/17/2019 (14) 0.148" x 3" Long Nails or(14)0.148"z1•V?Wing Nails � United Steel Production Co Wood Connectors MTW12 FL17244.7 10/17/2019 (14)0.148"x3" Long Nails or(14)0.148"xl•1/t"Long Nails u United Steel Production Co Wood Connectors HTr45 FL173241 8/13/2017 Install Directly to framing with 10dCommon or16dx2-1/2"Pnuematic United Steel Production Co Wood Connectors MSTC40 FL17244.27 10/17/2019 (52) 0.148" x3" Long Nails Minimum F C United Steel Production Co Wood Connectors MSTC66 FL1724411 10/17/2019 (72)0.148"x3"Long Nails Minimum u United Steel Production Co Wood Connectors STAD14 FL312493 12/21/2017 (3810.148"x3.1/4"Long Nails Structural Components u U 0 United Steel Production Co Wood Connectors ADTT-TZ FL17324.1 12/21/2017 WS8•EXTwoodscrew or3/8"HDGlag screw United Steel Production Co Wood Connectors MPAI F11724413 10/17/2019 (12)0.131"x1-1/2"Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236,10 2/13/2018 (510.131"x1-1/2"Long Nails into truss/rafter;(5)0.131"x2.19"Long Nails into Plate C United Steel Production Co Wood Connectors MAT F1.20872.1 12/12/2017 (5) 0.131" x 1-1/2" Long Nails into truss/rafter, (5) 0.131" x 1-1/2" Long Nails into Plate SEP 2 4 2020 j United Steel Production Co Wood Connectors RUA FL17236;10 2/13/2018 (5)0.131"z2.1/2"Long Nails into truss/rafter;(5)0,131"z2-1/2"Long Nails into Plate 0 er as - ,o��� o°act-id` 'z. � rvo 77824 - United Steel Production Co Wood Connectors C44 1 10/11/2016 (5) 0.162" x 3-1/2" Long Nails into Beam; (6) 0.162" x 3-1/2" Long Nails into Post United Steel Production Co Wood Connectors CBE44 FL22052,1 8/13/2018 (12)0.162"z3.1/2"Long Nails into post United Steel Production Co Wood Connectors FA4 112/21/2017 (3)0.148"xl-1/2" Long Nails into side ofsill plate; (3)0.148"z1-1/2"Long Nallsinto top ofsill plate tl "°• ? Pe OF y a f a`o°g;�70fVri'�`��,�`�� United Steel Production Co Wood Connectors RS14.100 F1.17244,28 10/14/2019 Installed directly to Framing, (36) Min. 10d x 1-1/2" with 10d Common orl6dSinker, United Steel Production Co Wood Connectors KST272 F1.17244.14 10/14/2019 (641 Min, 0,162" z3-1/2" Long Ali i4)1/4 zl•3/4 Powers WedgebohtaCMU,(SIMin.0,148 x3.1�2 lorgNailstotruss/rafter, Provide 4" Embedment into CMUand fasten towood component using l0 0,148"x1Y,"Nails United Steel Production Co Wood Connectors HTWM16 1 1212 2017 / / United Steel Production Co Wood Anchor HTA16 FL17680A 12/12/2017 Provide (4)1/4"x1-3/4"DewahScrewboh+oreq. into CMUandfasten to wood componentusing (41114"dia,xI%"long Wood Screws United Steel Production Co Wood Anchor HGAM10 FL176991 12/12/2017 IIII�II��IlII CENTIURY 6 eeae4-� MORE HOME m LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 o� C� C� ®C v 4� C� CL m REVIEWED s c STAI LO cn � 0 M O J C)Z a) U- (� N UJ ® Z L= > i a °000 o 0 o 0 U Q coMLL PLAN # / ORIENTATION r 1 D L� SERIES NAME: DIAMOND PLAN NAME: 3511246 6LK LAST REVISION 2,02 SHEET # GRP21,0 dll�A���lll� CENTURY MORE HOME . LESS MOPIE) 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Z m Q V LOL O J 3 N a N � L �Lr' oa O O z N N LL C7 D = a CON o a COO o oa O U Q W LL PLAN # / ORIENTATION eli.i 1202 BLK /RH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2.02 SHEET # GRP21,2 CEMENTITIOUS - FINISH LAPSIDING i V) w z_ ^J^ L.L V) Lu 2 F- 0 w F- w z O a (E?J rpm I SHINGLES AS SPECIFIED ~ o SHINGLES AS SPECIFIED L4'�� z [Ell IST FLOOR F IN IN F, Mill I 1 FRONT ELEVAT10N'BII 114 -1-0 AT 22 X 34 LAYOUT 118 -1-0 AT 11 X 17 LAYOUT s cli Q� 4.•11 SHINGLES N SPECIFIED 1STFLOORPL HT ( n a Y - i T - J CEMENTITIOUS' " \i _ ♦ , - ❑ _ o - \ - - ``FINISH 00 n- - 4- - y _ ♦'T � L r f _ 1ST FLOOR FIN, FLR, REAR ELEVATION'B' U 114" = V-0" AT 22" X 34" LAYOUT 118" = V-0" AT I I" X 17" LAYOUT FINISHCEMENTfiIOU PC HT \�\1ST FLOOR PL,HT. L on '.y v ♦- _: t. i > , { _ _ '� \ Ian r O Ik CD Q 00 n ,t� t \'-. .. f J ro f t - j L ..♦ ,` t - .) ].- t. =t •�. Lu m _ Y. A _ 71 ` Lu N. FLR,. T _ 1ST FLOOR FIN, FLR -- r � _-- w W F— N Q J d V) c� W SHINGLES AS SPECIFIED w 1ST FLOOR PL HT. � { / I Z' ) _ T /� - 4`H � _ ♦ T > _ r •t' 1 '` , ♦KY I 1 ♦ A _ i CEMENTITIOUS _ ♦ 4 C CD ♦ T `1 1 ♦ FINISH00 J _ _ _ - • _ _ '' S - _ co Lu s%% E5 G. F � J FIGHT ELEVATION'B' 4;°ENS 4 e® C * N 77824 114" =1'-0" AT 22" X 34" LAYOUT d 118" =1' 0" AT 11" X 17" LAYOUT ` ` S TE °F :� `or�Ss O R I ..a GO��® 0NA iee°%%% il��ll�I���lI I;ttr�anF*rF tNT �$� Way° MORE HOME < LESS MONEN 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 `171 M `e r®e ®e DC �. weer' Wl REVIEWED FOR � Com IIIANCE ,*'LJCIE CQUNTY ,, ° BOCG Y cr O �6 O LL O Z (y) CA C Q c °'00 o o u O U Q co LLL PLAN g 6&VTATION 1202 BLIK RH" SERIES NAME: DIAMOND PLAN NAME:: 3511246 BLK LAST REVISION 2.02 SHEET # GRP22e3 �III���Iflil� CENTURY MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 LA z m Q � N J d d 1� GC O t� O C9C � o T m co N O °- a -2 a. C) O Z LL O w mo 00 O L o a O U Q co LL PLAN # / ORIENTATION 1202 BLK /RH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2,02 SHEET # GRP2 33 �■I■IllI■Ii� ° ° a. A e. W. n n N LLJ v W A e d, '° d A SGD THRESHOLD DETAIL R703,8 Flashing, Approved couosion•resHfani flashing shall be appliecl shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of wafer to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711, The flashing shall extend to the surface of the exterarwall finish. Approved corrosion• rasktantfloshings shall be Installed at all of the following locations: 1. Exterior window and door openings. Flash'mg at exterior window and door openings shall exlend to the surface of the exterior wall finish or to the water•resistive barrier for subsequent drainage. Flashing al exterior window and door openings shall be installed In accordance with one or more of the following or other approved method: 11 The fenestration manufacturer's written hashing instructions. 12 The flashing manufacturer's written installation instructions. 1,3 In accordance wtlh FMNAAMA 100, FMNAAMA 200, or FMNWDMA 250. 1.4 In accordance with the flashing method of a regislered design professional. 2. At the'mtersection of chimneys or other masonry construction with frame or stucco walls, with pro ecfing lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and silk. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs ahach to a wall or floor assembly ofwood-frame censlruction, 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 11121' =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 SGD JAMB DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT I I" X 17" LAYOUT I 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 ROOF FLASHING DETAIL VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL, "L" FLASHING ROOF UNDERLAYMENT CAP SHINGLE -APPLY WITH ADHESIVE (DO NOT NAIL) 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT P "OF TRUSSES (SEE PLANS) SHEATHING SIDING PER ELEVATION Ln W z V) ES w H O O H 0 W g w z O H Q O Li— z w 2 0 Q 0 w W W O z to a z Q J z O W F— U WEATHER RESISTANT BARRIER V) G.I. FLASHING (EXTEND 6" O ABV, TRIM BD) Q CLAD 2x TRIM BOARD (REFER TO a ELEVATION FOR SIZE) TRIM BD, TO LAP TOP OF BLOCK 2" �- 0 W G,I. FLASHING WI314" PROJECTION PAINTED CEMENTITIOUS FINISH Uj 8" BLOCK WALL OR WOOD STUD W Q FRAMING, REFER TO TRIM BD. LOCATION ON ELEVATIONS J TRIM BOARD DETAIL 1112" =14" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT Y 06 SEP 2 4 2020 W 77824 % a 4, 'I.L GL flll���I�Islf CENTURY MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 �n Q H W z O !'V a cn oc MEW W 1— REVIEWED FO r COMPLIA CE, 0,,UCIE COU Ty J BOCG M ,,^^ (0 rl (� q (� a)LLi �cr 0 `D O N LL O Z L ca O 2 �L CON 2 w o a m 0 0 o a O U Q M LL PLAN # / ORIENTATION 1202 BLK /RH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2.02 SHEET # GRP2 4,0 dl���II�IIIc CENTURY l Ile fttdi�� MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 m z ■ O N H W V Carlo o J co Y f6 N CL � �Lr' -a a O O O z N M V) LL c a O uj Coo O o U Q Co.O CO LL PLAN # / ORIENTATION 1202 BLK /RH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2.02 SHEET # GRP2 43 BATH 2 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT KITCHEN 2 =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT 3 0. BATH _ 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT FE07 KITCHEN 1 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT cn Lu a V) W H O O H w g cr- LJJ z O a O LL z W O Q Lu W_ L.L.I z V) a 0 z z O Lu V N O LL z W W w Lu a a J Y co SEP 2 4 2020 � ®® ;eeoau®®®rrr _ No 77824 t : ST E OF •„� R 1 O P:��C�dCr . ��s.c.< o CENTURY H MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 REVIEWED JPE COMP!L Ift LUCIE CC ROCC N Lo 0 r 0 0 M iiO CON 000 9 W I. O U F— Q W W 0 W a am Lo � M (7 � J N u- C w U 0 a`) 0 Q co LL PLAN # / ORIENTATION: 1202 BLK HRH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2.02 SHEET # GRP2 51 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 BE SET 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 IV OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 9B-3.0472. INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 1202 HOUSE LOAD CALCULATIONS ELECTRICAL LEGEND 9 OUTLET-110V OUTLET -TV 0 OUTLET-110V GROUND FAULT OUTLET -PHONE INTERRUPTER ct a OUTLET-110V GROUND FAULT C SWITCH -SINGLE POLE INTERRUPTER p WATER PROOF 2 SMALL APPLIANCE 1500VAEACH 3000 11( OUTLET -220V SWITCH -3WAY 1 LAUNDRY 1500VAEACH 1500 1200 SF GENERAL LIGHTING @ 3W / SQ. FT. 3600 4 SWITCH -4WAY 1 WATER HEATER 4500 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 1 DISPOSAL 690 0 TRASH COMPACTOR 0 1 MICROWAVES 1630 0 CENTRALVACUUM 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 SERVICE DISCONNECT u I I !3 ELECTRICAL -1ST FLOOR- ELEV F 11411=1'-0" AT 22" X 34" LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT 35,117 FIRST 10,000 @ 100 % 10000 REMAINDER @ 40 % (25,117) 10047 20047 HEAT LOAD 8750 W 5688 65% A/C LOAD 2.0 tons 3750 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 25,735 VA DEMAND LOAD AMPERES 107 @240V NEUTRAL DEMANDAMPERES 74 I � GARAGE DOOR WALL LIGHT OPENER PREWIRE 18" LIGHT BAR 1 OO FLUSH MOUNT COACH LIGHT - p SURFACE CAN LIGHT FRONT DOOR .COACH LIGHT • f1 REAR DOOR I I C:�*- _:�D OPTIONAL / \\ FAN PREWIRE 6 v FIXTURES SD SMOKE DETECTOR SIC SMOKE DETECTONCO2 BATHROOM EXHAUST FAN FLUORESCENT TX4'2LAMPS METER MAIN COMBO 150AW NEMA3R OR 200 AMP NEMA 3R I I WIRE SCHEDULE 200 AMP 1 TO POWER CO. TRANSFORMER INSIDE PANEL 2- #4 BARE COPPER 310 SERAL (FOR 150 AMP) 3 OR 410 SER AL (FOR 200 AMP) PER NEC 3 1 2, INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250,14 i GRADE TO POWER CO. TRANSFORMER BOND TO FOUNDATION STEELAS PERNEC 250.52(3) BY UTILITY COMPANY ELECTRICAL RISER DIAGRAM NOT TO SCALE PANEL SCHEDULE # # DESCRIPTION # 1 1 2 RANGE 40AMP #8 2 AHU WITH HEATER 50 AMP #6 3 3 4 4 5 DRYER 30AMP 410 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 1 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 15AW #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 Ilerll�il��ll 1[ J RY Uoly MORE HOME . LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC 00 2020 �JI p J� m 0® cz J Q LL u ■■■ *ROVIEWEL ,, CEDE COMP I/v ST. ILUCIE COUNTYa N socc° r o -R 6 (D o �LL o z Ln o z moo 2 O a O 0 O a O U Q CO LLL PLAN # / ORIENTATION 4 /0H il SERIES NAME: DIAMCIND PLAN NAME: 3511246 BiX LAST REVISION 2,02 SHEET # GRP2 6,2 THE STRUCTURE 15 DE516NED TO BE SELF 5UPPORTIN6 AND STABLE AFTER THE BUILDING 15 FIN15HED AND ALL PLAN, DETAIL, AND NOTE 5PEGIFIGATION5 HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROGEDURE5 AND 5EQUENGE TO INSURE THE SAFETY OF THE BUILDING AND 1T5 GOMPONENT5 DURING GON5TRUGTION. THI5 INGI-i BUT 15 NOT LIMITED TO, THE ADDITION OF NFGE-55ARY 5HORIN6, 5HEETI%, TEMPORARY 5RAGIN6, 6UY5, AND TIE-DOHN5. CONTRACTOR SHALL BE RE5PON51BLE FOR ALL 5HORIN5 AND BRAGIN6 REQUIRED TO 5TABILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TR1lGTURE5 AND 5Y5TEM5 DURING GOURSE OF DEMOLITION AND GONSTRUGTION OF THE PROJECT. • THE WOOD FRAME 5TRUGTURE OF THI5 UNIT/MODEL 15 DE516NED TO RE515T LATERAL LOADIN65 A5 PERMITTED BY 5EGTION 4.3.5 OF THE 5PEGIAL DE51614 PROV1510N5 FOR WIND AND 5E15MIG (50PH5). MULHERN+KULP HA5 UTILIZED THE FORGE TRANSFER AROUND OPENIN65 METHODOLOGY PER THE REQUIREMENT5 5ET FORTH IN 5EGTION 4.55.2. A5 5UGH, HALLS WITH OPENIN65 ARE GON5IDERED A 51N5LF 5TRUGTURAL PANEL AND MAY NOT REQUIRE HOLDDOW� ADJACENT TO EAGH HINDON/DOOR OPENING. • 5HEARHALL5 U5ED IN THE DE516N OF THE 5TRUGTURE ART. DE516NED TO RE515T BOTH SHEAR AND UPLIFT, A PERMITTED THROUGH 5EGTION 4.4 OF THE 50PN5. A5 SUGII, STUD GLIP5 ARE NOT REQUIRED, EXPECT WHERE NOTED Ot, PLAN TO RE515T EXCESS UPLIFT LOAD THAT HA5 NOT BEP- RE50LVED THROUGH THE EXTERIOR 5HEATHIN6 FA5TENEIU AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TERMITE PROTECTION SHALL BE PROVIDED BY RE615TERE1) TERMITIGIDE5, NHIGH MAY INCLUDE SOIL -APPLIED TERMITIGIDE5, BAITING 5Y5TEM5 OR TERMITIGIDE5 APPLIED TO HOOD, OR OTHER APPROVED METH005 OF TERMITE PROTECTION LABELED FOR U5E A5 A PREVENTATIVE TREATMENT TO NEW GON5TRUGTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE CERTIFICATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE 155UED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOGUMEN HILL BE LEFT FOR THE BUILDER WITH THE PAPERWORK. PAGKA6E AT THE JOB 51TE'5 PERMIT BOARD BY THE LIGEN5ED PEST CONTROL COMPANY. IT HILL CONTAIN THE FOLLONIN6 STATEMENT: "THE BUILDING HA5 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULE5 AND LAW5 E5TABL15HED BY THE FLORIDA DEPARTMENT OF A61RIGULTURE AND GON5UMER 5ERVIGE63 LATERAL BRACING 4 WALL SHEATHING SPECIFICATIONS THI5 MODEL HAS BEEN ENGINEERED TO RE515T LATERAL FORGES RE5ULTIN6 FROM UP TO 160 MPH WIND SPEED, EXP. G R15K GATEC70RY II d 5EI5MIG GATEGORIE5 A/B. ENGLO5ED, 0.18 INTERNAL PRESSURE GOEFF. ENGINEERED DE516N WAS GOMPLETED PER THE 6TH EDITION 2011 FLORIDA RESIDENTIAL 8 BUILDING GODE5 (5EGTION5 R301.1.3 (RES) if 160q (BUILDING)) It A5GE 1-10 5TANDARD EXTERIOR WALL 5HEATHIN5 REQUIREMENTS: 5HEATH ALL EXTERIOR WOOD FRAMED HALL5 w/ 1/2" PLYWOOD OR 055 FA5TENED W/ 2Ya''XO.131" NAIL5 ® 6" O.G. ALONG PANEL ED6E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANEL5 SHALL BE ORIENTED VERTIGALL (LONG DIRECTION PARALLEL TO 5TU05) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKIN5 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EPOE5 4 EDGE FA5TENIN5. 2. ALL 5TRUGTURAL PANELS ARE TO BE DIREGTLY APPLIED TO 5TUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATTHING SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR HALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3142"xO.131" NAIL5 9 16"o.c. U5E (8) 3V2 XO.131" NAIL5 9 EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR WALL5 EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. b. SEE ARGHITEGTURAL ORAHIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 1. ALL EXTERIOR WALLS -GON5IDERED A5 SHEAR HALL5. 8. NHERE PANEL5 ARE APPLIED TO BOTH FAGE5 OF WALL, PA JOINTS SHALL BE OFFSET TO FALL. ON DIFFERENT FRAMING MEMBER5. INDICATES LOCATION AND EXTENT OF 5HEARWALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STANDARD GON5TRUGTION 5YM130L SHEAR PANEL SPEC. 1/2" PLYWOOD OR 05B FASTENED w/ P3 2V211xO.131" NAILS @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 ASSEMBLY. HOLD-DOWN SCHEDULE 5YMBOL 5PEGIFIGATION ® HO-1 05P HTT45 HOLDOWN' FA5TEN BUILT-UP P05T5 SUPPORTING ROOF 6.T. TO GMU NALL w/ (1) 1 ® 5T-1 M5TGM40 STRAP w/ (14)Ya" DIA x 2144" LONG TAPGON5 INTO GMU. (USE ONE STRAP TOTAL PER BUILT-UP P05T, U.N.0) '"ALTERNATIVE TO 5TB16 ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOEDOWN UTILIZING THREADED ROD (REFER TO USP 5PEGIFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY 5Y5TEM PER MANUR REGOMMENDATION5. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOGATE EPDXY-5ET ANGHOR5 HITHIN 1 %" OF FACE O�l CONCRETE FOUNDATION HALL GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING GORE. • FOOTING DE516N - THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • FASTEN 51LL PLATE5 TO FOUNDATION WALLS WITH 112" DIA. ANCHOR BOLTS 0 4'-0" o.c. w/ T' MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) 5TRAP5 w/51PAGIN6 PER MANUR PROVIDE A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAXIMUM FROM PLATE ENDS (5EE FND DETAILS). • ALL LUMBER EXF05ED TO HEATHER OR IN CONTACT N1 CONCRETE OR MA50NRY FOUNDATION SHALL 13E PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN GONTAGT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 9UPPLIER5 TO GOORD. • CONCRETE DE516N BA5ED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE-551VE 5TREN6TH5 IN 28 DAY5, U.N.O.: f'c = 2,900 psi:....... FOOTINC75 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GON(,RETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. PROVIDE CONTROL JOINT5 AT ALL IN51DE 6ORNER5 OF SLAB EDC-E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. (10'-0" O.G. REGOMMENDED, 15'-0" MAX) • MINIMUM L AP SPLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX %" AGGREGATE • GONGRETE MA50NRY UNIT5 SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN67TH OF HOO P51 (F'N4 = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU 0E516N BASED ON. AGI 530/530.1 REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORGED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP NALL AND SHALL ALIGN WITH FOOTING DONEL BELON. PROVIDE MIN 30" LAP 5PLIGE KITH FOOTING DONEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENINGS AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8--0" O.G. IN EXTERIOR HALL5. (A5 SHOWN ON PLAN5) • ROUGH OPENIN65 ARE: NOT SPECIFIED ON BLOCK PLAN - 5EE ARCHITECTURAL PLANS. • ARCHITECT/BUILDER TO REVIEH 4 VERIFY ALL BLOCK PLAN DIMEN51ON5 PRIOR TO CONSTRUCTION. FLJ� _ JM 2018 GARAGE 5LAB 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIR6IN 501L PORCH 5LAB 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIR61N 501L 5LAB ON ORADE 3 1/2" GONG. SLAB H/ ii WI.4xl.4 WWF (OR FIBER MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIR61N 501L FLOOR FRAMING • I-JO15T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANOER5 5HALL BE 5PEGIFIED BY I-JO15T /TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15VTR.U55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE ED5E5, FA5TEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"4.131" NAILS 6" O.G. AT PANEL. E06E5 4 12" O.G. AT INTERMEDIATE 5UPPORT5. ROOF FRAMING • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'5 BG51 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED WOOD TR155E5." • 5EE ROOF TRU55 UPLIFT GONNFGTOR 5GHEDULE FOR ALL ROOF TRU55 CONNEGTOR5. • ROOF SHEATHING SHALL BE 1/I6" MIN. 0513/PLYNOOD SHEATHING 2%, EXP05URE I. FASTEN SHEATHING To ROOF MEMBERS w/ R5R5-0I (2-Ye"x0.113' RING 5HANK) NAIL5 9 b" O.G. 9 PAN11 ED6E5 4 9 b' O.G. IN FIELD. PROVIDE "H" 5TYLE GLIP5 ALON6 UN5UPPORIID E06E5. FA5TEN 5HEATHIN6 TO GABLE END 4 DRAG TR 65E5 W R51R5-01 NAIL5 9 Y O.G. • ROOF SHEATHING FOR MAIN ROOF IRUE-6B 5HALL EXTEND GONTINUOU51-Y UNDER ALL OVERFRAMINC TRU55 ALL LARGE VALLEY 5ET5. I WEN EACH END TO TRU% BELOW W U5P MTN12 AND (2) 3"x0.131" TOENAILS "io EACH 7RU55 BETNEEN. FOR 5MALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMING 9 24' O.G. FASTENED TO TRU55 BELON W U5P MTY412 4 (2) 3'4.131' TOENAILS EA. END (MAX. 4' LENGTH BETHEN 5UPPORT POINTS) • ALL METAL HAN6ER5 5HALL BE SPECIFIED BY THE TRU% MANUFACTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU% SHOP OW65. 90a a SUBMITTED TO ARCH 4 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. o SUPPORT PORCH 4 SHORT SPAN ROOF TRU%E5 W 2x4 LEDGER FASTENED TO FRAMING P42) 3"xO.131' NAIL5 9 16" O.G. ((3) 3'x0.131" NAIL5 9 24' OL) Mr -m- MT. ,I�. IIr • III I- IIr r •� - I I I - . / IMI I�• ICrr I I: rr I�u�i Ir`r B. trl `'��•� I� Yili l.. [1Ci0 Window $ Door Allowable And Pre55ure5 UP TO 160 MPH Wind Zone Ex G, Ri5k Gat II, Endo5ec 0.18 Internal Pre55ure Goeff. OPENING 51ZE INTERIOR ZONE5 END ZONE5 5-0" X II DOOR 0 +35.6 P5F/-38.8 P5F @+35.6 P5F/-465 P5F 2'-0" X 3'-0" NNDH BI +31.3 P5F/-405 P5F B2 +31.3 P5F/-4q.g8 P5F 3'-0" X 51-0" HNDW @ +36.5 P5F/-3q.6 P5F G2 +3bS P5F/-482 P5F V-0" X 1'-0" DOOR DI +332 P5F/-36.3 P51F @ +332 P5F/-41.1 P5F 16'-0" X 1'-0" DOOR EI +313 P5F/-34.8 P5F E2 +51.1 P5F/-38.6 P5F 61-0" X 6'-8" 5.6D. F1 +32.4 P5F/-35.4 P5F F2 +32.4 P5F/-412 P5F m 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 an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. • DE516N 15 BA5ED ON: bth EDITION (2011) FLORIDA BUILDING GORE. • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DE516N 5PEGIROATION FOR WOOD GON5TRUGTION" - LATE5T EDITION. • DE51614 LOAD5: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F 9 5LEEPIN6 AREAS) DEAD = 10 P5F (I-JOI5T5 4 50LID 5ANN) (20 P5F 9 TILE) LATERAL (5EE NOTE-5) 5EI5MIG (SEE NOTE5) 501L 5EE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FA5TENER REQUIREMENTS ARE NOTED IN 5TANDAR0' GONNEGTIION5 TABLE (IRG TABLE RbO2.30)) OR ON PLANS. ALL NAILS 5PEGIFIED ARE MIN DIAMETER AND LENGTH RE(UIRED FOR CONNECTION. ALL HANGER NAIL5 5HALL BE I%TALLEI> PER MANUFACTURER'S REQUIREMENTS FOR MAX CHARTED (,APAGITY. NOTE: HAN6ER5 USE COMMON NAIL DIAMETER-5 NOT T) PIGA FRAMING 6UN NAIL5. • EXT. 4 INT. BR6 WALL5 5HALL BE 2x4 (UNLE55 NOTED 0THERHI5E ON PLAN) o 16" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR 1 [ETTER, U.N.O, WALL5 OVER q' TALL SHALL BE PER PLAN • ALL HEADERS, 6EAM5 4 OTTER 5TRUGTURAL MEMBERS SHALL 19E 5PRUGE-PINE-FIR #2 (5PF) OR 50VTHERN PINE #2 (5YP) LUMBEK, OR BETTER (KILN -DRIED). ALL HEADER5 HAVE BEN 0E516fED BA5ED ON GALGULATED LOAD5 4 51ZED ACCORDINGLY. CODE TAB1-E5 HAVE NOT BEEN USED. • ALL NON -BEARING INTERIOR 5TUD HALLS 5HALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS 51PAGED a 24" O.G. (MAX., U.N.0) • HEADER5 IN NON -LOAD BEARING NALL5 SHALL I iE: (1)2x4/6 FLAT 0 OPENIN65 UP TO 4', (2)2x4/6 FLAT UP TO 8" ALL FRAMING LUMBER 13HALL BE DRIED TO 15% MG (KI)-15). • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: L5L' - Fb=2325 psi; Fv=310 psi; E=1.55x10"b psi • 'LVL' - Fb=2600 psi; Fv=285 psl; E=2.OXIOA6 psl • FOR 2 4 3 PLY BEAMS OF EQUAL NIDTH, FA5TEN PLIES TOGETHER NIT H 3 RONS OF 311x0.120" NAIL5 o 8" 0/6 OR 2 ROW) Y4"012" U5P HOOD 5GREN5 (OR E�VY TRU55LOK 5GREW5) a 16" OIC U5E A MINIMUM OF 3 ROB FOR BEAM DEPTHS OF 14" OR < ,RAATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY GONDi I ION. LOCATE TOP 4 BOTTOM NAIL5/5GREN5 2" FROM EDGE. 50LID 3,V2" OR 5%q" BEAMS ARE ACCEPTABLE. 12 RON5 OF NAIL5 FOR 2xb 4 2x8 MEMBER5. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES Ta-NETHER HITH 3 RON5 OFYa°xb" i HOOD 5GREW5 (OR 6 Y4" I RU55LOK 5GREW5) a 16" OIG. USE A MINIMUM OF 4 RON5 FOR f 4-AM DEPTH'i OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGF5 (ONE WE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREH5 2" FROM EDGE. A SOLID T' BEAM 15 ACCEPTABLE. • ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK 51 ID 4 (1)2x KING 5TUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INT >IGATE5 THE: NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • FOR 5TUD P05T GROUP5 5PEGIFIED ON PLANS A5 (4),(5) OR ((9), FASTEN PLYS w/(20'4.131" NAIL5 o 6" O.G. OR (2�314.120" NAIL5 a 4" O.G. (ALL PLYS, RILL HT. OF P05T) • PROVIDE 50LID BLOGKIN5 IN FLOOR 5Y5TEM UNDER ALL P05T5 GONTINUOU5 TO FWJBEARIN6. BLOGKIN6 TO MATCH P05T ABOVE. • FA5TEN 2x HOOD PLATES TO TOP FLANGE OF STEEL BEAMS WITH PA.F.'s ('HILTI' X-GF PINS OR EQUAL) o lb" O.G. 5TA66FRED, OR 1/2" DIA. BOLTS o 48" O.G. 5TAG6ERED. • ALL EXTERIOR 4x4 HOOD P05T5 SHALL HAVE U51P G44 GAP 4 PA44E 15A5E, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) DE5GRIPTION OF 131-06. ELEMENT 3"xO.131" NAIL5 3"x0.120" NAIL5 J015T TO 50LE PLATE 0) TOENAIL5 (3) TOE:NAIL5" 50LE PLATE TO JOI5T/E3LK'6. NAIL5 0 4" o.c. NAIL5 o 4" o.c. 5TUD TO 50LE PLATE 2 TOENAIL.5 (3) TOENAIL5* TOP OR 50LE PLATE TO 51UD 2 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAIL5 0 6" o.c! Eli BTHN. J015T5 TO TOP PL. F5TOENAII-5 (3) TOENAIL541 DOUBLE 5TUD NAIL5 0 24" o.c. NAIL5 o I6" o.c. DOUBLE TOP PLATE NAIL5 a 24" o.c. NAIL5 o 16" O.C. DOUBLE TOP PLATE LAP 5PLIGE g NAIL5 IN LAPPED AREA 11 NAIL5 IN LAPPED AREA TOP PLATE LAP o GORNEI 5 4 INTER5EGTIN6 NALLS (2) NAIL5 (2) NAIL5 * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", 5AME 5PA6IN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE'. * ARE 5HOWN) . REVIEWED Fa seal: S E P 2 4 2D2D enhaa�ep �® %s�°�g G. IN 7E24 - TE OF k/ 01 © copyright: MULHERN & KULP Structural Engineering, Inc CLED z _z ® J R LYJ W N /CD -a_ d �� W a ®®®s a i® o F_ ® C� + V a 13 ®a c_ o� 11J~ U9 :2 3 � -+ 3: 4' m 6 ¢� _J a_ z o ®ryry M ®J2 44 ® LD m V+ di oe p N o OFF Jr MA project number: 195-19004 projectni JSB drawn by: KAR issue date: 09-23-2C REVISIONS: date: initial: tit (� W a . Ld U 11 LL d I� O z in, J w Lo d D cD 1- Ld }z I > tx LU 1� oa 00LL sheet: SLAB FOUNDATION PLAN SCALE: I/8"=1'-0" (IINIT SHEET SIZE) ELEVATION B SCALE: 114"=l'-0" (22N54" SHEET SIZE) ROOF FRAMING PLAN 2 SCALE: I/8"=1'-0" (II"xll" SHEET SIZE) SCALE, 1/4"=l'-0" (22N54" SHEET SIZE) ATION B III ► I' " •11 •r-• I :III ♦ 1♦ �I\I\i•t 11� -,P►4_9l 11 vv I IC.-� -I \lu.••. 1:. in — 5EE DETAIL 6/501.0 FOR CORNER CONDITION CONNECTION SPECIFICATIONS (TYP. U.N.0) CONNECTION TYPE GAP.FASTENING TRU55 TO DBL TOP PLATE OR BM. PGONNECTORUPLIFT (9) z"X0.148' TO M)%, (8) YX0.148" TO PLATE GIRDER TR. TO P05T (SPAN 520') (20) 'X0.148" GI R TR. TO P05T SPAN >2 ' 22 2 .148" FLUSH BM. TO P05T I 20 3'X0.148" V TO B 82 5TICK—MILT OVERFRAMINC7 U5P MTW12 820# z X . 12"X0.1152- STUD TO T R-M s ROOF TRUSS TO GMU U5P HTAI6 1 1870 (9) 2"X0.148' ROOF GIRDER TR. OR ROOF FLUSH BM. TO GMU U5P HTAI6 ID JO# (CV 2'X0.148' LEGEND • �� INTERIOR BEARING WALL • �'__� BEARING WALL ABOVE • .. — BEAM / HEADER • 1�S TT.'�II lL i•1J y EXTENT OF OVERFRAMING • J L METAL HANGER • INDICATES SHEARWALL • INDICATES HOLDOWN REFER TO 50.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES GARAGE 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON Q5% GOMPAGTED FILLNIR6IN 501L PORCH 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL./VIR6IN 501L 5LAB ON GRADE 3 I/2" GONG. 5LAB W bxb NI AA A NNF (OR FIBER MESH ILO NNF) ON 5 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIRGIN 501L HOLD-DOWN SCHEDULE SYMBOL SPEGIFIGATION HO-1 LISP HTT45 HOLDONN• FASTEN BUILT—UP P05T5 SUPPORTING ROOF G.T. TO GMU WALL w/ (1) U5P 5T—I M5TGM4O 5TRAP W (14) A" VIA x 2Y4" LONG TAPGONS INTO GMU. (USE ONE STRAP TOTAL PER 13UILT—UP P05T, U.N.0) *ALTERNATIVE TO 5TBI6 ANCHOR BOLT SPEGIFICATION.. ANCHOR HOLDONN UTILIZING THREADED ROD (REFER TO U5P SPECIFIGATION FOR ANGHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P CIA —GEL 1000 EPDXY 5Y5TEM PER MANUF. REGOMMENDATIONS. PROVIDE W MIN. EMBEDMENT INTO GONGRETE. DO NOT LOGATE EPDXY-5ET ANGHORS WITHIN I %" OF FACE ON CONCRETE FOUNDATION HALL seal: SEP:2 4 2020 N S'�c•; yna ell No 824 C :4r S E iRk®P N�o�` C?% ©'OpYright: nN%& KULP Structural Engineering, Inc. 0 CD Z JW W N Z Z W 1 J � ZF cD e n crm c� x 5 LU h � � m 2e aE _JLU Z y m a M&K project number: 195-19004 projectmgr: JSB drawn by: KAR issue date: 09-23-20 REVISIONS: date: initiate a U z p na � Z w� LL �J L11 LL N} U W fx i I o a Li ! LL Cf) coLL sheet: RIGHT HAND Sl •OB GMU 5LOGxK FOUNDATION PLAN ( ELEVATION 5GALE: I/4"=1'-O" (22"x34" 5HEET 51ZE) 0 II MASONRY LINTEL DETAILS REINFORLEMENNT MARK DESIGNATION TOP BOTTOM SHEAR REIWORCB�EW 43-1 8F&05/0T -- r4a-2 6F6-IB/0T -- (1) #5 MB3 6FI6-IB/IT (1) #5 (U #5 M5 4 8FI6-26/ITiiiiii N �5 (7J w5 #3 VERTICAL TIES O 4 00 DE6REE HOOK T413 APPROVED LINTEL MANJFAGTi1REF5 ARE: GA5T-GREIE 4 QUALIT( PRECAST CO. t4QTE5, I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0' SHALL BE PRE5TRESSED. 2.51 FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL. REINFORCEMENT SHALL BE GRADE 60, fy=60 k91 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED 13Y DE516N. FOUNDATION • 01115 BASED ON ii EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ,4DEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE-5E FOUNDATION DESIGNS ARE 5TILL ADEQUATE. • FA5TEN 51LL PLATE-5 TO FOUNDATION WALL5 WITH 1/2" DIA. ANCHOR BOLT5 A 4'-0" o.c. W 1" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) 5TRAP5 w/5PAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE FND DETAILS). • ALL LUMBER EXP05ED TO WEATHf:R OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION 5HALL. BE PRESERVATIVE TREATED 5OUTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE5I5TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • GONGRETE DESIGN BA5ED ON AGI 30. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM COMPRE:351VE 5TREN6TH5 IN 25 DAY5, U.N.O.: Vic = 2,500 psl:....... FOOTINGS 2,500 p5l:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... RE13AR • ALL CONCRETE EXP05FD TO THE 1NEA"THER 5HALL NOT HAVE LE55 THAN 5% OR MORE TITAN 1% AIR 'ENTRAINMENT. • ALL FOOTINGS 5HALL BEAR AT LI�_A5T 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LW) ON GRADE SHALL BEAR ON VIRGIN 501L OR 95% COMPACTED FILL. • PROVIDE CONTROL Jr IINT5 AT ALL INSIDE GORNER5 OF 5LAB EDGES, AND OTHER L, )GATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. (10'-0" ().C. RECOMMENDED, I5-0" MAX.) • MINIMUM LAP 5PLIGE` r ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. o HOOK5 514ALL BE PROVIDED AT D15CONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P5I W MAX %5" AGGREGATE ® GONGRETE MA50NRY UNITS 5HALL BE A5TM G90 WITH A MINIMUM GOMPRE551VE 5TREN6TH OF 1900 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 :xy REINFORGEI> GMU GORES (A5 INDICATED ON PLAN) 5HALL ED BE REINFORCED W (I) #5 BAR VERTICAL. BAR SHALL EXTEND Wo BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DCAEL BELOW. PROVIDE MIN 30" LAP 5PLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED CMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE G04TINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR (,,ROUTED 501-.I1) ON EACH 51DE OF ALL MASONRY OPENINGS AND AT ALL WALL GORNERS. ® VERTICAL REINFORCI MENT 5HALL. BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY -,ELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALL5. (Are SHOWN ON PLANS) • ROUGH OPENIN65 ARE NOT 5PECIFIED ON BLOCK PLAN - 5EE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDER 10 REVIEW 4 VERIFY ALL } DIMENSIONS PRIOR To GON5TRUGTION. FILE C seal: SEP 2 4 Z020 nneao�ev�� e No 7 824 �g t HST E OF \�4✓.0 ii NA!- © copyright 1f0& KULP ^ Structural Engineering, Inc CD z _J w �w �z o �w z �w a w Q a ® � o ors - ♦ y `U � CID ® —4 ® 6 ®�Z oq W y W N ® EC co cn a M&K project number: 1 95-] 9004. projectmgr: JSB drawn by: KAR issue date: 09-23-20 REVISIONS: date: initial: Z n 2 U 0 z a. wLo L' Q a� LL u) � U J Lo 0 a 00U. sheet: RIGHT HAND S►�.�LJ Cl / HEEL HT. 8 GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GNU WALL- -SEE PLAN FOR VERT. d HORZ. REINF. 5PE65 O I I PROVIDE 5OLID SHIM BETW'N TRUSS d CONNECTOR IF TRUS`' LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Yz" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL F. BY WINDOWUDOOR MANUFACTURER SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TLIRE BARRIER PLATE (U5P NOPI OR SIM) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 CATS ® Ib"o c. FASTENED TO GABLE END TRU55 w/ (2)3"XO.131" TOENAILS. PROVIDE (1) U5P RT3A CLIP o OVERHANGS > 12" GABLE END VERTICAL WEB REINFORGING AS REQURIED BY TRU55 MANUF. U5P HGAMIO CLIP o 3b"o.c. EXTERIOR 5HEATHIN6 EDGE NAILING - 2)Tx0.131 NAILS ® b"o G. PROVIDE M015TURE— BARRIER PLATE BELOW WOOD MEMBERS ON GMU (U5P NOPI OR SIM) 8" GMU BOND BEAM W— (1) #5 BAR GONT. 8 RBNF. GMU WALL -SEE PLAN FOR VERT. S HORZ. REINF. 5PEG5 — I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MA50NRY W/ (1) RON OF Wb"x4" TAPGON5 6" FROM EN05 AND Ib" O.G. MAX. TAPCON5 TO BE I-Y2" MIN. FROM EDGE OF BUGK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN TH15 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. EA. 5000E-551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. 5. ADDI-IONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 0= 2-)�"x0.131" NAILS o Ib" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFAGTURERS SPECS. 6. FA5TENIN6 SPECIFICATIONS ARE MINIMUMS. ANY FA5TENING REQUIREMENTS PROVIDED BY THE MANUFACTURER WHICH ARE GREATER THAN TH05E SPECIFIED SHALL 5UPER5EDE TH05E OF NOTES 1-5. FASTEN 5HEATHING TO 2x4 BLOCKING W 2 %"xO.113" RING SHANK NAILS o b"o.c. ROOF 5HTG SHALL BE GONT. 24" MIN 2x4 BRACE w/2x4 T-BRAGE, SPACED ® 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Ya'x0.131" NAILS ® 12" O.G. -VERT WALL REINF. TO EXTEND INTO BOND BEAM N%D 2x4 BLOCKING w/ N3 Ya x0.131" TOENAILS EACH END (4) 3 1/4"x0 NAILS t PROVIDE 2x4 BLOCKING 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETNEEN TRU55 BOTTOM CHORDS FASTEN DRYWALL TO BLOCKING w/5GREW5 /NAILS ® 6" O.G. 2x8x12" P.T. CENTER BUCK 14' DIA..J-BOLT" (SEE BEI-OH) 2X4 P.T. TOP Elk OF OPENING 2X8 P.T. BUCK EAGH SIDE OF OPENING PROVIDE (5)Y2" VIA. J-BOLT" N/ 5Y2" EMBEDMENT AT EACH DOOR BRAGKET, EACH 5112E OF DOOR. PROVIDE (Ii x 1(6- THICK WASHER WI/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) ' PROVIDE)" VIA. x 8" LONG U5P 5GREWBOLT OR APPROVED EQUAL IN PLACE OF J-BOLT IF M155M DURING GONSTRUGTIO I 11 rid—11.,r V - (1) #5 IN BOND BEAM i I (1) #5 BAR IN PPEGA5T LINTEL I (2) #515 VERTICAL IN GROJT FILLED CELL. IN WALL5 GREATER THAN 30" WIDE, ONLY (1) #5 15 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQV PER PLAN) ENTIRE GOLUMN TO BE GROUT FILLED 0'-O° PROVIDE # OF WHELS ® SLAB TO FIN. FL. MATCH VERT. DABS w/ 50" MIN LAP SPLICE NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES (ISE DOOR ZZVERT. REINFORCING DETAIL A we SEE DETAIL I FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ U5P HTWMIb TW15T STRAP. FASTEN STRAP TO GMU w/ (4)Ya" _ DIA. x 2,11 LONG POWERBOLT 5GREW5 PROVIDE M015TLIRE BARRIER PLATE 05P NOR OR SIM) EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES 0 EVERY MITRE PREGA5T OTHER BAY FASTENED TO GMU rv/ (3) CONCRETE LINTEL5 TO Ya" PIA. x 3,142" LONG TAPGON5. 5HARE ON BEARING' GNU COLUMN. FASTEN BLOCKING TO ROOF TRUSSES8'x8" W (2) 3Y4'xO.131" NAILS ® EA. END. BATT OR BLOWN — INSULATION PER ARCH FI13E%LA55 5HIN6LE5 OR TILE ROOF PER ARCH �� APA RATED S5HEATHINTRUCTURAL G -SEE NOTES 8" GNU BLOCK ($2011 FBG. bTH ED. R103.12.1: SOFFITS AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RE515TIN6 WIND LOADS SPECIFIED IN TABLES R3012(2) AND R3012(3) FOR W4LL5 U51N6 AN EFFEGTVVE WIND AREA OF 10 5QUARE FEET. NOTE COORDINATE SOFFIT OVERHAN65 WITH ARCH AND TRUSS MANUF, DRAWIN655 A)1L ER TO 501D FOR STRUGTINFORMATION —GEILING BOARD -SEE ARCH DT QNC,, SLAB: REFER. TO FOUNDATION DETAILS (FOI.0) d PLAN , . i.. 4 GRADE III=III-III-ll=1 LI=III=III-III—III- ;11=111=1I1=1I < 11-1111=1I1—''' `' -111—Ill-111=1 I� I-111=1 11=1 I f- 4 —I 1 I—Ill—i l 1 1=1 11=11 I- - '—III—III—I I ` I-1 I I-1 1=—III-1 GLEANI I 1 1 1 1=111=111 1 I� I l l.- ' 11=1 III —III —III - I' l l - IIII I MONOLITHIC FOUNDATION COMPACTED I.-0" STANDARDRD W/ (2) #5 HORIZ. GONT. ON FILL o MIN. CHAIRS (3" MIN. COVER) DENSITY S 1 • III TYPICAL I -STORY WALL SECTION B 5GALE: N.7.5. CONNECT END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ STANDARD HOOK REINF. MA50NRY LINTEL/ BEAM - SEE PLAN FOR SPECIFICATIONS. GROUT LINTEL ASSEMBLY SOLID 1%1 MAX. HEEL HT. MB-2 PRECAST LINTEL -SEE PLAN REINF. GROUTED 8"x8" GOLUMN w/ (1) #5 BAR (1) #5 BENT DOWEL — w/ STANDARD HOOK CONNECT EN05 OF MITRED MA50NRY LINTELS w/ (1) #5 BENT DOWEL PORCH CNN CORNER COLUMN DETAIL u .-n n i seal: SEP 2 4 2020 � to 9981E§pp�° ,J0 G. F,�?/ ®®°i N 77 824 ' f° t� O°.°° ST E OF rQtU s © mpyrighC M14IIA MgKUL'P Structural Engineering, Inc 0. CD z w LLI ® M cm z LLI ;W;. a z ¢: —1 � U F-• `1 JQ —1 w ' 11 ®J ~. '8 d U.1 ® JI mE ®I ? A ' M ¢ r- ® WI J< vl m Ih WI o N M&K project number: 1 95- 1 9004 projectmgr: ,JSB drawn by: KAR issue date: 09�23-20 REVISIONS: ■ date: Initial: BOND BEAM W UJ CONT. (1) #5 REBAR I®� �L = m+ CONNECT ENDS OF MITRED MA50NRY T LBEN ) OWEL DT --I Ld y�� INTER5EGTIN6 M5-2 LINTEL J� X J -ANGLE CUT AS LIJ ILL s 5HOWN ON PLAN VIEW ( } (� z L ��/ U �a 1� ® IL Co LL sheet: 8" GMU BLOCK 8' CMU CONCRETE LEDGE GAN 8" GMU BLOCK BLOCK TYP, SLAB ON GRADE: REPLACED GMU TYP, SLAB ON GRADE: Da 5 1/2" GONG. SLAB w/ bxb (1) #5 FROM FTC. BOTTOM COURSE CUT QJ #5 FROM FTC. TO BOND 3 I/2" GONG. SLAB wl bxb 0) FROM FTG' WI.4xl.4 WWF (OR FIBER MESH To BOND BEAM. To SLOPE OF GARAGE BEAM. SPLICE To BE MIN. IIII .4 WWF (OR FIBER MESH TO BOND BEAM. 5PLIGE TO BE MIN. SPLICE To BE MIN. ILO NW) ON b MIL VAPOR 301, GROUT CELL SLAB 30" GROUT CELL SOLID ILO KW) ON 6 MIL VAPOR 30" GROUT CELL BARRIER ON 4" MIN. N SOLID TYP. GARAGE SLAB" TYP. PORCH SLAB' BARRIER ON 4" MIN. 50LID GRANULAR FILL ON 95SK € 4' GONG. SLAB ON 4' 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON 45% GOMPAGTED FILL/VIRGIN SOIL MIN. GRANULAR FILL ON GRANULAR FILL ON 95% ?: COMPACTED FILL/VIRGIN 501L MATCH GMU &15% COMPACTED COMPACTED FILL/VIRGIN 501L . •_I LEDGE PER FI IR61N SOIL _ I/FDIO e z q _ :r g a g I-11 lll—LI—I z 111 111 —111 f GRAVE —I 1=1 I I. GRADE 111 ;1�[L—IlT 1=J 1=1J1=—I 1 1T=1 I =1 I f=—ll�--111 I :. I III= - _J 11=1 1=1 1=1 111 lll=Ll Y EX = 4 ;L-1 n-1 I 1�IL—�=1 1- 4 11=111=1 i �I-1T1--I n JOINT =1 f11I— _L=1 '4 11=1 I , III-1 n 1 —I I=1 f f 11 �I=1 11=-11I=-1_TI=1 .. Tf-1 IT1.1 — _ _ 1If-1� _I = _ I— MONOLITHIC FOUNDATION 1Tl—I�=1TI I— -f1T MONOLITHIC FOUNDATION GLEAN " i GLEAN —�- 1= pV (2a #5 HORIZ. GONT. ON GLEAN,: MONOLITHIC FOUNDATION COMPACTED CHAIRS (3" MIN. COVER) COMPACTED 1'-0. W/ (2) #5 HORIZ. GONT. ON COMPACTED I'-0' W/ (2) #5 HORIZ. GONT. ON 1'-0' FILL 0 95� 6HAIR5 (3 MIN. COVER) FILL 0 95% FILL 0 MIN. STANDARD MIN. CHAIRS (3" MIN. COVER) STANDARDRD MIN. STANDARD DENSITY WHERE 2ND STORY DENSITY WHERE 2ND STORY DENSITY OCCURS FTC. 5HALL BE OCCURS FTC. 5HALL BE OCCURS FT6STORY . SHALL BE I'-4" WIDE w/ (2) #5 BAR5 I'-4' WIDE vw/ (2) #5 BAR5 I'-4' WIDE w/ (2) #5 BAR5 DffN& SECTION W/ BLOCK DETAIL 16ARA6E CURB DETAIL C() E RIOR WALL I PORCH 5LAB DETAIL kT8 sG►Ltr NT8 sc�l.e. �ro GARAGE INTERIOR GARAGE SLAB -5EE DTL I/PDI.O MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. GONT. ON 12"W � CHAIR5 0" MIN. COVER) M N. TYPICAL THICKENED SLAB C® INTERIOR 6A 6E WALL 4 SCALE: HOUSE INTERIOR TYP. 51LL PLATE -5EE DTL I/FIXO INTERIOR BEARING 5LAB ON GRA t WALL/5HEAR WALL -51EE DTL 1/1=0I.01 2x P.T. BOTTOM PLATE w/ HILTI X-GF 12 Pb 5LAB ON GRADE PINS OR EGIUIUAL o 56" -5EE FND. PLAN 04. J;4 ,.e1z PLAIN CONG. THICKENED 5LA13 MONOLITHIC FOUNDATION W/ PLAIN GONG. THICKENED (SEE PLAN FOR 51ZE) (2) #5 HORIZ. GONT. ON 12"W SLAB �-CENTER FTC. ON CHAIRS 0' MIN. GOVER) MIN, (5EE PLAN FOR 51ZO WALL ABOVE TYPICAL THICKENED SLAB INTERIOR BEARING WALL SCALE: N.T.S. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THI5 HOME $ SHALL BE IMPLEMENTED IN 5PEGIEIG AND ARE ONLY REQUIRED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALL"( I ND I GATED DETAILS ARE NOT "GUT' ON T14E PLAN5. ("GUT") ON THE PLANS. TYP. EXT. WAIL BEYOND -5EE DTL 2/FDI.O —7-) Ti GARAGE SLAB 1 II -SEE DTL 2/FDI.O GRADE s I�—ICI III A', �I�I 12" 111DE GONG. i TRENCH FOOTING e b -REINFORCEMENT 1'-0' -5EE DTL I/FDI.O MIN. TYPICAL SLAB ON 61RADE PERIMETER POOTIN6 _@ 6A1RAI ENTRY REVIEWED f F CODE COMPLIN ST. LUCIE COUIV' BOCC GROUT LINTEL A55EM13LY 50LID--\ 0 BOND BEAM w/ V CONT. (1) #5 REBAR VINYL SOFFIT (AS GH05EN BY BUILDER) PRECAST LINTEL::.,' SHALL MEET R103.11.1 -5EE PLAN -INSTALL PER MANUF. SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP REINF. 6RAUTED CUT EVERY OTHER I" DEEP SAW CUT CONTROL JOINT WITHIN OF PER/ WALL w/ (1) #5 GMU COLUMN w/ WIRE OF W.W.F. 0 24 HOURS OF POUR MID -WAY INTO SLAB BENT DOWEL w/ 24" LEG5 (1) #5 BAR CONTROL JOINT -LOCATE JOINTS o SLAB CORNERS S OTHER AREAS WHERE CRACKS ARE LIKELY TO OCCUR (1) #5 FROM FT6. TO BOND TYP. PORCH 5LA13 -5EE 3/FOID 15MAX 15' MAX XN BEAM. SPLICE TO BE MIN. 30' GROUT GELL SOLID SLOPE PER PLAN SAWGUTS SLAB ON GRADE~- -5EE FIND. PLAN GRADE -Al ' ll1=ll1=11=ll1=1 II —III —III —III —III. . e... ' e II MI 1=1 IF - —1—I 11-1 9 r I I —III —III I I 1-1 I I —I 11—� I I--1 I I —I 11= A - MONOLITHIC 11 FOUNDATION W/ ;III, ;III-1 -1 (7a #5 HORIZ. GLEAN COMPACTED FILL o� I'-0' GONT. ON cFA STANDARD DENSITY MIN (MAIR5 (3" MIN. TYPICAL PORCH COLUMN (4v% TYPICAL CONTROL JOINT DETAIL O�(;ONN!I�CTION _ SCALE: 3/8"=1'-0" LOCATE ®1V TO IV o.c. OR SLAB ON GRADE CORNERS WHERE CRACKS LIKELY TO DEVELOP seal: 5E1'2 4 [ii[� �1A0® J G. rc, �III NO 77824 -0 1 8 E OF ,°40 m a`ss/OfVA � copyrig�h(I KW WJ`0&XULP pprry� Structural Engineering, Inc. 0 CD z_ J LLI W pNp ® Z o C7 m Z W a J � ¢ a rx � v� •g a m E J� voo yq m N OC M a MA project number. 195-19004 projectmgr: JSB drawn by: ]{AR issue date: 09-2 3-2 0 REVISIONS: date: initial: Z EL 2 rr�� Wi U �-t W a. z Q Io O r--, F- �n l0 0 LLJ J Q �_ Z_ LLI W ®Lo I O b LL C0 w LL sheet: . 1•