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HomeMy WebLinkAboutBuilding PlansCENTURY MORE HOME • LESS MONE) 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Z C30 'Q 2 W C=CD �_ a® co "Q J V') se 0 (a O C Ll co a) z uj o c) Ci 00 0 0�p,, u Q r-, LL PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET # GRP2 0.2 f 3 t AA 1'0'It hest of my c kllowl d41 Ods h1lnmatlo0 IIII t1 LII .P.111 olle.111 amolda"c wltltthe2019 ` Flori la n4 ldmg Code (6th. U�`C NG UIJIYI IYItIII(illII111.L tl1'C ZVIZDZV expressed of implied. ,-\ OF a i •4 F 16 -11 20 -21 /2 of 17'-41/211 I �I 12'-3" '10 1-[II 4'-0" l'-1112" 37'-11/2" PLUMBING PLAN ELEU'B' 1/4" =1'-0" AT 22" X 34" LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT 2'-1'1 F. } s10 "&Ml 'MORE HOME Lr:ss moNsy 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 m J: I o J C Oz Q vi LLI d' o O 0 0 a PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2102 SHEET # GRP20A J MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Q C) In. Q CD r O Z) 2 °co O 0 0 U PLAN # / ORIENTATION; 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET# GRP21,0 C E N T,,U RY °} M MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 CA" m _ Q J C1. LL o C6 J ® C z ®Lu TT 0 p co 0 U Q PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET # GRP21,2 i V NOV 0 9 2020 w G ,Rl�, z ,�����P���C•EN3R �2G;';,, � U *.: •• NO 77824 N :9 aC O •, STATE ,OF 4 , . w R I P r� O 0 w w w z r' O GV O B&B SIDING q'�1 SHINGLES AS SPECIFIED SHINGLES AS SPECIFIED -ter w N 11 c_ 1 CEMENTITIOUSFINISH? 1 ST FLOOR PL. HT. 1ST FLOOR PL HT, w I IN , IN ININ , , ., a a , r . ♦ J r , r _ ,l _ _ _ , , a IN IN IN _ _ I _ , .r , ` r. i 4 CEMENTITIOUS q a' 00 { _ �❑ ❑❑❑❑❑❑❑❑ FINISH a - F t - - -k - - - - t k - ry ` f 4 t , - - - ,n- - T - - - ' , " ) _ -.k - IN i v i r ♦00 a r +„ ♦ `'v , , a ,a , ,, , , IN-FF7❑ ❑ ❑ • ( a ♦ a r .. • a' b a , r r n r/. ( 1IN Lu ST FLOOR FIN, FLR, \— a ''- / — a * ram, r a o � , , `IN , 1STFLOOR FIN.FLR j w H 3 LEFT ELEVATION'B' ° 1 FRONT ELEVATION'B' 114": V-0" AT 22" X 34" LAYOUT Q 114" : V-0" AT 22" X 34" Lk(OUT 118" = V-0" AT I " X 17" LAYOUT _ 0 118" _ 1'-0` AT 11" X 17" LAYOUT a J O Lu Z) U F- O u. z Q J Q N Q� \_ 0 N❑ uj uj SHINGLES AS SPECIFIED d NjSHINGLES AS SPECIFIED Lu Lu ST FLOOR PL, HT. 1ST FLOOR PL. HT. -`_ P '4 t t s, S ` 11 , , _ _ . CEMENTITIOUS - - - - - - - IN i ' , a CEMENTI OUS Y � °� FINISH T - S FINISH w n, , r, v , , , M ' k , Y, ' .i a `i'r `r. J� k , J a Y _ _ _ _ rr ` , , ` -. N. , l , , �Y , r r ,.. a n ,, a, , IN 1 TFL FLOOR ,FLR. S 00 N -' IN IN IN N co ,... , ,,. v �F' ` ♦, 'IN IN y.- -., _. _ , - ♦ k_, .., r. „. r. `a ♦: _.. ,., r_v' J , r". , ,. IN , IN iSTFLO RFINrfLR, 17, I ..� r -r r , , _• , z -�" - _ ✓ Iy w �G® FOR OOa�` _ REAR ELEVATION'B' RIGHT ELEVATION'B' 114" =14" AT 22" X 34" LAYOUT 4 114" =1'-0 AT 22" X 34"LAYOUT a _ 118" =1' 0" AT 11" X 17" LAYOUT 118": V-0" AT 11" X 17" LAYOUT CENTURY ,,,:It' MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC 0 2020 m Z Co ® ■ems LLJ L`7 � N o fCf J O c M G2G Lu 'IT. O G o a ti PLAN # / ORIENTATION: 1402 BLK RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET# GRP2 23 J GRP2 ELEV'B' - ATTIC VENTILATION CALCS 1/300 Ventilation Max Min Upper Lower Total Ridge Roof Soffit Required Upper Upper Ventilation Ventilation Ventilation Vent Vents Vents Area (sq. in.) (sq. in.) (sq. in.) (sq. in.) (sq. in.) (sq. in.) (In. ft.) (ea) (sq. ft.) 1952 SF 937 750 468 520 510 1030 16 4 85 CALCS BASED ON THE FOLLOWING VALUES; -RidgeVents=15in 2 of net tee area per linear fool -Roof Venfs = 70 in 2 of netfree area perunit •SoffdVent =6in 2ofnelfree area per square foot SHINGLE ROOF SPECS SHINGLES TAMKO SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES, ALL ASPHALT SHINGLES SHALL HAVE SELF-SEALING STRIPS OR BE INTERLOCKING & COMPLY WITH ASTM D255OR 03462, & SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SINGLE TAB, & SHALL IN NO CASE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURER'S REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND TONE, AS DETERMINED BY ASTM D3161. FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F1667, & SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL, OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE (g,106) WITH A MINIMUM 31F DIAMETER HEAD SHANK AND SHALL BE ALENGTH TO PENETRATE THE SHEATHING. THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A641, CLASS 1, OR EQUAL, &SHALL BE CORROSION RESISTANT BY ELECTRO GALVANIZATION, MECHANICAL GALVANIZATION, OR SHALL BE MADE OF STAINLESS STEEL, OR NON FERROUS METAL. a Im fT II I� VENTED SOFFIT ❑ II LI L ,I I II II 1 I II fl2 II iI II _ 4 4 M 0 1 ROOF PLAN ELEV'B' a _ 114 —1.0 AT 22 X 34 LAYOUT 11811 =1'-0" AT 11" X 17" LAYOUT Nov 0 9 2020 E No 77824 =� jr . STATE OF .�,p•.,o P,: a.t ORN v w z U Ln 0 w O O 0 L.0 Uj O Q NO O LL W LU O z L.0 Lr L11 I— O^ V) y J O L.0 U O Q V) F_ 0 W w w ei cz J z W J ir��Iillllll MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC 0 2020 � cll 0 s- c� ® s= o CD cL o c:) 0 o Q r� PLAN # / ORIENTATION; 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET# GRP2 33 INSIDE R103.8 Flashing. Approved corrosion-resistanlflashing shall be applied shingle -fashion in a manner to prevent entry of Water into the wall cavity or penetration of water to the Irutlding sbuduraltaming WINDOW OR DOOR RE components. Self adhered membranes used asflashing shall comply MMMN LY EXPANDING with AAMA 711. The flashing shall extend to the surke of the e*rior wall finish Approved corrosion - GAME POLYURETHANE resistant flashingsshall benstalledatall ofthe following locators: @Ck R a�UIK Wj�DG 1.Henorvindowanddooro m Flashing at exterior window anddooropenings shalexlendtohe openings, g LAP BTAPE WFAIHER BARRERKPOOPEYNG surface of to exterior walfinishortothe water -resistive banner for subsequent drainage. Flashing at WATIVERIER � ATJONTs(UPPER 6TAPETO exleriorvdndowanddoaopeningsshallbeinshlledinaccatlancewithoneamaeofthefolbwingGr SILOSN'GGEFF oWER ALVm other approvedmedtod: ELWO 1.1 The fenestration manufacturer's written lashing inslrudions. 1.2The lnshingmanufacturers wrtileninstallation inshudons. FAMNSAfMERED EASHNGCORNER 1.3In accordance with FMAIAAMA 100, FMNAAMA A or FMAWDMA 250. MAIERM AL 1.4In accordance with the Ill method of a registered design professional. PAGTENER FAMNEELP 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting NSTAULAD ErE0PUSRrG lips on both sides under stucco o pngs AROUND PERMETER 3. Under and at the ends of masonry, wood or metal copings and sills. OFOPEK 4, Contnuousy above all projecting wood trim. `" WINDOW & DOOR PAN FLASHING 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame censtrudion. If-U 6. At wall and roof intersedions, not to sale 1. At bull -in gutters. THRESHOLD AT DOORWAYS SHALL OUTSIDE NOT EXCEED 314"IN HEIGHT. RECESS THRESHOLD IF NECESSARY. 8" C.M.U. BEYOND S,G,D, THRESHOLD SET IN SEALANT - ATTACH PER MANUF, W SPECS, elf PLASTER SAND FINISH SLABISTOOP SLOPE TO DRAIN SGD THRESHOLD DETAIL 3" = V-0" AT 22" X 34" LAYOUT 1112" = V-0" AT I I" X 17" LAYOUT 1x 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 JAMBDETAIL 111211-1.0TAT 22 X 34 LAYOUT 314" =1h-0" AT I I" X 17" LAYOUT ROOF FLASHING DETAIL 111211 =1 4" AT 22" X 34" LAYOUT 31411 =1'-0" AT I I" X 17" LAYOUT VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL 1" FLASHING ROOF UNDERLAYMENT CAP SHINGLE -APPLY WITH ADHESIVE (DO NOT NAIL) NOV 0 9 2020 CENS:'r No/ 77824 STATE 0' j' lit V) w Z_ J d U Ln E5 w O O F— r� w f— w O Q O Lu O a 0 w w Lu Ill CII N Q 2 z Q J z O w OC H U F_ V) O ri z Q J V) 0 w w w Q a J Y CIO z w J `i II►� I I I I I s►II CENTUR� MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 J H W 0 z 0 N a cn cc t� cc F— z W Q H o m J � O c O Z Ul Ul cc G o a CD PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET# GRP2 4,0 MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, llC © 2020 m � ■ ■ ■ ■ N C J r-- ® c: 0 o 0 ' 0 Q (_0 ti PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP24,3 �►II�f�I�lll� C E N T �j J64Fa �" MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLN 2020 Z 0 IF -- act N y=j d• j W C) LJJ F--- �s O � (a J r � CD CD CDz Qu N o C) o 0 Q a) - rii PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP2 5,1 .® W. ��° ern lt u Tol 0"" .� i a:� t+� , g J •�^ knowh dge, Ih�nnl'm matron bntnasheet bee„dm,e wefO y i u.oN cc withthc 201] e 6lnrid, B.ildinR Code 6th hdrtim,l-lt Na other cer[Ih�boiss are expo xud nrimpGcd. _� :%ATME OFJa d ■I I4 �XfFAFR9w LT Mills, Short 8 Associates PHONE:772.226.7282 WEBSITE: C.A. #: 30698 www.MilisShortAssociates.com 700 22nd Place, Suite 2C12D 100 South 2nd Street, Unit 209 4620 Lipscomb Street NE, Suite 2 Vero Beach, Florida 32960 Fort Pierce, Florida 34950 Palm Bay, Florida 32905 E: r ELECTRICAL- 1ST FLOOR- ELEV'B' 114 =1'-0" AT 22" X 34" LAYOUT 11$" =1'-0" AT 11" X 17" LAYOUT GENERAL NOTES I INSTALL ARC FAULT CIRCU IT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES, RECEPTACLES SHALL LE H LL BE INSTALLED IN DWELLING UNITS PER NEC 20112 & 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 BEGFI, 4, ACIDC SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVING A FOSSIL - BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBONMONOXIDE ALARM INSTALLED WITHIN 10 OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 98-3,04 72 INSTALLALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES OUTLET -110V I OUTLET - TV WALL LIGHT MIRAGE DOOR S SMOKE DETECTOR OPENER PREWIRE O OUTLET • 110V GROUND FAULT OUTLET - PHONE 18" LIGHT BAR © FLUSH MOUNT SIO SMOKE DET€CTOR 002 O INTERRUPTER rt OUTLET-110V GROUND COACH LIGHT � �} BATHROOM 71" INTERRUPTER SWITCH SINGLE A O SURFACE FRONT DOOR EXHAUST FAN r WATERPROOF 1402 HOUSE LOAD CALCULATIONS OUTLET -220V 3 SWITCH -3WAY COACH LIGHT• f I 2 SMALL APPLIANCE 1500VA EACH 3000 L..•.� , REAR DOOR I I OPTIONAL 1 LAUNDRY 1500VA EACH 1500 4 FAN PREWIRE SWITCH -4WAY 1400 SF GENERAL LIGHTING @ 3W I SQ. FT. 4200 1 WATER HEATER 4500 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 METER MAIN COMBO 150AMP 1 DISPOSAL 690 0 TRASH COMPACTOR 0 NEMA3ROR200AMPNEVA3R 1 MICROWAVES 1630 0 CENTRAL VACUUM 0 200AMP 0 MINI FRIG AND ICE MAKER 0 INSIDE 0 JENN AIRE 0 PANEL 1 CLOTHES DRYER ELECTRIC 5000 1 RANGE 11600 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 FLUORESCENT VX4' 2 LAMPS WIRE SCHEDULE- 1 TO POWER CO. TRANSFORMER 2 #4BARE CO:1PER 3 310 SER AL (FOR 150 AMP) OR M SERAL (FOR 200 AMP) PER NEC 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL 0 3 _ _ , 35,717 1 FIRST 1D,000@1D0°k REMAINDER @ 40 °A (25,717) 10000 10287 �2 �� INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 20287 GFI(WF) HEAT LOAD 8750 W A/C LOAD 2.0 tons 3750 VA 5688 0 650A 1000A GRADE (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) 'd - -. SERVICE VOLT-AMPERES DEMAND LOAD AMPERES NEUTRAL DEMAND AMPERES 25WIN,975 108 74 VA @240V TO PMER CC TRANSFORMER \ BONDTO FOUNDATION STEELAS PERNEC 250.520) BY UTILITY COMPANY t ELECTRICAL RISER DIAGRAM DISCONNECT NOT TO SCALE PANEL SCHEDULE #t # # DESCRIPTION 1 1 2 RANGE 40AMP #8 AHU WITH HEATER 50 AMP 06 3 3 4 5 DRYER 30AMP #10 5 _-- 6 ACU 30AMP 010 7 7 g , 9 WATER HEATER 30 AMP 410 9 10 WASHER 20AMP 412 11 11 12 DISHWASHER 20AMP 412 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 17 17 18 HOOD/ MICRO 20AMP #12 EXT GFCI 15AMP #14 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 27 BED 3/ BATH 15AMP #14 27 28 SPACE 29 SPACE 29 30 SPACE za 31 SPACE 31 32 SPACE w 2 4 6 g 10 12 14 16 18 20 22 CENTURY y z" MORE HOME LESS MONEY' 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LL(© 2020 11 i ■ I � (D O J J _ O cL O i or � or C o0 000 0 o (0 a -, u a r,, L PLAN # / ORIENTATION 1402 BILK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET ## G RP2 6,2 r I i i it IM ELECTRICAL -1 ST FLOOR- ELEV`' 11411=11-0" AT 22" X 3411 AYOUT 11811= V-0" AT I I" X 17" LAYOUT GFI IWP) SERVICE DISCONNECT GENERAL NOTES 1, INSTALL ARC FAULT CIRCUIT•INTERCEPTORS&TAMPER RESISTANT RECEPTACLES, RECEPTACLES SHALL BE INSTALLED IN 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 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 / SO. FT. 4200 1 WATERHEATER 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 REMAINDER @ 40 % (25,717) 10287 20287 HEAT LOAD 8750 VV 5688 65%u 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 OUTLET-110V OUTLET -TV WALL LIGHT Q 0 O O OUTLET-110V GROUND FAULT OUTLET -PHONE T LIGHT BAR r I INTERRUPTER a OUTLET-110V GROUND FAULT SWITCH -SINGLE POLE COACH LIGHT - INTERRUPTER FRONT DOOR p WATERPROOF 7IF OUTLET • 220V SWITCH • 3 WAY COACH LIGHT 0 IJ REAR DOOR SWITCH • 4 WAY METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEW 3R 200 AMP INSIDE PANEL L—E-1 1 2 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 i GRADE GARAGE DOOR OPENER PREWIRE O SMOKE DETECTOR 0 FLUSHMOUNT SIC SMOKEDETECTONCO2 BATHROOM O SURFACE CAN LIGHT EXHAUST FAN n *<D OPTIONAL FLUORESCENT FAN PREWIRE fX4'2LAMPS V v WIRE SCHEDULE 1 TO POWER CO. TRANSFORMER 2 44 BARE COPPER 3 310 SERAL (FOR 150AMP) OR MO SER AL (FOR 200 AMP) PER NEC TO POWER CO. TRANSFORMER _ BOND TO FOUNDATION STEELAS PER NEC 250.52(3) BY UTILITY COMPAW ELECTRICAL RISER DIAGRAM NOT TO SCALE PANEL SCHEDULE # # # DESCRIPTION 1 AHU WITH HEATER 50 AMP #6 1 2 RANGE 40AMP #8 -- '" -- 3 3 4 5 DRYER 30AMP #10 5 6 ACU 30A 7 7 8 9 WATER DATER 30 AMP #10 9 10 WASHER 2 DISHWASH. 11 11 12 13 BATH GFCI 20AMP # 12 13 14 SM APP # 1 2k 15 GAR GFCI 15AMP #14 15 16 SM APP #220, 17 EXT GFCI 15AMP # 14 17 18 HOOD/ MICR 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 1 20 REF 20AMP #1/ 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AN 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 27 BED 3/ BATH 15ANT #14 27 28 SPACE 29 SPACE 29 30 SPACE 31 SPACE 31 32 SPACE I��,flll►�wl CENTURY MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 w NH, LLC ® 2020 `"J V z 0 CD V. ca J Q V V W JI W seal: Nov © 9 2i72iJ MEANS 4 METHO176 NOTES THE STRUCTURE 15 DE516NED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 15 FINISHED AND ALL FLY4, DETAIL, AND NOTE 5FEGIFIGATION5 HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS GOMPONENTS LURING GON5TR1)GTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE-55ARY 5HORIN6, 5HEETIN6, TEMPORARY 13RAGIN6, GUYS, AND TIE-DONN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORINS AND BRACING REQUIRED TO 5TABILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TRUGTURE5 AND SYSTEMS DURIN6 GOUR5E OF DEMOLITION AND GON5TRUGTION OF THE PROJECT. LATERAL BRACINIS METHODOLOGY • THE HOOD FRAME STRUCTURE OF THIS UNIT/MODEL 15 DESIGNED TO RE515T LATERAL LOADIN65 A5 PERMITTED BY SECTION 4.35 OF THE 5PEGIAL DESIGN PROV SIGNS FOR HIND AND SEISMIC, (50PHS). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINGS METHODOLOGY PER THE REQUIREMENT5 SET FORTH IN SECTION 4.3.5.2. A5 SUCH, H6LL5 WITH OPENINGS ARE CONSIDERED A 51146LE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOWN5 ADJACENT TO EACH HINDOKVOOR OPENIN6. • 5HEAR^IALL5 USED IN THE DE516N OF THE STRUCTURE ARE DE516NED TO RE515T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROUGH SECTION 4.4 OF THE 50PH5. A5 SUCH, STUD GLIP5 ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE5I5T EXGE55 UPLIFT LOAD THAT HAS NOT BEEN RESOLVED THROUGH THE EXTERIOR 5HEATHIN6 FA5TENEP AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TERMITE PROTECTION SHALL BE PROVIDED BY RE615TEREP TERMITIGIDE5, WHIGH MAY INCLUDE 501L-APPLIE12 TERMITIGIDE5, BAITING 5Y5TEM5 OR TERMITIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METH005 OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW GON5TRUGTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE GERTIFIGATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE ISSUED TO THE BUILDIN6 DEPARTMENT BY THE BUILDER. THI5 DOGUMENT 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 FOLLONIN5 STATEMENT: "THE BUILDIN6 HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH THE RULES AND LAA5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF A61RIGULTURE AND CONSUMER SERVICES THI5 MODEL HAS BEEN ENGINEERED TO RESIST LATERAL FORGES RE5ULTIN6 FROM UP TO 160 MPH WIND SPEED, EXP. G RISK GATE60R'f II $ 5EI5MIG GATE60RIE5 A/B. ENCLOSED, 0.18 INTERNAL PRESSURE GOEFF. EN6INEERED DE516N WA5 COMPLETED PER THE 6TH EDITION 201-7 FLORIDA RE51DENTIAL ff BUILDIN6 CODES (5EGTION5 R301.1.3 (RES) ff 1(b0q (BUILDING)) 4 A5GE 7-10 STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: PI SHEATH ALL EXTERIOR WOOD FRAMED HALL5 w/ 1/2" PLYHOOD OR 055 FASTENED I'4/ 2y2"XO.131" NAILS 0 b" O.G. ALON6 PANEL EDGES AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS SHALL BE ORIENTED VERTICALLY (LON6 DIRECTION PARALLEL TO 5TUD5) AND INSTALLED FULL HE16HT OF SHEAR WALL- - OR - 2X HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGE5 4 EDGE FA5TENING. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING 0 I6"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE GONTINUOU5 FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATE-5 FASTENED TOGETHER w/ 312"xO.131" NAILS 0 Ib"o.c. USE (8) 31'2'xO.131" NAILS 0 EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 ASSUME, ALL INTERIOR SHEAR HALLS EXTERIOR 146LL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOH OPENIN65. b. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 1. ALL EXTERIOR WALL5 CONSIDERED AS SHEAR WALL5. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF HALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ® INDICATES LOCATION AND EXTENT OF SHEARWALL WHIGH REQUIRES SHEATHING Al OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD CON5TRUGTION 5YM130L SHEAR PANEL SPEC. 1/2" PLYWOOD OR OSB FASTENED W/ P3 2)12itx0.131" NAILS ® 3" o.G. ALON6 PANEL_ E06E5 AND 12" o.G. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 A55EM5LY. HOLD-DOINN SCHEDULE 5YMB0L SPECIFICATION ® HO-1 U5P HTT45 HOLDONW" FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) U5P ® 5T-1 M5TGM40 STRAP w/ (14) Y4" DIA x 2Y4" LONG TAPGON5 INTO GMU. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO STBI6 ANCHOR BOLT 5PEGIFIC6 IIOON: ANCHOR HOLDOHN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE W' MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY -SET ANGHOR5 WITHIN 1 %'" OF FACE ON CONCRETE FOUNDATION HALL FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDIN6 GORE. • FOOTIN6 DESIGN - THESE FOOTINGS HAVE BEEN EN6INEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516% ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P51F 501L 15 PRESENT, THESE FOUNDATION DE516145 ARE STILL ADEQUATE. • FASTEN SILL 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 (( ONG FND.) / 5T2-TZ (GMU FND) STRAPS w/SPAGIN6 PER MANI PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE FND DETAIL5). • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 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 = 2,500 psi:....... FOOTIN65 2,500 psi:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINGS AV 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ED6E5, All OTHER LOCATIONS WHERE 5LA13 CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0" MAX.) • MINIMUM LAP 5PLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS 5HAI_L BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/e" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE 5TRENI OF IgOO P51 (FM = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU PE516N 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 HALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT SOLID ALL REINFORCED GMU GELL , AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA50KRY OPENINGS AND AT ALL HALL 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 SHOWN ON PLANS) • ROUGH OPENIN65 ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDER TO REVIEH 4 VERIFY ALL BLOCK PLAN DIMENSIONS PRIOR TO CONSTRUCTION. F 6ARADE 5LAE3 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIRGIN 501L PORCH 5LAE3 3 1/2" GONG, SLAB ON 4" MIN, GRANULAR FILL ON q5% GOMPACTED FILLNIRC71N 501L 5LAE3 ON GRADE 3 1/2" GONG. SLAB W/ (oxb 1,11 AA A 1 (OR FIBER MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. 6RANULAR FILL ON 615% GOMPACTED FILLNIROIN 501L FLOOR FRAMIN6 •-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY I -JOIST /TR155 MANUFAGTURER, UNLESS OTHERWISE NOTED. •-J015T'1RU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.C., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS N GLUE AND 3"x0.131" NAILS o 6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMIN6 • ERECT ,AND INSTALL ROOF TRUSSES PER HTGA 4 TPIS 13651 1-14 GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • SEE ROOF TR1,155 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYHOOD 5FEATll 2%, EXPOSURE I. FASTEN 51-11 TO ROOF MEMBERS w/ R5R5-01(2--%e x0.113' RING SHANK) NAILS 0 b' O.G. o PANEL LOSES 4 o b" O.G. IN FIELD. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EWES. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ R5R5-OI NAILS 0 3" O.G. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL LARGE VALLEY SETS. FASTEN EACH END TO TRUSS BELOW w/ U5P MTH12 AND (2) 3W.131" TOENAILS TO EACH TF465 BETHEEN. FOR SMALL OR IRRE6ULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 0 24' O.G. FASTENED To TRUSS BELON W U5P MTH12 4 (2) 3"xO.131' TOENAILS EA. END (MAX. 4' LEN6TH BETNEN SUPPORT POINTS) • ALL METAL HAN6ER5 SHALL BE 5PEGIT II_D BY THE TRUSS MARFAGTURER, UNLESS OTHERN15E NOTED. • ROOF TRUSS SHOP DN65.51HALL BE Sim 1MITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORGH 4 SHORT SPAN ROOF -I I?166E5 W 20 LED6ER FA5T'?4ED TO FRAMING w/(2) 3'0.131' NAILS 0 16" O.G. 0) 3'xO.131" NAILS o 24" O.G) rx -Ft- OCT. •..921 Zvi 11.� Mal � C• 112 FA,7A LOWi21A ff%vl� .l\b o[. m vQg x0i\r 1;1111 fKoj 0 I.-,;a1:4 1,PY ..; 17,LTOA u:;. Window Door Allowable Wind Pre55ure5 UP TO 160 MPH Wind Zone Ex G, Ri5k Gat II, Endo5ed 0.0 Internal Pre55ure Goeff. OPENING SIZE INTERIOR ZONES END ZONE5 31-0" X 6'-8" DOOR AI +35.b PW-38.6 P5F ®+55.6 P5F/-4( P5F 2-0" X 3'-0" 1110H BI +31.3 P5F/-405 P51F B2 +31.3 P5F/-4q.g8 P5F 3'-0" X 51-0" NON @ +365 P5F/-3clb P5F G2 +365 P5F/-48.2 P5F 6-0" X T-0" DOOR DI +35.2 P5F/-3b.3 P5F D2 +55.2 P5F/-41.1 P5F 16-0" X 1'-0" DOOR EI +313 P5F/-34.6 P5F 0+31.1 P5F/-38.b P5F b'-0" X b'-8" 5.6.0. FI +32.4 P5F/-35.4 P5F F2 +32.4 P5F/-41.2 P51F End Zone is defined as the smaller of 10% of least horii 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. mein 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.b to obtain ultimate pressures. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON: bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DF516N SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOA05: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (50 P5F ® 5LEEPIN(5 AREAS) DEAD = 10 P5F (I -JOISTS 4 SOLID SAWN) (20 P51F 0 TILE) LATERAL (SEE NOTE-5) SEISMIC (SEE NOTES) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMIN6 • ALL TYP. NAIL, FASTENER REQUIREMENTS ARE NOTED IN STANDARD GONNEGTIONS TABLE (IRG TABLE R602.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LEN6TH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFACTURERS REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HAN6ER9 USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING GUN NAILS. • EXT. 4 TNT. BR5 WALL5 SHALL BE 2x4 (UNLESS NOTED OTHERWISE ON PLAN) o lb" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTf: R, U.N.O. WALL5 DYER CI'TALL SHALL BE PER PLAN • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIZZ #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR I+ETTER (KILN -DRIED). ALL HEADERS HAVE BEEN DE516WD BASED ON GALO)LATED LOADS 4 51ZED AGGORDIN61LY. CODE TABLES HAVE NOT BEEN USED • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE GONSTi-'UGTED WITH 2x STUD° 6RADE MEMBERS SPACED 0 24" O.G. (MAX., U.N.O.) • HEADERS IN NON -LOAD BEARIN6 WALL5 SHALL BE: (1)2x4/6 FLAT o OPENINGS UP TO 4', (2)2x4/b FLAT UP TO V. • ALL FRAMIN6 LUMBER SHALL BE DRIED TO 15% MG (KID-15). • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: 'L5L' - Fb=2325 psi; Fv=310 psi; E=155x10"6 psi • 'LVL' - Fb=2600 psi; Fv=285 psi; E=2.Ox10"b psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF YW.120" NAILS o 8" O/C OR 2 ROW5Y4"x3Y2" U5P WOOD 5GRE115 (OR Elii'2" TRU55LOK 5GREW5) o 16" O/G. USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACE-5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROH5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROH5 OF Y4"x6" U5P WOOD 5GREW5 (OR 6 3/4" TRU551 Or, 5GREH5) 0 16" GIG. USE A MINIMUM OF 4 ROH5 FOR BEAM I)EPT145 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55L0K 5GREH5). LOCATE TOP AND BOTTOM 56REW5 2" FROM EWE. A SOLID 1" BEAM 15 AGGEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • FOR STUD POST 6ROUP5 SPECIFIED ON PLANS A, (4),(5) OR (b), FASTEN PLY5 w/(20'x0.131" NAILS o b" O.G. OR (20'x0.120" NAILS 0 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS, TO FND✓BEARIN6, BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD PLATE5 TO TOP FLANGE OF STEEL 5EAM5 WITH P.A.F.'s ('HILTI' X-GF PINS OR EQUAL) o 16" O.G. 5TAG6ERED, OR 112" DIA. BOLTS 0 48" O.G. STAGGERED. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE U5P C44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) 0E5GRIPTION OF BGWG. ELEMENT 3"4.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/13LK'G. NAILS o 4" o.c. NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO 5TLV 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. _ TOENAILS o 6" o.c! BLK'6. BTHN. JOISTS TO TOP PL. (3 TOENAIL5 (3) TOENAILS* DOUBLE STUD NAILS o 24" o.c. NAILS 0 lb"o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS a 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * 02'x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.I20", SAME 5PAGING OR NUMBER OF NAZI S. (ONLY ACCEPTABLE WHERE * ARE SHORN) J�O� G. I No_77; vt O%. STATE rr.(tc: cD C091411;,kalERN & KULP `rduraI Engineering, Inc 0. `D z_ Fn W W z z w a J Z U i- UJ F- N m o� J Q m E� z W a Y g ti W m $ N � m a C M&K project number: 195-19004 project mgr: ,J;SB drawn by: KWR issue date; 07-08-20 REVISIONS: ■ date: initial: z W 11 A.� sheet: T1� UJ nZ 0 r 0) (y) J )L LLI U Q_ W_ O a QO F- rLL. Su.0 0 0 i 3-t1-1 v?" I Iq'-q 1/211 — — — — — — — — — — — — ------------------- PROVIDE SLAB RECE55 UNDER 561? � � I I SEE ARCH. PLANS I I I I I I I I � I I I I 5 RSN A EI I � I I I I I I I I I I I � bry Ib'-11"L 20'-2 1/2" 4 I I DI.O I I STEP I — — � I b"xl2" PLAIN GONG I I THICKENED SLAB I I I I I I G5LAB I I I I I 4 I I I D1.o I I I VARIES I I I D1.0 I r---J � 3 b 0I.0 I DI.O --- ---`" -J ----------------J PORCH SLAB 12" WIDE TURNDONN x I IT-4 1/2" 12" MIN. BELOW GRADE — — — — — — — — — — --- (TYP) 2'-b L 2'-1" 12'-3" 4'-0" 20'-10 1/2" SL1�B FOUNDATION PLAN / SCALE: 1/8"=1'-0" TION B u nw K ROOF FRAMING PLAN ELEVATION III I • ® I � ����1��� _ _:.� ••.l 1i .. :!I. I:.rr ...� _/.lu-. hr ♦ 4 .I .lu 1i: I:. rr I I:. rr .I ul. • .. i 1.1 ._.: IiL j Ii I_ 12. rr CONNECTION SPECIFICATIONS (TYP. U.N.0) GONNEGTION TYPE CONNECTOR UPLIFT GAP. FA5TENIN6 TRU55 TO DEL. TOP PLATE OR BM. LISP RTIbA 8q5# (q) "X0.148' TO TRU%, ( 3'X0.148"0 PLATE GIRDER TR. TO P05T (SPAN S20') U5P HTH20 114 ' (20 X0.148 C71ROM TR. TO P05T SPAN >2 ' 2 U5P HTW20 22g0 20 'X0.148' FLU5H BM. TO P05T U5P HTN20 11 20 31X0.148 VALLEY TRUSS TO BASE TRUSS U5P MTY412 820# 1 s X0. U5P MTW12 820# 14 X0. 5TUD TO TOP OR 5OLF PLATE Rn z ROOF TRU55 TO GMU U5P HTAIb 1810# (q) 2"X0.148' ROOF GIRDER TR. OR ROOF FLUSH BM. TO GMU U5P HTAlb 1810# (q) 2"X0.148' 6ARA6E 5LAB 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLMRC71N 501L PORCH 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRC71N 501L 5LAB ON 6RADE 3 1/2" GONG. 5LAB W II N1AAA NNF (OR FIBER ME5H ILO MF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRGIN 501L HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HD-1 U5P HTT45 HOLDOWN* FASTEN BUILT-UP POSTS SUPPORTING ROOF G.T. TO GMU WALL w/ (1) U5P 5T-1 M5TCM40 STRAP w/ (14)Y4" VIA x A" LONG TAPGON5 INTO CMU. 46E ONE 5TRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO 5TBIb ANCHOR BOLT SPECIFICATION: ANCHOR HOLDONN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION W U5P CIA -GEL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN 1 %4" OF FACE ON CONCRETE FOUNDATION WALL LESEriv • ® INTERIOR BEARING HALL • c===� BEARING WALL ABOVE • — .. — BEAM / HEADER • r .7-7 T:'1 EXTENT OF OVERFRA • J L METAL HANGER + • INDIGATE5 5HEARWALL--. • �IIIIIO INDICATES HOLDOWN ltx. REFER TO 50.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES Seal NOV 0 J 2020 "51 G . tJill f �e No 7r24 it S ATE, OF i ®AN• A © c�p�rTg'h MULHERN & KULP skudural Engineering, Inc. Q(D z J I_z W W N Z Q c7tYj z W J y Q U r Q F o V7 '9 =J m e aE JZ S�y cc `C g n M&K project number: 195-19004 project mgr: J S B drawn by: KWF issue date: 07.08-2c REVISIONS: date: initial: 7 Z 0 111 (0 CL 0 z LO LL z 0) V —J z z 'L W (L Ld r�O IL W LL (1)F,L sheet: RIGHT HAND SLOB seal: M GMU 5LOGK FOUNDATION PLAN SCALE: /8"=I'—O (II"xll" SHEET SIZE) ELEVATION B SCALE: I/4"=l'-0" (22"xB4" SHEET SIZE) MASONRY LINTEL A55EMBLIE5 SE SCHERU AND SPECIFICATIONS FOR AWL INFO GROUT t GROUT BOTTOM REIPRECAST q_ VPRE(A5T I j LINTEL w/ LINTEL w/ EMBEDDED ---i��---���--ii�-- EMBEDDED REINF. REINF. M13-1 MB-2 m� m� TOP REINF. TOP REINF. VERTICAL GROUT SHEAR TIES m BOTTOM REINF. PRECAST GROUT o s '' BOTTOM REINF. PRECAST LINTEL g LINTEL w/ ' EMBEDDED kb I n I w/ INF. EMBEDDED �-�-E- REINF. REINF. NOTE: THI5 ASSE43LY REQ. 5HEAR MB3/ Mill MB-4A REINFORCEMENT TIES. SEE SGHDL. M 46 LINTERS, LINTEL5 DE516NATED WITH AN MB 36MA 5HALL BE CONSTRUCTED THE SAME AS M3--3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM 1'-4' TO 1'-2" BY FIELD CUTTIWi THE TOP OF THE PRECAST LINTEL DOWN 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN CONT THRU TOP LINTEL GGURSE. MASONRY LINTEL DETAILS REINFORCEMENT MARK 1 fi5IGNATION TOP BOTTOM 5EEAR REINFORCBIENT 43-1 6f&-OB/0T — — 1113-2 8F8-I13/0T -- N 45 43-3 8FI6-IBAT (I) 45 6) 45 M5-4 8FI6-2B/IT Q) #5 (2) #5 VERTICAL0DDE6REE HOOK T413 APPROVED LINTEL MGM FAGTURER5 ARE: GA5T-GRETE 4 QUALITY PRECAST CO. NOTES: I. ALL LINTFI5 w/ SPANS 6REATER THAN 141-0' SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REWRIED. 3. ALL LINTEL5 SHALL HAVE 4' MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL.. BE GRADE 60, 1`9=60 ksl 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM SIZE REWIRED BY DE516N. FOUNDATION • DESIGN 15 BASED ON ii EDITION (2011) FLORI ;A BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEE>`, ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (If. IF 2000 P5F 501L 15 PRE5ENT, THESE FOUNDATION DE516145 ARE STILL ADEQUATE. • FASTEN SILL PLATES TO FOUNDATION WALL5 WITH 1/2" DIA. ANCHOR BOLT5 A 4'-)" o.c. ra/ T MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FIND) STRAPS W/5PAGIN67 PER MANUF. PROVIDE A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAXIMUM FROM PLATE EN05 (SEE FND DETAIL5). • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT W/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENSTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTING5 2,500 psi:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINC75 AND SLA55 ON GRADE -%ALL BEAR ON VIRGIN 501L OR 95% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALt IN51DE CORNER5 OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15'-0" MAX) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS 5HALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 W MAX %6" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM G90 WITH A MINIMUM GOMPRE551VE 5TREN6TH OF IL100 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU IDE5I6N BASED ON AGi 530/530.1 • REINFORCED GMU GORES (A5 INDICKIED ON FLAW SHALL BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP 5PLIGE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY GELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8b" O.G. IN EXTERIOR WALL5. (A5 51-IOWN ON PLANS) • ROU61-1 OPENIN65 ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDER TO REVIEW 4 VERIFY ALL BLOCK PLAN DIMENSIONS PRIOR TO GON5TRJ1GT10N. 1LA-JM 2018 NOV 0 9 2U< G'IA`: CEN N 77824 ' STATE OF FSc�0R1C�P. 'r(L StO"'ck#A Agineering, Inc. z_ Jm w w z c C z w d J m r— U �{ C WM ,, ® Cr c r— w va -J M E Q > B Jz w O ma g N � � a M&K project number: 195-19004 project i J S B drawn by: K\A/R issue date: 07-0&''20 REVISIONS: date: initial: Z Q., U 0 Q0 n� zLLj LO - Q ZG) � � LL w0 a 0 oCL 00 sheet: RIGHT HAND S I • V MAX, // I HEFT Hi. 8" GNU BOND BEAM W/ (1) #5 GONT, ---- 8" REINF. GMU WALL- -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS • Or PROVIDE SOLID SHIM BETW'N TRUSS 4 GONNEGTOR IF TR465 LOCATED LE55 THAN I )5" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL F. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE 115P NOPI OR SIM) EACH TRUSS. I707, s". 2x4 GAT5 ® 16"o.c. FASTENED TO GABLE END TRU55 W/ (2)3"XO.131" TOENAILS. PROVIDE (1) 05P RT3A CLIP ® OVERHANGS > 12' GABLE END VERTICAL WEB REINFORCING AS REQURIED BY TRll55 MANUF. LISP HGAMIO CLIP ® 36'o c. EXTERIOR SHEATHING EDGE NAILING - 2Y2"xO.131 NAILS ® 6"o.c. PROVIDE M015TLRE-� BARRIER PLATE BELOW WOOD MEMBERS ON GNU NSP NOPI OR SIMj / 8" GMU BOND BEAM W/—/ (1) #5 BAR GONT. 8 REINF. GNU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BLGK TO MA50NRY & (1) ROW OF W&N4" TAPGONS 6" FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I-)�" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. 5TRUGIURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 CASE. FASTEN 5HEATHING TO 2x4 BLOCKING W/ 2 %"xO.I13" RING SHANK NAIL5 o 6"o.c. ROOF 5HTG SHALL BE GONT. 24" MIN 2x4 BLOCKING W/ (3)3 Y a"x0.13I' TOENAILS EACH END (4) 3 1/4"xO NAIL5 2x4 BRACE W/2x4 T-BRAGE, L PROVIDE 2x4 BLOGKING SPACED ® 4'-0' O.G. MAX. 48" O.G. IN FIRST (3) BAYS FA5TEN 2x4 TO "T' W/ 3Y4'xO.131" OF ROOF TRUSSE' -C.UT TO NAILS ® 12' O.G. FIT TIGHT BET1^EENt TRU55 BOTTOM CHORDS -VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN DRYWALL TO BLOCKING W/SGREWS /NAIL5 ® 6" O.G. 8L11t8 AW-1+-0' 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X BUCKED OPENING, USE (3) ROW5 OF 3'x0.131" NAILS 5T.AC,6EREV ® 12" O.G. EA. S .GE551VE BUCK. 4. MIXING OF IX AND 2X R61<5 SHALL BE PERMITTED FOR THE SANE OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2-)�"x0.131" NAILS o 16' O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURERS SPECS. BY WINDOW/DOOR 6. FASTENING 5PEGIPICATION5 ARE MINIMUMS. ANY FASTENING REGUIREMENT5 MANUFACTURER PROVIDED BY THE MANUFACTURER WHICH ARE GREATER THAN 1405E SPECIFIED SHALL SUPERSEDE THOSE OF NOTES 1-5. 2x8x12" P.T. CL OF OPENING CENTER BUCKS I Y2' VIA. J-BOLT" (SEE BELOW) 2X4 P.T. TOP BUCK � s 2X8 P.T. BUCK EACH 51DE OF OPENING g PROVIDE (5))4" DIA. J-BOLT* W/ 5Y2' F ® EMBEDMENT AT EACH DOOR BRAGKET, EACH 51DE OF DOOR. PROVIDE (1)Y2" x N THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. GURB REST EQUALLY SPACED APPROXIMATELY 24" 0.0) " PROVIDEY2" DIA. x 8" LONG U5P 5GREWBOLT OR APPROVED EQUAL IN PLACE OF J-BOLT IF MISSED DURING CONSTRUCTION SARA(5E DOOR BUCK DETAIL E lGAL6 NTD PER FBC, 6TH ED, R1011.2b 50":[T5 AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RE515TING WIND LOA[ 5 SPECIFIED IN TABLES R3012(2) AND R3012(3) FOR WALL5 USING AN w EFFECTIVE WIND AREA OF 10 SQUARE FEET COORDINATE SOFFIT OVERHANGS WITH ARCH AND TR155 MANUF. DRAWINGS ,.•y z ti` a BATT OR BLOWN INSULATION PER ARCH •` FIBER6LA55 SHINGLES OR TILE ROOF PER ARCH APA RATED STRUCTURAL REFER TO 501.0 FOR SHEATHING ® ADD'L 51RUGT. q -SEE NOTES INFORMATION i FILING BOARD SEE ARCH I O) #5 BAR IN pR/GAST LINTEL I (2) #5% VERTICAL IN GROUT FILLED CELL. IN WAILS ®BEATER T14M 30' WIDE, ONLY (1) #5 15 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQV PER PLAN) ENTIRE COLUMN TO I BE GROUT FILLED o'„ PROVIDE # OF DOIAEL5 ® SLAB TO FIN. FL. MATCH VERT. BARS W/ 30" MIN LAP 5PLIGE NOTE: ALL HOOKS AND SPLICES TO BE COL5TRUGTED AND 51ZED PER NOTES SARAISE'DOOR VERT. REINPORGIN6 DETAIL A ec" Nro SEE DETAIL I FOR ADDITIONAL GONNECTION INFO NOT 5HOWN HERE -FASTEN EA. ROOF TRU55 TO GNU W/ U51P HTWMI6 TNt15T STRAP. FASTEN STRAP TO GMU W/ (4) A' DIA. x 2 Y4" LONG POWERBOLT 5GREY45 - PROVIDE M015TURE BARRIER j PLATE (U5P NOPI OR SIM) EACH TRU55. - PROVIDE 2x FLAT BLOGKING FIT TIGHT TO ROOF TRU55E5 o EVERY MITRE PREGA5T- OTHER BAY FASTENED TO GNU w/ (3) CONGRETE LINTE5 TO A' DIA. x 5Y2" LONG TAPCON5. SHARE L N. 8k8" GNU GOLIMM. FASTEN BLOCKING TO ROOF TRUSSES W/ (2) 3ANO.131" NAILS ® EA. END. 8" GMU BLOCK r r • .d +, :.s I—III=III= I1=�1=111—MI I J11=—III= 1=1 I=1_I1-17f---1T—I' —i Il—J1==1 ; . f—T= I - 1��1I 1 =1 1=1 I —I 1 [IT III r L=II GLEANIII III —I I I7—fI I I I I I I I I� -11.-1 i i MONOLITHIC FOUNDATION COMPACTED 1'-0. W/ (2) #5 HORIZ. GONT. ON FILL o 45% MIN, CHAIRS 0' MIN. COVER) STANDARD DENSITY TYPICAL I -STORY WALL 9& TION SCALE: N.T.S. GROUT LINTEL A55EMB1-Y 50LIP PCONNECT ENV OF sir" MA50NRY LINTEL TO �" L■ O. OF PIER/ irr W STANDARD HOOK 1 i 64' j SEE • SPECIFICATIONS. •IREINF. C it p� "♦ r. [251 MIN. LAP 5RICIN61 K/ STANDARD HOO �i CONNECTr OF r MA50NRY LINTEL5 W (1) #5 BENT r. -sCORNER _ r _ %� -- - ft seal: NO V II 0 9 2020 ��Nt�urou S •o �G 0 STATE OF 4 '�;MO�MiPRN'B�IILP ` StructuN'Wneenng Inc. 0. z w w Z a c� r' z w a J U E- e d o. oc __ X a > e .� <o z N Py m au o N ui OC cn a M&K project 1 95.19004 projectmgr: JSB drawn by: KWR issue date: 07-08.20 REVISIONS: date: initial: Ld 11U TZ Q.. W U UI I Id BOND BEAM W/ L GONT. (1) #5 RE13AR 0 GONNEGT ENDS OF MITRED MASONRY LINTELS W/ (1) #5 J BENT DOWEL ZG) LINTER5EGTIWzP 43-2 LINTEL -ANGLE CUT AS J j SHOWN ON PLAN VIEW z pp i d a d+ — 2 3/a"x0.113° RING SHANK NAIL5 0 3' o.c. 6 , " , , c r i i ' GOMMON TRll55E5 r k - .... .- IF 2x4 FLAT BLOCX.IWTA Jb, POAF TRU55ES 2)3 "xO.C31 o c. FA5TENW To BOND " PLAN MAIL BM. w/ 4) Y4"x3' LOf#r ROOF TRU55E5 - E, TAK04 -SEE PLAN (213 1/2'x0.131' B" Ghl1 BOND BEAM w/ \+ '' 8" CM BOND BEAM w/— GLIP o 48"o. (1) #513AR5 CONT. (1) 45 BARS CONT. 8" REINF. GMU Y�L.L —_ VERT WALL REINF. TO 8' REINF. GMU WALL — V19ZT WALL RI -SEE PLAN FOR VERT. EXT5V INTO BOND 13EAM -5EE PLAN FOR VERT. EXTEND INTO I 4 HORZ. REINF. 5PEG5 4 HORZ. REINF. 5PEG5 SHE AR TRANSFER DETAIL SHEAR TRANSFER DETAIL I® AT INTERIOR A L E1�®!N I�,AT INTERIOR A L 0 0 I it LETTERED DETAILS ARE TYPIGAL FOR THI5 HOME $ 5HALL BE IMPLEMENTED IN ALL APPLIGABLE AREA5. THE5E DETAIL5 ARE NOT "GUT" ON THE PLAN5. NUMBERED DETAIL5 ARE PLAN 5PEGIEIG AND ARE ONLY REQUIRED WHERE 5PEGIEIGALLY INDIGATED ("GUT") ON THE PLAN5. seal:' NOV 0 9 21620 No 77824 STATE OF �r r. iFS :1 O ,R In,, �iQpySiylQ�IAERN{&.K1lLP..: lIt 6huAural Engineering, Inc. C.7 z CD w fV Z z w a < a Z = H _ Y cc G I— m WAM Q a J Zm' p, Lu Y ,. ® g,. y mr iu O C. M G M&K project number: 195-19004 project mgr: ,J S B drawn by: KWR issue date: 07-0&20 REVISIONS: _ date: nitial: T CL 2 0 C� Vli �I r- 1nil w tf) Z z LL �-, z Lu I CL Ld Q IL LL, M F,L sheet: 5 . , 4 9 BLOCK TYP. 5LAB ON GRADE: CONCRETE LEDGE CAN 6" CMU BLOCK r f. BE TYP^ 5LA5 ON GRADE: k v 3 I/2" GONG. SLAG wl bxb (I) #5 FROM FTC. BOTio� MACGOURSE CUT (V �5 FROM FT6. TO BOND 3 1/2" GONG. SLAB w/ bxb 0) 'FROM �G' WI.4xL4 WWF (OR FIBER ME5H To BOND BEAM. TO BOND BEAM. ILO WWF) ON b MIL VAPOR SPLICE TO BE MIN. To SLOPE OF GARAGE BEAM. SPLICE TO BE MIN. WI.4xl.4 WWF (OR FIBER MESH SPLICE TO BE MIN. SLAB 30' GROUT DELL SOLID 30 GROUT CELL ILO NW) ON b MIL VAPOR A. 30' GROUT CELL BARRIER ON 4" MIN. SOLID TYP. GARAGE 5LA5 . PORCH 5LAB: ER ON 4" MIN. m' BARRIER 50LID GRANULAR FILL ON q5% f' 4" GONG. 5LAB ON 4" 4" CON,. 5LA3 ON 4" MIN. GRANULAR FILL ON g5SK COMPACTED FILLNIR6IN 501L MIN. GRANULAR FILL ON GRANULAR PILL ON 95� COMPACTED FILLNIRGIN 501E MAJGW 95% COMPACTED COMPACTED fILLNIRGIN 501E G 1 IRG • n _.. „:, �. LEDGE PER fl IN 5OIL g 41 I/FDLO q . E �iv GRAVE _1-IIIIII-III-III I � ITT III-1J=111 1. �L � ICI I H k III-TI (-_111-I -L LI f-I 1- III I_IT_I= -1Tf 1Tf_i l i q Tf( 111=1 I 1=1T_I=� L III -III -III- $ '' =T-III-III III=III=III=' .::. t + ...', - =III -III —I ' _ _`..=11=�- _ 'F 1=III-III-I �-III-III_ JOINT -I I MONOLITHIC, FOUNDATION W/ (2) #5 HORIZ. CONT. ON 12"W CHAIR5 On MIN. COVER) MIN. TYPICAL THICKENED SLAB ® INTERIOR 6ARA6E WALL OJI SCALE: MONOLITHIC, FOUNDATION W/ (2) #5 HORIZ. GONT. ON CHAIRS (3" MIN. COVER) I r - PLAIN GONG. THICKENED REINFORCEMENT SLAB i' O" -5EE DTL I/fDIA (SEE PLAN FOR SIZE) MIN. LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH15 HOME $ SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREA5, THESE WHERE 5PEGIFIGALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. TYPICAL SLAB ON GRADE PERIMETER POOTIN6 ® 6A SCALE: 3/8"=I'-O" GUT EVERY OTHER I" DEEP SAW GUT CONTROL JOINT WITHIN WIRE of H.H.F. • 24 HOURS OF POUR MiD-WAY INTO SLAB CONTROL JOINT -LOCATE JOINTS • SLAB CORNERS d OTHER AREAS WHERE GRACK5 ARE LIKELY TO OCCUR 15' MAX BETHEEN SAWGUTS SLAB ON GRADE -SEE FIND. PLAN SCALE: 5 JOINT LOCATE ®10' TO 1V o.r. OR CORNERS WHERE CRACK5 LIKELY TO DEVELOP GROUT LINTEL ASSEMBLY SOLID BOND BEAM W CONT. (1) #5 REBAR PREGA5T LINTEL -SEE PLAN CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL W (I) #5 BENT DOWEL W 24" LEGS (1) #5 FROM FTC. TO BOND BEAM. SPLICE TO BE MIN. 30' GROUT CELL 50LID GLEAN COMPACTED FILL o---�' P 0" A5R3 STANDARD DENSITY MIN TYPICAL PORCH COLUMN CONNECTION DETAIL SCALE: NONE MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. CONTION V CHAIRS On Mitt COVER) " *LAB ON 6RADE seal: NOV ® 9 2020 G "P4� No 77824 -0 : er 9. STATE OF 4 0 �P 4 O� ' c hl� LHERN & KULP '$3 I tuial Engineering, Inc. az z Ja= LLJ M? J � Q a � E s E F LU W =e QE Jz UJ �fN n_ 5 W N p C. g im M&K project number 195- 19004 projectmgr: JSB drawn by: KWR issue date: 07-08-20 REVISIONS: date: initial: Ld a F- UJ U