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HomeMy WebLinkAboutBuilding Plans�I�e I I � E i i�►� CENTURY, MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 V'f Z 0 m Q !'V a W � z LLJ a m Oct J cdf =REVIEWED FOR F COMPLIAN o LQ > "� " Q o ��ry c") CO Irl-O N 0 p Z75 N i60 uJ I` ' co PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET# GRP2 0,2 �ell���l�lll� C.T TRY 5�t eetcll� MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Z Q J a V GC m W w s N 0 C' Oa CD Z m J a REVIEWED F CQL;O� NCE 11 . LUC E NTY BOCK oLf J 0 r E cu r L_ C) Z M Z N N w mN o p O o Q CO PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET# GRPZ 0A �III�I�{�III� MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 c� Cam' n� C� 'Q CD C= C. EVIEWEP FOR ECOMOLIAN °' ICIE OOUN` BOC O J 0 L p�p4 r SLV ai 0 0 z L L. (� Z C/1 0 w cxo 0 CD O O0 a (.0 PLAN If / ORIENTATION: 1402 BLK f RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET It GRPZ 1,0 I ■ III{���{IIII CENTURY „ MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 9.^ _ Z m Q �JI � d 0 L7 O .J • OLo 0 Q co co _ o E m i O O D v, N N uj Q 00 O c 1 v Q ti u. PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET# GRP2 1,2 11 n 9 FRONT ELEVATIOlV3' 114 0 AT 22 34 LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT Cn W z J Ln DC Lu H 0 0 W Q J L.0 Z Q� ~ 0 Ila [Ea SHINGLES AS SPECIFIED SHINGLES AS SPECIFIED 0 CEMENTITIOUS FINISH,'1 Z 1ST FLOOR PL HT 1ST FLOOR PL. HT. w - a•_ __ t';Y )1 �' �n rT t - - - u „# I_{'+ , - +v � \ � k. _ _ I— �I _ \ + x t _ v J-♦t , f a t' t. 1 > . -t h• r rt •T a O CEMENTITIOUS 4 X J Z 7 W e\ r FINISH ; l m , t C J _ I _ Y r •_ - _ r x 1ST FLLu OOR FIN. FLR. -_= �-- — 1STFLOORFIN.FLR. `J r W�// 3 LEFT ELEVATION'S' z 114 - V-0 AT 22 X 34 LAYOUT N _ a 118" = V-0" AT I I" X 17" LAYOUT _ 0 a I J Z 0 W I � i— U REV CODE ST. Lt SHINGLES AS SPECIFIED I ST FLOOR PL. HT. 71 _ vn _ _ - _ � _ - - CEMENTITIOU S e - k ;y/ }_ r y"� - _ ` - _ -= - -_ -_- - - _ -_ FINISH _o 00 t u }( S 1T FLOOR FIN F T —T ' — - — ,• a .., • { , e r < / 2 REAR ELEVATION'B� 114 z 1'41 AT 22 X 34 LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT Q J a 2 H �1 0 Q� SHINGLES AS SPECIFIEDLu 1ST FLOOR PL. HT. Lu �. r - ♦ < - a t _ n - n 1 N I ♦Y _ ' ; ,' 't _ `, t A �• CEMENTITIOUS = FINISH •i n' p J R - p _ _ _t _ 71 7— S TF 7. T LOOR FIN, FIR, 4 2D2D W onAe®�s,a J 4 RIGHT ELEVATION'S'o- 114" =1'-0" AT 22" X 34" LAYOUT 24 118" = V-0" AT 11" X 17" LAYOUT ST E O� ,441gv: OR xti• o��®oo IIiI I � I I I Ilil CENTURY 5fT&A, MORE HOME - LESS HONE) 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 M W O N Q W W OgNT` J CU co o o E� C o �• o z co N �: o W mN o 0 . 0 o a PLAN # / ORIENTATION: 1402 BLK R H SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET# GRP2 23 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 CALLS BASED ON THE FOLLOWING VALUES: -Ridge Venls =15 In -Roof Venls = 70 In -Sof it VenIs = 6 in P of nef tree area per linear fool 2 of nel free area per unil F of net free area per square fool SHINGLE ROOF SPECS SHINGLES TAMKO SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL ASPHALT SHINGLES SHALL HAVE SELF-SEALING STRIPS OR BE INTERLOCKING & COMPLYWITH ASTM D255 OR 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 BYTHE MANUFACTURER'S REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDAWIND ZONE, AS DETERMINED BYASTM 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 10.105") WITH A MINIMUM 318" DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENETRATE THE SHEATHING. THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED TH E 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 r a ROOF PLAN ELEV'B' 114" =1'-0" AT 22" X 34" LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT V) w Z a_ U CN 0 IY w H O O w g w Z O F— Q O U_ Z cc w 2 F— O z w w_ > w z V) Q 2 Z Q J Z O W D U O LL Z Q a F- 0 LU w w a a .J __Yxx W Z SEP 2 4 2020 _ w G. O IVY 77a32Y�.. G :ter Jz STFEOF 'UC,k oa�v y °'.40ns0o, �A CENT.0 RY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 ra N d DC CD 9.0p't Z _Q d 4 #c O J Q > O co L CY o Eu o c a OM O z V)L w Q N m� O o o a 0 � � u PLAN # / ORIENTATION: 1401 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET# GRP23A3 INSIDE R703.8 Flashing. Approved oorrosion-resistant flashing shall be applled shingle -fashion in a manner to prevent entry of wafer into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion. resistant (lashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the waler-resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or otherapproved method: 1.1 The fenestration manufacturer's written Bashing instructions. 1.2 The Bashing manufaclurer's written Installation instructions. 1.3 In accordance with FMAIAAMA 100, FMAIAAMA 200, or FMANDMA 250. 1A In accordance with the flashing method of a registered design professional. 2. At the' intersection of chimneys or other masonry construction with frame or slucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continucusly above all project'ng wood trim. 5. Where exterior porches, decks or slairs aflach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-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, PLASTER SAND FINISH �— SLABISTOOP SLOPE TO DRAIN SGD THRESHOLD DETAIL 3" = 1'-0" AT 22" X 34" LAYOUT 1112" =1'-0" AT 11" 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 2 SGD JAMB DETAIL 111211-1.0 AT 22 X 34" LAYOUT 314" =1'.0" AT 11" X 17" LAYOUT ROOF FLASHING DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL, "L" FLASHING ROOF UNDERLAYMENT CAP SHINGLE - APPLY WITH ADHESIVE (DO NOT NAIL) Vi LU z a CN 0 w O H w g LU z O I- Q O LL LU F O a 0 W W LU z A) Q 2 z Q J z O Lu CC REVIEWED K CODE COMPLIt oc ST. LUCIE COU N BOCCI oc O z Q J a V) FILELU Lu LU LU Q a J 06 z SEP 2 4 2020 b� GAAAA/8��� G. LU d %m; NO 77824 "@ sad ° t6® 1III�����1i1� CENTURY r A 6 �:/7 e t"' 0' 0 MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 1— W IO z C> N a � oc � oc z W 1-- Oct o Q co ca 0 E CU O L_ 0 z co o00 o o . U a r-1 ILL PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRPZ 4,0 i ,III I I I I I III, CENTURY 9 MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 m �n z ■ O N � a V W F- 0 Lo J 0 L c1r) co 0 O � L p z C� N -c C 0 O CnN 2 O00 Ov Q PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET# GRP2 43 0. BATH 11211: V-0" AT 22" X 34" LAYOUT 11411=1'-0" AT I I" X 17" LAYOUT KITCHEN 3 11211=1'-0" AT 22" X 34" LAYOUT 11411=1'-0" AT 11" X 17" LAYOUT MICROWAVE 1211 ITCHEN2 i1 -1.0,AT 22II X 34 LAYOUT 11411=1'-0" AT 11" X 17" LAYOUT I I L I -V n I LL A VT Ln I VW 1 11411 V-0" AT 11" X 17" LAYOUT KITCHEN 1 11211=11-0" AT 22" X 34" LAYOUT 11411=1'-O" AT 11" X 17" LAYOUT vi Lu Z_ J LL U cn Lu 2 0 0 H 0 W H g Lu z 0 Q 0 LL z Lu 0 a Lu Lu Z cn 0 z Q J Z 0 Lu n F- U REVIEWED 1: - c CODE COMPLIAj= ST. LUCIE COw o LL BOCC z Q J a (n H r� FILE OO ui Lu DW Lu Q a J 06 z 2020 = J NO 7 ��+ x ST E OF oA2 O �lAL 00 _o 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Q LLJ W J= O W H z o J Q C O L C N o _ Eu c C O N Z Ln g C s C m 0 o o a O � ILI PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP2 51 GFI (WP) SERVICE DISCONNECT ELECTRICAL- IST FLOOR- ELEV 3 114" =1'.0" AT 22" X 34" LAYOUT 118" =1'-0" AT I I" X 17" LAYOUT 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 A FOSSIL - BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITH IN 19 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 1500VA EACH 1500 1400 SF GENERAL LIGHTING @ 3W I SQ. FT. 4200 1 WATER HEATER 4500 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 1 DISPOSAL 690 0 TRASH COMPACTOR 0 1 MICROWAVES 1630 0 CENTRAL VACUUM 0 0 MINI FRIG AND ICE MAKER 0 0 JENN AIRE 0 1 CLOTHES DRYER ELECTRIC 5000 1 RANGE '11600 0 , COO KTOP 0 0 WALL MOUNTED OVEN 0 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL 0 35717 FIRST 10,000 @ 100 % 10000 REMAINDER @ 40 °% (25,717) 10287 20287 HEAT LOAD 8750 W 5688 65°% NC LOAD 2.0 tons 3750 VA 0 100°% (HEATPUMPHEATING WITH ADDNL ELECTHEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 25,975 VA DEMAND LOAD AMPERES 108 @ 240V NEUTRAL DEMAND AMPERES 74 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES ® OUTLET 110V OUTLET -TV O WALL LIGHT � GARAGE DOOR OPENER PREWIRE O SMOKE DETECTOR OUTLET • 110V GROUND FAULT OUTLET -PHONE d 18" LIGHT BAR 0 FLUSH MOUNT SIC O SMOKEDETECTOWCO2 0 INTERRUPTER ct a OUTLET 110V GROUND FAULT SWITCH• SINGLE POLE COACH LIGHT • FRONT DOOR O SURFACE CAN LIGHT BATHROOM EXHAUST FAN (m INTERRUPTER ® WATER PROOF 7U ® OUTLET • 220V SWITCH • 3 WAY COACH LIGHT REAR DOOR n OPTIONAL FAN PREWIRE FLUORESCENT 1'X4'21AMPS �4 SWITCH•4WAY // V \\ v TO POWER CO. TRANSFORMER BY UTILITY COMPANY - METER MAIN C(�MB0150 AMP NEMA3R OR 200iAMP NEMA 311 20C AMP INSIDE PANEL INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GRADE BOND TO FOUNDATION STEELAS PER NEC 250.520) WIRE SCHEDULE 1 TO POWER 00, TRANSFORMER 2 #4 BARE COPPER 310 SER AL (I OR 150 AMP) 3 bR 410 SER AL (FOR 2W AMP) PER NEC ELECTRICAL RISER DIAGRAM NOT TO SCALE CO PANEL SCHEDULE s-�,cpC I # # # DESCRIPTION # 1 1 2 RANGE 40AMP #8 2 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 AHU WITH HEATER 50 AMP #6 3 4 4 DRYER 30AMP #10 5 6 ACU 30AMP #10 6 7 8 8 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP #12 10 11 12 DISHWASHER 20AMP #12 12 BATH GFCI 20AMP # 12 13 14 SM APP # 1 20AMP #12 14 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 18 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 MAST BED/ BATH 15AMP #14 23 24 SPACE 24 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 BED 3/ BATH 15AW #14 27 28 SPACE 28 SPACE 29 30 SPACE 30 SPACE 31 32 SPACE 32 __j zz I Iilll���IIII) CENTURY1 tniY.V��A y MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 CD CD � ® ®J LL. e n1 06 d J C= LLJ .J ■■■ FO0 �: ((LLAN N 1-rNe `" fig J (1) Lp o c`3 o E o o Z �*CNuJ m000 O — U Q r-- LI PLAN # / ORIENTATION: 1402 0LK f RH SERIES NAME: DIAMOND PLAN NAME: 3311449 LAST REVISION 2,02 SHEET # GRP2 6,2 x 0 O it MEANS 4 METHODS NOTES THE STRUCTURE 15 DE516NED TO BE SELF 5UPPORTIN6 AND STABLE AFTER THE BUILDING 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE 5PEGIFIGATION5 HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING GON5TRUGTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE-55ARY 5HORIN6, 5HEETIN6, TEMPORARY BRACING, CUY5, AND TIE-DOW1\15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRAGIN6 REQUIRED TO STABILIZE AND PROTECT EX15TINO AND ADJACENT STRUCTURES AND SYSTEMS DURING GOUR5E OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. . THE HOOD FRAME STRUCTURE OF THI5 UNIT/MODEL 15 DESIGNED TO RE515T LATERAL LOADIN65 A5 PERMITTED BY SECTION 4.35 OF THE SPECIAL 0E516N PROVISIONS FOR WIND AND SEISMIC, (50PW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENIN65 METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 4.3.52. A5 LE 5UGH, WALLS WITH OPENINGS ARE GON5IDERED A SING STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOHN5 ADJACENT TO EACH WINOOW/DOOR OPENING. • 5HEARHA1_1_5 USED IN THE DE516N OF THE STRUCTURE ARE DE516NED TO RE515T BOTH SHEAR AND UPLIFT, AS PERMITTED THROUGH SECTION 4.4 OF THE 5DPH5. A5 SUCH, STUD CLIPS ARE NOT REQUIRED, EXPECT MERE NOTED ON PLAN TO RE515T EXCE55 UPLIFT LOAD THAT HAS NOT BEEN RE50LVED THROUGH THE EXTERIOR SHEATHING FASTENED AT THE TOP 4 BOTTOM OF THE SHEARWALL. TERMITE PROTECTION (ONLY ITS BAIT STATIONS ART: TO IE INSTAWIM) TERMITE PROTECTION SHALL BE PROVIDED BY RE615TERED TERMITIGIDE5, WHIGH MAY INGLUDE 501L-APPLIED TERMITIGIDE5, BAITING SYSTEMS OR TERMITIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEN GON5TRUGTION. UPON COMPLETION OF THL TERMITE PREVENTATIVE TREATMENT, A TERMITE GERTIFIGATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE ISSUED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOCUMENT WILL BE LEFT FOR THE BUILDER WITH THE PAPERWORK PAGKA6E AT THE JOB 51TE'5 PERMIT BOARD BY THE LICENSED PEST CONTROL COMPANY. IT WILL CONTAIN THE FOLLONIN6 STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF A6RIGULTURE AND CONSUMER 5ERVIGE5 LATERAL BRACIN6 4 WALL SHEATHING SPECIFICATIONS THIS MODEL HAS BEEN EN61NEERED TO RE515T LATERAL FORGES RE5ULTIN6 FROM UP TO 160 MPH WIND SPEED, EXP. G R15K GATE50RY II 4 SEISMIC GATE60RIE5 AB. ENCLOSED, 0.18 INTERNAL PRE55JRE COEFF. EN61NEERED DE516N WAS COMPLETED PER THE 6TH EDITION 2011 FLORIDA RESIDENTIAL ff BUIL0IN6 GODE5 (SECTIONS R301.1.3 (RES) 4 16061 (BUILDI1116)) 4 A5GE 1-10 STANDARD EXTERIOR HALL 5HEATHIN6 REQUIREMENT5: PI SHEATH ALL EXTERIOR HOOD FRAMED WALL5 w/ 1/2" PLYHOOD OR 056 FASTENED hV 2Y2"X0.131" NAILS o b" O.G. ALON6 PANEL ED6E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO STUDS) AND INSTALLED FULL HEIGHT OF SHEAR HALL - OR - 2X HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGE-5 4 E06E FA5TENING. 2. ALL STRUCTURAL PANELS ARE TO 13E DIRECTLY APPLIED TO 5TUD FRAMING o I6"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR HALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 5v2"x0.131" NAILS o Ib"o.c. USE (8) %"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR HALL5 ANF EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 6. SEE ARCHITECTURAL DRAV065 FOR ADD'L HALL CONSTRUCTION REQUIPEMENT5. 1. ALL EXTERIOR HALLS !.ONSIDERED A5 SHEAR HALL5. 8. HHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OF`":SET TO FALL ON DIFFERENT FRAMING MEMBERS. e s INDICATE; LOCATION AND EXTENT OF 5HEARWA.1-L WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. - 1/2" PLYWOOD OR 05E3 FASTENED H/ P3 2Y2"x0.131" NAILS @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 ASSEMBLY. HOLD-DOWN SCHEDULE SYMBOL 5PEGIFIGATION HO-1 U5P HTT45 HOLDOWN* FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 5.T. TO GMU WALL w/ (1) U5P ® 5T-1 M5TGM40 STRAP w/ (14) Y4" DIA x 21',1' LON6 TAPGON5 INTO GMU. 0)5E ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO STBIb ANCHOR BOLT 51'EGIFIGATION:. ANCHOR HOLDONN UTILIZING THREADED ROD (REFER TO LISP SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY -SET ANCHORS WITHIN 1 %" OF FACE ON GONGRETE FOUNDATION WALL 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth 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 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE561N5 ARE STILL ADEQUATE. • FASTEN 51LL PLATES TO FOUNDATION WALL5 KITH 1/2" DIA. ANCHOR BOLTS A 4'-0" o.c. W 1" MIN. EMBEDMENT INTO GONG. OR LISP FA3-TZ (GONG END) / 5T2-TZ (GMU END) STRAPS w/5PAGING PER MANUF. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE END DETAILS). • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT iW GONGRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO510WRE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLONING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: Pc = 2,500 psi:....... FOOTIN65 2,500 p5i:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE VEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAE35 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EPOE5, AND OTHER LOGATION5 WHERE SLAB GRAGKS ARE LIKELY TO DEVELOP. 00'-0" O.G. RECOMMENDED, 15'-0" MAX) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. f • HOOKS 5HALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 Pc=3000 P51 w/ MAX s/5" A66RE6AT F • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM I, GOMPRE551VE 5TREN6TH OF 1900 P51 (FM = 1500 PSU. ALL MORTAR SHALL BE ASTM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) 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 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GR L5 AND BOND BEAMS • ALL BOND BEAMS ARE: TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLD ON EACH SIDE OF ALL MA50NRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALL5. (AS SHOWN ON PLANS) • ROU6H OPENINGS ARE NOT SPECIFIED ON BLOGK PLAN - SEE ARCHITECTURAL P'LAN5. • ARGHITEGT/BUILDER TO REVIEW 4 VERIFY ALL BLOCK PLAN DIMEN51ON5 PRIOR TO GON5TRUGTION. rin-JAN pla OARAOE SLAB 3 1/2" GONG, SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIR61N 501L PORCH SLAB 3 1/2" GONG. SLAB ON 4" MIN. 6RANULAR FILL ON q5% COMPACTED FILLNIRC71N 501L SLAB ON 6RADE 3 1/2" GONG. 51 AB N/ (gxb WIAAA WWF (OR FIBER' MESH ILO WWF) ON 6 MIL VAPOR I )ARRIER ON 4" MIN. 6RANULAR FILL ON q5% GOMPAGTED FILLNIR6IN 501L FLOOR FRAMIN6 • I-J015T5/TRU55E5 SHALL BE DE516NED BY MARE. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH. 4 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EPCE5, FASTEN SHEATHING TO FRAMING MEMBERS W/ 6LUE AND 3"0.131" NAILS o 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMIN6 • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S 15651 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRU55E5." • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. OWPLYHOOD SHEATHIN6 2%, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS W R5R5-01 (2-VoW.1 13K RING SHANK) NAILS A V O.G. o PANEL E06E5 4 0 6' O.G. IN FIELD. PROVIDE "H" 5TYLE GLIP5 ALON6 UNSUPPORTED E06E5. FASTEN SHEATHING TO GABLE END 4 DRA6 TRU55E5 W R5RS-01 NAILS 0 3" O.G. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTIWa%LY UNDER ALL OVERFRAMIN6. • TRU55 ALL LWbE VALLEY PETS. FASTEN EACH END TO TRU55 BELON W LISP MTWI2 AND (2) 3"x0.131" TOENAILS TO EACH TW% BETNEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIW,, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 A 24' O.G. FASTENED fO TRU55 BELOW w/ LISP M 12 4 (2) 3"x0.131" TOENAILS EA. END (MAX. 4' LENGTH BETHEN SUPPORT POINTS) • ALL METAL HAW5ER5 SHALL BE 5PEGIFIED BY THE TRU% MANUFACTURER, UNLE55 OTHERWISE NOTED. • ROOF T1ZU55 SHOP IX^I65. SHALL BE 51"ITTED TO ARCH 4 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LET:CER FA5TENFD TO FRAMING W/(2) 3"x0.131' NAILS o 16" O.G. 0) 3'x0.131" NAILS o 24' OL) FK -R.- OGT. �._ •i_� V •• "1 �I :l.A._IC l LLa_ .I lli. i:• ♦ 1 �ll II .i Ivrr . I:.rr �l\S •� 1: lu. '�• � :. � � lu ICrr ■ Window $ Door Allowable Wind Pre55ure5 UP TO 160 MPH Wind Zone Exp G Ri5k Gat 11, Endo5ed 0.18 Internal Pre55ure GoeH. OPENING 51ZE INTERIOR ZQNE5 END ZONES 3'-0" X 6'-8" DOOR AI +35.6 P5F/-38.8 P51F +55.6 %F/-46.5 F15F 2-0" X 60" WNDN BI +31.5 P5F/-405 P5F @ +51.3 P5F/-4q.g8 P5F 3'-0" X 5-0" K\ DW U +365 P5F/-3q.6 P5F @ +365 P5F/-482 P5F 8'-0" X 1'-0I DOOR DI +332 P5F/-36.3 P5F D2 +332 P5F/-41.1 P5F 16'-0" X 1°-0" DOOR EI +313 PSF/-34.8 P5F 0+31.1 P5F/-38.b PSF 6'-0" X 6'-8" 56D. FI +52.4 P5F/-35A P5F F2 +32.4 PSF/412 R;F m End Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of ill" 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 r,OF height of 25ft. Values are permitted to be converted per A5GE T 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. I• DE56N 15 BASED ON: bth EDITION (2011) FLORIDA BUILDING CODE. • NOOD FRAME ENGINEERING 15 BASED ON N195, "NATIONAL DE516N SPECIFICATION FOR HOOD CONSTRUCTION" - LATEST EDITION. • DE5I6N LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F ® SLEEPING AREAS) DEAD = 10 P5F (I-JOI5T5 4 SOLID SAW (20 P5F ® TILE) LATERAL (SEE NOTES) SEISMIC (SEE NOTES) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD CONNECTIONS TABLE (IRG TABLE R602.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR GONNEGTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFAGTURER5 REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HAN6ER5 USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING GUN NAILS. • EXT. 4 INT. BR5 HALL5 SHALL BE 2x4 (UNLESS NOTED OTHERWISE c N PLAN) o 16" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR 131 F ER, U.N.O. W6LL5 OVER q' TALL SHALL BE PER PLAN • ALL HEADERS, BEAM5 4 OTHER STRUCTURAL MEMBERS SHALL t>< 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE BEEN DESIGNED BA5ED ON GALGULATED LOADS 4 51ZED ACCORDINGLY. CODE TABLE5 HAVE NOT BEEN U5ED. • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 15TUD' GRADE MEMBERS SPACED A 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD BEARING HALL5 SHALL BE: (1)2x4/b FLAT A OPENIN65 UP TO 4', (2)2x4/6 FLAT UP TO 8'. • ALL FRAMING LUMBER 51-1Ai.1 BE DRIED TO 15% MG (KD-15). • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • 'L5L' - Fb=2325 p51; "v=310 p51; E=155xI0 6 p51 • 'LVL' - Fb=2600 psl; 1-v=285 psi; E=2.0x10" 6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"x0.120" NAILS o 8" O/C OR 2 R0W5114"x?;12" LISP WOOD 5GREW5 (OR 3Y2" TRU%LOK 5GREH5) o 16" 0/6. 15E A MINIMUM OF 3 ROWS FOR BEAM DEPTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOGATI= TOP I BOTTOM NAIL5/5GFE!-'6 2" FROM E06E. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. U5E 2 RONS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"x6" U5P WOOD 5GREH5 (OR 6 %" TRL65LOK 5GREN5) o 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE ONLY FOR TRI65LOK SCREWS). LOCATE TOP AND BOTTOM 5GREP6 2" FROM E06E. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK 5TT11) 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • FOR STUD P05T 6ROUP5 SPECIFIED ON PLANS A5 (4), (S) OR (6), FASTEN PLY5 WW3"x0.131" NAILS a 6" O.G. OR (2)5"x0.120" NAILS a 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE 50LID BLOGKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FND✓BEARIN6. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD PLATES TO TOP FLANGE OF STEEL BEAMS WITH P.A.F.'s ('HILTI' X-GF PINS OR EQUAL) o I6" O.G. 5TA66ERED, OR 1/2" DIA. BOLTS o 415" O.G. STAGGERED. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE LISP G44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) DE5GRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"0.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/BLK`6. NAILS a 4" o.c. NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAIL5 (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS a 6" o.c. BLK'6. BTHN. JOISTS TO TOP PL. 3 TOENAIL5 (3) TOENAIL5* DOUBLE STUD NAILS o 24" o.c. NAILS o lb" o.c. DOUBLE TOP PLATE NAILS o 24" oz. NAILS A 16" o.c. DOUBLE TOP PLATE LAP SPLICE 77 NAIL5 IN LAPPED AREA _ it NAILS IN LAPPEL, AREA „ TOP PLATE LAP A CORNERS 4 INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS _ F2Y2"xO.113 I5 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER 01 NAILS. NLY AGCEPTABLE WHERE * ARE 5HOWN) - REVIEWED FOa ;ODE COMPLIANIC q-T. LUCIE`COUI; EOCC FILE COPY seal: $Ep 2 4 2020. BAI@111Bpy� Np 77824 *v :-A o� a 0r- P ` © copyright: MULHERN & KULP Structural Engineering, Inc. z W W z o CD rn z W 1 J Q a�g F- F Iz F- m TT _J 00 E is >♦ Z 2 Lu Cry 2 LW ®N ¢ Cl) a IV I project number: 1 95-19004 project mgr: .JSB drawn by: KAR issue date: 09-23-20 REVISIONS: date: Initial: T CL 7 U Ln 0 J 0 LEJ 0) d'I D �� aLL LL U �" < L U Ld Cp ®a. 01! 11 LL sheet: i r 3i'-1 1/2" I b' 3r DI.O Iq'-q 1/2" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -T PROVIDE SLAB D RECESSSEE I I I I PLANS ARCH. PE I I I I I I I I SLAB ON I I I I I I I I I I I I I I a I I I I I0 L 20'-2 1/2" 4 I Dl.o f ----4„ — — — — — — — — — — — — STEP I I ----vt — — — — — — --- 60AT PLAIN GONG. I I I THICKENED SLAB I I I I I GARASE SLAB I I I 4 I DI.O IVARIES I I I L I I I I — J I DI.O I 01.0 --- --- '" --------- -------J PORCH 5I-A13 12" WIDE TURNDOWN x I 1-1'-4 1/2" 12" MIN. BELOW GRADE — — — — — — — — — — --- (TYP) 2'-b 1/2' I6'-3" 4'-0" 20'-10 1/2" 3l'-I 1/2' SLAB FOUNDATION PLAN SCALE: I/8"=l'-0" ELEVATION B 13 R00F FRAMING PLAN 'ATION B III . ♦- - '1I 9 I'- -I' • • .- - afffA I iA -11 v-� � ♦- -11 • - ' " �. ' I CIF Ii �. . �.fi♦I 1 rr ..4 - .♦ iu. 171 • I. .♦ �I�I Ii: Iqr 1=_ql. 1:. rr I I:.rr .filliy 11� lip .-I� � I, lip 1"rr CONNECTION SPECIFICATIONS (TYP. U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FASTENING TRUSS TO DBL TOP PLATE OR BM. LISP RTIbA (q) z'X0.148' TO TRU55, (6) 3'1 TO PLATE GIRDER TR. TO POST (SPAN S20' U5P HTH20 20) 'XO.148" 61RDER TR. TO POST ISPAN >20' 2 U5P HTW20 2290 20 'X .148" FLUSH BM. TO POST U51' HTN20 11 20 3 X0.148' VALLEY TRUSS TO BASE 82 z 5TICK-BUILT17 MTNI2 82 z z STUD TO M 50LE PLATE U5P RT7 7777071 ROOF TRUSS TO GMU U5P HTAlb 1810 (q) %0.148' ROOF GIRDER TR. OR ROOF FLUSH BM. TO GMU 9P HTAIb 1670# (CV z"X0.148' 6AR66E 5LAB 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR PILL ON q5% GOMPAGTED FILL/VIRGIN 501L PORCH 5LAB 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR FILL ON 115% GOMPAGTED FILL/VIRGIN 501L 5LAB ON GRADE 3 1/2" GONG. 5LAB w/ bx6 NI AA A NNF (OR FIBER MESH ILO NNF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIRGIN 501L HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HD -I U5P HTT45 HOEDOWN* FASTEN BUILT-UP POSTS 5UPPORTIN5 ROOF G.T. TO GMU WALL W (1) U5P 5T-1 M5TCM4O STRAP W (14) y4" DIA x A 11 LONG TAPCONS INTO GMU. N5E Q E STRAP TOTAL PER BUILT-UP POST, U.ND) *ALTERNATIVE TO 5TBI6 ANCHOR BOLT SPECIFICATION ANCHOR HOLDONN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION W U5P CIA -GEL 1OOO EPDXY SYSTEM PER MANUF. RECOMMENDATION. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN I %" OF FACE ON CONCRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • — • • — BEAM / HEADER • rrT:T:T:-9 EXTENT OF OVERFRAMING • J L METAL HANGER • INDICATES SHEARWALL • INDICATES HOLDOWN REFER TO 50.0 FOR TYPICAL STRUGTURAI. NOTES a sc►EvuEs seal: S 24 311111® G. c°",le C`NA� No 77824 C) �Sfi E OF :444/ Q FD�BS,S `O of 111111% (D copyright : MULHERN & KULP Structural Engineering, Inc az Z J W CD Z W as J N EEE Q E F 1lj y � f]O =a QE J� LU I in LU y In W QQ 'cli - mom Fri c. IV M&K project number: 195-1 9004 project mgr: .J S B drawn by: KAR issue date: 09.23-2C REVISIONS: date: initial: z 0 �Ji- a QQ Z O LO LL :2 > q U 0) 3: LL �Ld 1 U LIJ �M o (L W LL � F' I sheet: RIGHT HAND S 1.OB I r® N GMU BLOCK FOUNDATION PLAN 5GALE: I/8"=1'-0" (11NIT SHEET SIZE) ELEVATION B 5GALE: I/4"=1'-0" (22N54" SHEET SIZE) MASONRY LINTEL. DETAILS REINFORGEFIE?di MARK DE516NATION TOP BOTTOM 5HEAR REW ORGEhIENf MB-1 8F9-0B/0T — MB4 6F8-1B/Or (U 45 MB 3 8FI6-IB/IT Q) a5 (1) #5 MB 4 8FI6-�/IT n) n5 (� VERTICAL TIES ® 4'ot. W180 DEGREE HOOK T46 APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE 4 QUALITY PRECAST GO. Ni I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14b' 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 AS REQUIRED. 3. ALL LINTELS SHALL HAVE 4' MINIMUM BEARIN5 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, f9=60 ksl 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. ALTO PI-10MAM , FOUNDATION • DESIGN 15 BASED ON bth EDITION d2011" FLORIDA BUILDING CODE. • FOOTIN6 DE51614 — THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516145 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516115 ARE STILL ADEQUATE. • FASTEN 51H PLATES TO FOUNDATION WALL5 WITH 1/2" DIA. ANCHOR BOLTS ® 4'1 o.c. W T MIN, EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ !'GMU FND) 5TRAP5 W5PAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE 1 ND DETAILS). • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL. BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORR051ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT W PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 315. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE'551VE 5TREN6TH5 IN 25 DAYS, U.N.O.: f'G = 2,500 p51:....... FOOTIN(4 2,500 psi: --- 5LAE35 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL CONCRETE EXP05ED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 51 AB5 ON 6RADE SHALL BEAR ON VIR61N 501L OR 95% COMPACTED FILL. • PROVIDE CONTROL It>INTS AT AU" INSIDE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS K ERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" G.G. RECOMMENDED, 15'4" MAXJ • MINIMUM LAP 5PLIGE`=> ON ALL REINFORGEMENT SHALL BE 45 BAR PA. • HOOK5 SHALL BE PROVIDED AT D15GONTINUOU5 END OF REINF. • 6ROUT SHALL BE A51M G416 F'c=3000 PSI W MAX %" AG6RE6ATE • GONGRETE MA50NRY UNITS SHALL BE A5TM GcI0 WITH A MINIMUM GOMPRE561VE 5TREN6TH OF MOO P51 (FM = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, T(PE S. GMU DE516N BASED ON AGI 530/530.1 • REINFORGED GMU GOREi (A5 INDICATED ON PLAN) SHALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING P (EL BELOW. PROVIDE MIN 30" LAP SPLICE KITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS AR[- TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (I) #5 BAR WOUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL, WALL- CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOGATEG IN THE CENTER OF THE MA50NRY DELL, AND SHALL BE LOCATED A A MAXIMUM OF Vi O.G. IN EXTERIOR WAL L5. (AS 5HOWN ON PLANS) • ROUGH OPENIN65 ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITECTURAL PLANS. -1EVIE • ARGHITEGT/BUILDER TO REVIEH ,q VERI '2k DIMET1510N5 PRIOR TO GONSTRUC "ION. I ll FILE MPY seal: SEP 2 4 7tl''! ,peeorr®cans `ew''P��aGETJuF°�G ��s A No 77824 TE OF .°. e Qpi4��:. ONAIL %%.0,- 'rrneaeey © copyright : MULHERN & KULP Structural Engineering, Inc, 0.(13 z z JW w z c.0 CY) z � a J a m Z= v L3 U � R C w� m M a � Wco ��j iWill >. a .- w Y �? 2 m rh w p cv o I M&K project number: 1 95- 1 9004 projectmgr: JSB drawn by: KAR issue date: 09-23-20 REVISIONS: date: nitiA Z 0., 0 z Q.. W 0 In �� dM 21, Q �� 1 000 � �U. sheet: RIGHT HAND seal: EP 2 4 202d HEEL HT. 8" GMU BOND BEAM W/ (1) #5 CONT. 8 REINF. GMU WALL- -SEE PLAN FOR VERT. d HORZ. REINF. SPECS 1tiJ•I --a— BOND -BEAM — mazilt�_ N PROVIDE 50LID SHIM BETWN TRUSS t CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 1 Ys" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL F. 0 BUCK SPECIFIED BY NINDOKVOOR MANUFACTURER SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE N5P NOPI OR 51MJ EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 CATS o 16"o c. FASTENED TO GABLE END TRU% w/ (2)3'XO.131" TOENAILS. PROVIDE (1) U5P R73A GLIP ® OVERHANGS > 12' e GABLE END VERTICAL WEB REINFORGING AS REQURIED BY TRUSS MANUF. U5P HGAMIO CLIP o 36"oc. EXTERIOR SHEATHING EDGE NAILING - 2VX0.131 NAILS o 6"o.c. PROVIDE M015TLIRE—� BARRIER PLATE BELOW WOOD MEMBERS ON GMU NSP NOPI OR SIM) 8" GMU BOND BEAM wJ (1) #5 BAR GONT. 6" REINF. GMU NALL / -5EE PLAN FOR VERT. J b HORZ. REINF. 5PEG5 FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ I BLOGKIN(5 w/ 2 %, "x0.113" VX0.131" TOENAILS RING SHANK NAILS ® 6"o.c. EACH END x x 2'-0" MIN ROOF (4) 3 c II SHALL G I/4"X0.131 GONT. 24" MIN NAILS 2x4 BRACE w/2x4 T-BRAGE, L PROVIDE 2x4 BLOCKING SPACED ®4-0O.G. MAX. 48" O.G. IN FIRST 0) BAYS FASTEN 2x4 TO T w/ 3Ya"x0.131" OF ROOF TRU55E5-GUT TO NAILS o 12' O.G. FIT TIGHT BETWEEN TRUSS BOTTOM CHORDS —VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN DRYWALL TO BLOGKING w/SGREWS /NAILS ® b" O.G. TYPICAL SHEAR 3FER DETAIL � ec" as'•IW NOTES: 1. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY I V (1) ROW OF % x4' TAPGON5 6' FROM ENDS AND 16' O.G. MAX. TAPGON5 TO BE 1-Y2' MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL GONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (5) RON5 OF 3'xO.I31' NAILS STAC,6E 0 12" O.G. EA. 5UGGES5IVE BUCK 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE 5AME OPENIN5 IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 05TENIN69) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK tV (2) ROWS OF 24YxO.131" NAILS ®16' O.G. FASTEN WINDOW TO 2X PER WINDOW MANIFAGIURERS 5PEG5. 6. FASTENING SPECIFICATIONS ARE MINIMUMS. ANY FA5TENIN5 REQUIREMENT5 PROVIDED BY THE MANUFACTURER WHIGH ARE GREATER THAN THOSE 5WIFIED SHALL SUPERSEDE TH05E OF NOTES 1-5. (1) #5 IN BOND BEAM 1--------- —_ — (1) #5 BAR IN PRECAST LINTEL I (2) #5'5 VERTICAL IN GROUT FILLED CELL. IN NALL5 GREATER THAN 30" WIDE, ONLY (1) #5 15 REWRED (1) #5 VERTIGAL IN GROAT FILLED CELL (IF REGV PER PLAN) ENTIRE GOLUMN TO BE GROUT FILLED 0'-0" PROVIDE # OF DOPEL5 ® 5LA13 TO FIN. FL. MATCH VER I . BARS w/ 30" MIN LAP 5PLIGE NOTE: ALL HOOKS AND 5PLIGE5 TO BE GON51MTED AND 51ZED PER NOTES 6ARA6E DOOR CCA, VERT. REINFORGIN6 DETAIL Wo" WM 2x&x12" P.T. CENTER EYX SEE DETAIL I FOR • Y1' PIA. J-BOLT' ADDITIONAL CONNECTION (SE'_ BELOH INFO NOT SHOWN HERE 2X4 P.T. TOP BUCK • FASTEN EA. ROOF TRUSS TO GMU 2X8 P.T. BUCK EACH w/ U5P HTWMI6 TW15T STRAP. 51DE OF OPENING FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON5 PONER13OLT a PROVIDE (5)Yz" DIA. J-BOLT• W/ 5)4" 5GRE1,N6 g F • EMBEDMENT AT EACH DOOR BRACKET, PROVIDE M015TURE BARRIER EACH SIDE OF DOOR. PROVIDE (1) & x WbN PLATE NSP NOPI OR SIM) A N THICK WA5HER VV EACH ANCHOR (15T BOLT EACH TRU55.iQ TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES ® EVERY MITRE PRECAST OTHER BAY FASTENED TO GMU w/ (3) CONCRETE LINTEL5 TO SHARE BEARING ON Ya" DIA. x 3Y2" LONG TAPGON5. 8WY GMU G LUMN. * PROVIDEY2" DIA. x 8" LONG LISP FASTEN BLOGKING TO ROOF TRU55B 5GREVWLT OR APPROVED EQUAL IN w/ (2) 5 '0.131" NAILS ® EA. END. PLACE OF J-BOLT IF M155ED DURING CONSTRUGTION RA6E DOOR BUCK DETAIL RETROFIT DETAIL BATT OR BLOWN — INSULATION PER ARCH FIBERGLASS 5HINGLE5 OR TILE ROOF PER ARCH �� APA RATED STRUCTURAL SHEATHING -SEE NOTES COMPACTED FILL o c5A STANDARD DENSITY TYPIGA � D J 5GALE: N.T.5. CONNECT END OF MASONRY LINTEL TO TOP OF PER/ WALL w/ (1) #5 BENT DOWEL w/ STANDARD HOOK REINF. MA50NRY LINTEL/ BEAM - SEE PLAN FOR SPECIFICATIONS. PER 2011 FBG bTH ED R103.1.2.1 SOFFITS AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RE515TIN6, WIND LOADS SPECIFIED IN TABLES R3012(2) AND R3012(3) FOR WALL5 U51N6 AN EFFECTIVE WIND AREA OF IO SQUARE FEET. ,aeeeuaeca No 77824 -� ST E OF ti (o r NAt- grreeaue®®,®ne © copyright: MULHERN & KULP Structural Engineering, Inc CD li z z J w w w N z z a w J � Q n NOTE, W ti COORDINATE SOFFIT OVERHANGS WITH m =, ARCH AND TRUSS MAN1F. DRAWINGS a a A r W_�ER TO 5DI.0 FOR K] ADD'L 5TRUGT. INFORMATION CEILING BOARD -SEE ARCH TYE, QNGy5L 4B: REfER TO FOUNDATION DECAIL5 (FPI.0) d PLAN MONOLITHIC FOUNDATION I-00 W/ (2) #5 HORIZ. GONT. ON MIN CHAIRS 0' MIN. COVER) -STORY WALL SECTIONG GROUT LINTEL A55EMB1-Y SOLID W2' MAX. / ILL HT. M13-2 PRECAST LINTEL -5EE PLAN REINF. GROUTED — 8"x8" GOLUMN w/ (1) #5 BAR (1) #5 BENT DOWEL — w/ STANDARD HOOK CONNECT ENDS OF MITRED MA50NRY LINTELS w/ (1) #5 13EW DOWEL PORCH GMU CORNER COLUMN DETAIL 130PRYW o GONT. (1) #5 REBAR CONNECT ENDS OF MITRED MA50NRY LINTELS w/ (1) #5 ._". BENT DOWEL �INTER5EGTING M5-2 LINTEL -ANGLE GUT A5 5HOWN ON PLAN VIEN f JZCD H m W o N M&K project number: 95-7 9 '04 projectmgr: ,JSB drawn by: KAR issue date: 09-23-20 REVISIONS: date: initial: W FL5L �n — 0. Z 0 U U UJ CQ r� 0Ld .� Q 0 > d NJ J NJ 2 LL �.� < Ld .D I a � 00 o n (y) (] sheet: • 0 0 8" Cm BLOCK TYP. 5LAB ON GRADE: CONCRETE L.EWE CAN 8" Cm BLOCK TYP. SLAB ON GRADE: 3 1/2" GONG. SLAB W/ bxb (1) #5 FROM FTC. 13 REPLACED GMU 3 I/2" GONG. SLAB wl bxb (U #5 FROM FTC. TO BOND BEAM. BOTTOM COURSE GUT O) �5 FROM FTC. TO BOND W1.4xl.4 WWF (OR F113ER ME5H TO SLOPE OF GARAGE BEAM. SPLICE TO BE MIN. WI.4xl.4 WWF (OR FIBER MESH TO BOND BEAM. SPLICE TO BE MIN. ILO WWF) ON b MIL VAPOR SLAB 30" GROUT CELL SOLID ILO NW) ON 6 MIL VAPOR 5FLIGE TO BE MIN. 304 GROIN CELL 30" GROAT CELL BARRIER ON 4" MIN. SOLID 0. TYP. GARAGE SLAB' TYP. PORCH 5LA13' BARRIER ON 4" MIN. 50LID GRANULAR FILL ON 95Ai 4' GONG. SLAB ON 4" 4° GONG. SLAB ON 4" MIN. GRANULAR FILL ON 95% COMPACTED FILL/VIRGIN 501E MIN. GRANULAR FILL ON GRANULAR FILL ON 95% GOMPAGTED FILL/ IRGIN 501L MATCH CM 95% GOMPAGTED COMPACTED FILL/IN 501L _ LE06E PER FI IRGIN 501E _ L VFDLO ;e ll=1 I —III —I —I w _° 1=1 I I —I I I —III I I I GRADE ;4. r J1 III III III GRADE —III —III ll1 III—III=1TI—I 11- ,_ I. I=11=1 I —I 11- =ll1 11=1 11=11 III=III T= Y EXP .R LIl—IL=J LTI 1 T I —I = 1=LI 1J—L JO1NT 111-11 e IZI—III—I' 111-1-11 —ITS-111 I -III —III :. ITI— I I= I I-1T_I=1 I I H I I—' =III —I I I—�LI=_I T • _ �=1 I _ — —III—I —1 � 1 1 rI—_ MONOLITHIC, FOUNDATION IJ1 III GLEAN �, I I I III Wy (2) #5 HORIZ. GONT. ON GLEAN III -III—III MONOLITHIC, FOUNDATION GLEAN -�- MONOLITHIC, FOUNDATION COMPACTED W/ (2) #5 HORIZ. CONT. ON COMPACTED COMPACTED CHAIRS (3' MIN. COVER) FILL 0 9`✓% I-0' CHAIRS Of MIN. C4 VM FILL o 95% I'-0' W/ (2) S5 " MIN. GOVT.) I'-0' FILL o 95SK MIN. STANDARD MIN. CHAIRS (3" MIN. COVER) STANDARD MIN. _ STANDARD DENSITY WHERE 2NO STORY DENSITY WHERE 2ND STORY DENSITY WHERE 2ND STORY 01 FTC. SHALL BE OCCURS FTC. SHALL BE OGCUR5 FTC. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 V-4' WIDE W/ (2) t5 BAR5 1'-4' WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL 6ARA&E CURB DETAIL EXTERIOR WALL ® PORCH SLAB DETAIL nra 3 ec+r.a Nro I GARAGE INTERIOR HOUSE INTERIOR I I TYP. EXT. WALL BEYOND TYP. SILL PLATE -SEE DTL 2/FDID -SEE DTL I/FDI.O GARAGE SLAB INTERIOR BEARING T -) GARAGE SLAB -SEE DTL I/FDIA SLAB ON GRADE -SEE WAIL l -SEE DTL 2/FDI.O -SEE DTL I/Pf I.O 2x P.T. BOTTOM PLATE I dd I SLAB ON GRADE PIN5HILTI OR EQUAL A 86' — �I -SEE FND. PLAN 04. GRADE a a: e I I III III II I :r I,III=11. ,4 s I I III 1 I, ,III—' — — — N s TRENCH GONG.G -III ,I I °• =III„III , =III= I' tr PLAIN CONC. THICKENED MONOLITHIC FOUNDATION PV SLAB W ( PLAN FOR 512EJ MONOLITHIC FOUNDATION PV PLAIN GONG. THICKENED REINFORCEMENT 12 (2) #5 HORIZ. CANT. ON (2) #5 HORIZ. GONT. ON 12"W 55LA13 I'-0" -5EE DTL I/FDID CHAIRS (3" MIN. COVER) MIN. CENTER FTC. ON GHAIR5 01 MIN. COVER) MIN. (SEE PLAN FOR SIZE) MIN. WALL ABOVE TYPICAL THICKENED SLAB TYPICAL THICKENED SLAB TYPICAL SLAB ON 6RADE GmA 0 INTERIOR 6ARA6E WALL ® INTERIOR BEARING WALL PERIMETER FOOTING ®GARAGE ENTRY 5GALE: 3/8"=1'-0" SCALE: N.T.S. SCALE: 3/8"=1' 0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME I$ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQUIRED ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. 0 II GROUT LINTEL ASSEMBLY SOLID REVIEWED r u" ST. LL,., B(. BOND BEAM W/ CANT. (U #5 REAR VINYL SOFFIT (AS CHOSEN BY BUILDER) PRECAST LINTEL - 41 SHALL MEET R'103.11.1 -SEE PLAN -INSTALL PER MANUF. SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP REINF. GROUTED GUT EVERY OTHER 1" DEEP SAW GUT CONTROL JOINT WITHIN OF PIER/ WALL W/ (I) x5 GMU GOl UMN `BILE COP WARE OF W.W.F. 0 24 HOURS OF POUR M1044AY INTO 5LA5 BENT DOWEL W/ 24" LEGS (1) #5 BAR CONTROL JOINT -LOCATE JOINT5 o SLAB GORJER5 d OTHER AREAS WHERE GRAGKS ARE 0) #5 FROM FTC. TO BOND TYP. PORCH SLAB LIKELY TO 01 BEAM. SPLICE TO BE MIN. -SEE 3/FDIA IS' MAX 30' CR.OUT CELL SOLID SLOPE BETWEEN PER PLAN SAWGUTS - SLAB ON GRADE —SEE FND' PLAN ` 111-1 1=111=LI i=I ., •.; � ... �—III—III—I I_I 11. x. a MONOLITHIC I III/ =1 I— 1 I i I I—III-T—I I I—r- - (2) #5 HORIZ. GLEAN GOMPAGTED FILL o I'-0" GONT. ON cFA STANDARD DENSITY MIN C.HAIR5 (3' MIN. TYPICAL PORCH COLUMN CO"VER) TYPICAL CONTROL JOINT @_EON NECTION DETAILSCALE: 3/0"=1'-O" LOCATE ®1O'TO 1Vo.c. OR SC: NONE 5LA5 ON GRADE CORNERS WHERE CRACKS LIKELY TO DEVELOP seal: SEP 2 4 7r"^ -,�,ae®eoaaac .�\ �A •, 1. �j� No 77624 TE OF :.to © copyright: MULHERN & KULP Structural Engineering, Inc z Z JLLIF N = Z z W Z1 J y � a E � � n x N > J LU Q E J= Sy m C g o. M&K project number: 195-19004 projectmgr: JSB drawn by: KAR issue date: 09-23-20 REVISIONS: date: initial: w LLJ I— Z w 0 0(.) Q., U) U 0 W� Q 0 0 2 Lr1 d 0) 41 d J ILL Q Z r— Lj UN D I UJ 0 00 o °- sheet: FD 1 s0