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HomeMy WebLinkAboutBuilding Planslllcs il; • 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 `V. C^ z Q W 7 LJL.i in. m act H c O �Lf J N�(- n3o2 Q cy N tii _ Li 0 � O d o z V U L. o W a m� 2 o v o ° �,,Lcnn // a f''%N15r' l2x ILL PLAN # / ORIENTATION: 1202 BLK HRH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2,02 SHEET # GRP2 0,2 s,'$ to Rgis iniebest al e "6 knowledge, thforn=a I, a, onjmh etbea:nie 2D in m �ht�'d� >gie •, u.uylao ew Or the 2f)19 No$ .Y Florida Huilduig Cade (6th Rhhun)-R. 7 p 261202 0 No"Ilan rWl :rtiuns are �? as expre.viced m implied. I q'��q". h -tf Mills, Short P, Associates PHONE:772.226.7282 WEBSITE: G.A. * 30698 www.MilisShortAssociatt-.s.com 700 22nd Place Suite 2C/2D 100 South 2nd Street, Unit 209 4620 Lipscomb Street NE, S[iite 2 Vero Beach, Florida 32960 Fort Pierce, Florida 34950 Palm Bay Florida 32905 1 1 /2" VTR JIB O TO 4" SEPTIC LINE PLUMBING ISOMETRIC i mi 34'-811 18-41/2 3 13-31/2 6-311 L 10'-21 /2" SLAB CUTOUT FOR SGD THRESHOLD - - SEE DETAIL ON o SHEET GRP240 14'-9" 51/2" N i. .. M :;WATER , 04 N HEATER _ 11-1 1/211 11'-11 1/2" AIR HANDLER DRAIN AHU DRAIN FRIG DW 2'-71 /2" 2'-61 /211 2 6" _= M VAC ;HOOKUPS 1 /ZI 2' 11'-81 /2" 04 ELECC fC PAD LO 2'-0112" 2-9- L-8" - " CUT CONTROL JOINTS ATiN'TERVALSTOAO' I' ,-NBOTH DIREC54ONS b$ 164" 19' 4" ' a _ o 0 , ..... I r 16 CO 1'-101 /2" 11 11 0 1 1 3 8 20 PLUMBING PLAN ELEV'B' 1 11411=1'4" AT 22" X 34" LAY UT 1181' =1'-0" AT 11" X 17" LAY UT RECEIVED NOV 1 3 1010 permitting Department St. Lucle County �liIII� CENTURY, MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA30071 PHONE: 336-282-3606 WJH, LLC © 2020 H O J 7 N 04 (li _) O o z U o Ln LU w X . 0000 o o X o U a X 4EWEn FOR ~91OR ITATION': JCI COU1 ' ry B102 BLK /RH SERIES NAME: DIAMOND PLAN NAME: AM PY LAST REVISION 2.02 SHEET # D �d 'c t r Fv Grp 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 4 O la.. IIL® 'c 0 REVlLHVLU i-:08 CODE COMPLIANCE ST, LUCIE COIF""''a Y Q BOCC o •� z N U Q UN c000 W 0 0 X x O U Q X x PLANFltef Bg�ATION: 1202 BLK'RH M Okra Mk A ll PLAN NAME: R Nol"1 LAST REVISION a SHEET# WALL LEGEND FULL HEIGHT 1 FULL HEIGHT 2X4 WOOD STUD PARTITION STONE VENEER BRICKVENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FULL HEIGHT 2X6 WOOD STUD PARTITION DRYWALL OPENING HEIGHT AS NOTED ON PLAN, 6'•8" HDR HT. 1 ROD & SHELF NOTE: EXTERIOR WALLS FRAMED AT 16" O.C. INTERIOR NON. BEARING WALLS FRAMED AT 24" O.C. REF TO STRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION TABLE R302,6 DwellinglGarage Separation Se arp alion Material From the residence and attics Not less then ''/2-inchgypsum boardorequivalent applied to the garage side From all habitable rooms above the garage Not less Van 5 A -inch Type X gypsum board or equivalent Slruclure(s) supporting f oor•ceiling assemblies used for separation required by this section Not less than'/•inch gypsum board or equivalent PLAN NOTES 1. VERIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS & DOORS. 2. PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDINGCODE R308.42 3, PROVIDE SAFETY GLAZING ATBATHISHOWER PER FLORIDA BUILDING CODE R308.4.5 4. NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS, SPACING SHALL NOT EXCEED 24" OC. (NON BEARING WALLS ONLY) 5. PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE, 6. WHERE DRYWALL CEILINGISAPPLIED TOTRUSSES @24'O.C.,USE 518"DRYWALL OR112°SAG RESISTANT PER SEC.702.3.5, 7. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THAN 112' GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 50' TYPE T GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112" GYPSUM BOARD OR EQUIVALENT. 8. INSTALL 1318" THICK SOLID WOOD DOOR BETWEEN LIVING & GARAGE PER FLORIDA BUILDING CODE R3021.5, 9. ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST COMPLY WITH R612.2MIN, 24"SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE. 10, PROVIDE FIRE BLOCKING PER SECTION R302.11 11. PROVIDE DRAFT STOPPING PER SECTION R302.12 .] LC 17'-4" 12'-5" .2-5 1/2" I, I. 4'-0" 9'-8" 3-0 5.0 SH TEMP I 6068 SGD 8'08" HH 5-0SH. 6'-B'H.H. EGRESS N � I OWNER'S BEDROOM LIVING ROOM co x 12'•0" X 13'-0" cc,, 16' 8" X 13' 0° o r- 1 U-7" 3'-71 / ATER N ' HEATER ` ;Z8618p2ZI8 — M 0. BA 5.1 DINING N W GR 2P N M o Z N o N 3' 1 112" 1 T-1 1 /2" _� M LO xx MECH FRIG. KITCHEN DW �_ w HOOKUPS x _ M N ES GRP25 2N o N BEDROOM 2 10'0"X10'0" r M } N a O O co C_V Ia pp 10'-31 /2" _ _ - Y ¢ c� _ o co�_ it LO - O 00 '-31 /2" ELECTRIC u, 6-8 1/2" 9'-9' 71 3-8" 20'-0" 34'-8" 1 FIRST FLOOR PLAN ELEV'B' OCT 1 s 2020 114 - V-0 AT 22 X 34 LAYOUT 1%%� DES G. 118" _ 1r-0 n AT 11" X 11" LAYOUT NcE'/,s.<,,; e 0TE OF AL vi w z U N 0 w F- 0 H 0 w H w O 0 LL. z w 2 0 z 0 w w w cc — z N Q 0 z } J z 0 LU CC f— N 0 LL J a N H 0 LLJ w w Q d J Y oZS W Z) PW CENTURY Vie 3„mx•^°(.. MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC 0 2020 ■ z� H � '%ODE COMPLIANCE > C Q N dCII E COUNTY o o BOCCCr cu u 0 < o o z g W O U < *ON 000 2 o X 00 Q X L1 PLAN # / ORIENTATION; 1202 BLK /RH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2,02 SHEET# GRP21,2 a WSIDING CEMENTITIOUS SHINGLES AS SPECIFIED FINISH 1ST f100R PL. HT. t ,3 ■ T r 00 _ co ❑❑ ❑ ■ ■ ❑ ■ ❑ ❑ ❑ ❑ vi w a 0 Lu F- 0 0 H fo W g w Z 0 a� Q 0 \_ O SHINGLES AS SPECIFIED LL Z CEMENTITIOUS FINISH 1STFLOORPL. HT. _ w J , / tO r 1 1 • S C' I `} , II - - t - r \ - ;, : Q _ 4 _ __.r 4M1`/n_ 1 _ _ •iy 'y m _ _ M1 _ ,_r W __ _ _ _ _ 1ST FLOOR FIN. FLR. _ 1STRFIN,fLR, — , _ / \ lip \ / / ! • T' \' ' 1 1 —+.—r' ✓ 1 FRONT ELEVATION'B 114 1.0 AT 22 X 34" LAYOUT 118'" V-0" AT 11" X 17" LAYOUT {/ t 111 W # r 3 LEFT ELEVATION B 11411.11.0" AT 22" X 3 " LAYOUT N a 11811.11.0" AT I I" X 1 LAYOUT 0 a J Z 0 ui H V I ' � N SHINGLES AS SPECIFIED 77 r1ST LOORPLHT. _ n _ a' 1 / - CEM Tff S bU q - - - '\ - - - - -' - FINISH p. 1STFl OR FIN.FLR, 2 REAR ELEVATION IBI II _0 AT 22 X 34 LAY 114 1 OUT 11811: V-0" AT 11" X 17" LAYOUT L�n/ 0 1L Z Q a V) 4 r> 1 � o �. w N SHINGLES AS SPECIFIED W Lu a. 1ST FLOOR PL. HT, i a tr 1,1 W _1 1 M1 i' 1/ L n ,1 r rEl, CEMENTITIOUS FINISH r - - - - - _ _ _ _ NISH !T 4 - _ 06 - ;, I - 1ST FL OOR FIN, FL K _ - _ J 1..1..1 is I ,`,oaaAu G. neeee���0 _ RIGHT feLEVATION'B° ,,�,,P;.\CE/Vd*. .� No 782 4 1A11 _ V-0" AT 22" X 34" LAYOUT II I it II " of � ATE OF ;�[f%$ 118 =1.0 AT 11 X 11 LAYOUT ,. 'psis't 0 R 1 p p. •\�,. AL III I I � I I II►I ,, MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 m z _ o I I LJJI REVIEWED FOR c 0 D E C0M P .IA 0 'riedce /11 VJ\�/V! V /� CN \"/ ® Ll o CDz 0 L n � o fLu a DON o co ® o Q x X a 11 PLAN # / ORIENTATION: 1202 BLK 1 RH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2.02 SHEET # GRP2 23 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 M d 9.^ Z Q L` C) O REVIEWED FOR ..ter oLf N Qcle N ti (� c: O o LL oz LL, O U " N map o X x Q X Ll PLAN # / ORIENTATION: 1202 BLK /RH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2,02 SHEET# GRPZ 33 am■I■Illl■►1� ffd " N LU �W SGD THRESHOLD DETAIL R703.8 Flashing. Approved corrosion-resistantflashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as Bashing shall comply OthAAMA711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion - resistant flash'mgs shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall elend to the surface of the exterior wal finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed In accordance whh one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing Instructions. 1.2 The flashing manufacturer's written installation instructors. 1.3 In accordance with FMAIAAMA 100, FMAIAAMA 200, or FMANJDMA 250. 1.4 In accordance with the Bashing method of a registered design professional. 2. At the Intersection of chimneys or other masonry construction with frame or stucco 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. Continuously above all projecting wood trim. 5. Where exledor porches, decks or stairs atach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersedions. 7. At buifl-in gutters. THRESHOLD AT DOORWAYS SHALL NOT EXCEED 314" IN HEIGHT. RECESS THRESHOLD IF NECESSARY. — 8" C,M,U, BEYOND — S,G,D, THRESHOLD SET IN SEALANT - ATTACH PER MANUF, SPECS, 3" =1'-0" AT 22" X 34" LAYOUT 1112" =1'-0" AT I I" X 17" LAYOUT PLASTER SAND FINISH SLABISTOOP SLOPE TO DRAIN SGD JAMB DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT I I" X 17" LAYOUT 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 ROOF FLASHING DETAIL VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL, "L" FLASHING ROOF UNDERLAYMENT CAP SHINGLE - APPLY WITH ADHESIVE (DO NOT NAIL) 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT ROOF TRUSSES (SEE PLANS) SHEATHING SIDING PER ELEVATION WEATHER RESISTANT BARRIER G,I, FLASHING (EXTEND 6" ABV, TRIM BD.) CLAD 2x TRIM BOARD (REFER TO ELEVATION FOR SIZE) TRIM BD, TO LAP TOP OF BLOCK 211 G,I, FLASHING W1314" PROJECTION PAINTED CEMENTITIOUS FINISH 8" BLOCK WALL OR WOOD STUD FRAMING, REFER TO TRIM BD, LOCATION ON ELEVATIONS TRIM BOARD DETAIL U 1112" =1'-0" AT 22" X 34" LAYOUT OCT 13 2020 314" =1'-0" AT 11" X 11" LAYOUT `6 G No 24 S TE OT Q � 'ONA� Vi w z a cN w F-- O O 0 w w Of z O H Q O U_ w 0 Q 0 w w_ w z N Q 2 z Q J z O w H U 0 Li- z J a V) F_ 0 w w w Q J cz w J fll� i I l I � ��►i CENTURY gyp. 9r P „} y MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 9n J W MEW 4c) N GG CID DC 1— Z W F— Q NET) FOO N ti C: o o 0 o ? � U lt. N 0 m� a o X PLAN # / ORIENTATION: 1202 BLK /RH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2.02 SHEET # GRP2 4,0 N w z U 0 w H=— O 0 w g w CC z O H Q O LL CC w 2 O Q WHEN TRUSSES ARE SPACED w 24' oc., THE CEILING Lu STRUCTURE MUST BE 518" � DRYWALL OR 112' SAG uw RESISTANT DRYWALL O z N I'l1 p� y- Q 1ST FLOOR PL. HT a J 00 O w H U REFER TO STRUCTURAL ~ N PAGES FOR FOUNDATION SIZE O LL BUILDING SECTION 1 Q 114 -1.0 AT 22 X 34 LAYOUT a 118" =1'-0" AT I I" X 17" LAYOUT Lu Lu w W a a J Y co OCT 1 3 2020 z w G. P �,• PTE GO+, SOF TABLE R3026 DwellinglGarage Separation Se rpa anon Material From the residence and attics Not less dean %•Hd� gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than 5 � -inch Type X gypsum board or equNalenl Strucfure�s� suppoding tloor•ceiling assemblies Not less lhan'/•inch gypsum board used for separation required by this section or equivalent CENTURY 110 OWNER'S BEDROOM 1ST FLOOR FIN, dI�II����III MORE HOME - LESS tVIAM1lEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC ©2020 m Z O N 1-- a V W l 'I i i P 1 � ss1✓1rzit11ED FOR N O � � o zo' U a � w N X � � Q X o X PLAN # /ORIENTATION: 1202 BlK HRH SERIES NAME: DIAMOND PLAN NAME: 3511246 BlK LAST REVISION 2,02 SHEET # GRP2 4,3 CENTURY 110 OWNER'S BEDROOM 1ST FLOOR FIN, dI�II����III MORE HOME - LESS tVIAM1lEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC ©2020 m Z O N 1-- a V W l 'I i i P 1 � ss1✓1rzit11ED FOR N O � � o zo' U a � w N X � � Q X o X PLAN # /ORIENTATION: 1202 BlK HRH SERIES NAME: DIAMOND PLAN NAME: 3511246 BlK LAST REVISION 2,02 SHEET # GRP2 4,3 dI�II����III MORE HOME - LESS tVIAM1lEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC ©2020 m Z O N 1-- a V W l 'I i i P 1 � ss1✓1rzit11ED FOR N O � � o zo' U a � w N X � � Q X o X PLAN # /ORIENTATION: 1202 BlK HRH SERIES NAME: DIAMOND PLAN NAME: 3511246 BlK LAST REVISION 2,02 SHEET # GRP2 4,3 CENTURY MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Z Q N LAJ a W L7 � 0 W F— Z o : VIEWED FO { s V Mg i N II N; �� Q I�B 0 A; C� C _O O z lulil U � N 0cy) mO o X coo v Q x ILL. PLAN # / ORIENTATION: 1202 BLK /RH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2.02 SHEET # GRP2 51l w, OM Shor Iti the bis hiJwry j°°,'8a "�� � '' Assodates IamwlnJga, thixinli,imation ° "° Mills,.. on l his sheet been Jaffe in`: 'a s»" r` accordance with the 2017 " . a. " r PHONE 772 226.7282.- WEBSITE -' Flal Wei x 9uildinK Cade fish \ A,ivan �< o C A ,# 30698 www.MillsShortAssociates.com ' 1 *26/2020 ` „, No al her <ertlhextla rs a e expressed or i1„Phad. °`^•er g a°°, 700-knd Place Suite 2,C/21) 1d l outkr 2ntl Street, Unit 209 1.. 4620 Lipscomb Street NE; Suite r \aa\❑❑a ..._ �A,,,,\\' i t a , 8 w , r $ � E �s a s a o0 3 - v E. II w u CD z ,a ,: TV $WATER 4' J e a ` (� 4HEATER Il Calaf ' Garal , M"0 k. Vigl ia. �v f KEYtESSINATTIC xl� G�FrI Gfl a` , Uf r...., MECH s DW \ . TV ahi n GFI ( 1 Z �� v it � -N + " S VICE j X c $ DIS JO1111 GFI s4 F C`l �� \ i...Q @ t t k* i , - KEYLESS ❑�f17 GARAGE DOOR � \ V OPENER PREWIRE F a ) ..... ......... Z a C: , I'\ . •P, C .. , e' GFI(WP1 ��....... • 3...va ELECTRICAL .1STFLOOR -ELEV'B' 11411:1'41 AT 22" X 34" LAYOUT 118II=1'-0` AT 11" K 17'I LAYOUT I GENERAL NOTES 1 INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER�RESISTANT RECEPTACLES; RECEPTACLES SHALL BE INSTALLED INDWELLINGUNITSPERNEC201,12&4 0612 2 ALL ELEC ELECTRICALEQUIPMENT TOBESETATORABOVE ASEFL DELEVATION TB 00 3 ALL OUTLETS IN'WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI. 4 ACIDCSMOKEDETECTORSTOBEINTERCONNECTEDANDRESIDENCES HAVINGAFOSSIL- 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 90-3.04,72. INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 1202 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 150OVA EACH 3000 1 LAUNDRY 1500VAEACH 1500 1200 SF GENERAL LIGHTING 3W I SQ. PT, 3600 :1 WATER HEATER 4500 1 REPRIGEET 4440 0 FREEZER 0 ' 1 DISHWASHER' 1030 1 DISPOSAL " `690 0 TRASH COMPACTOR 0 1 MICROWAVES 630 •11 CENTRAL V1­4ACUUM 0 0 MINI FRIG AND ICE MAKER # 0 - 0 JENN AIRE '. a _ , 0 1 CLOTHES DRYERELECTRIC 50D0 '. 1 RANGE lr 11,600 -0 COOKTOP ' 0 0 WALL MOUNTED OVEN "• 0 1 GARAGE DOOR k127 - 0 LANDSCAPE j j, & 0 0 POOL PANEL fl ° FIRST 10,000 @ 100 °% , 10000 REMAINDER @ 40 % (25,117) ; 'z 10047 4 HEAT LOAD 8750 W 5688 651% AIC LOAD 2_0 tons 3750 VA `- 0 100°% (HEATPUMP HEATING WITH ADDNL ELECT HLAT.^ ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 25,735 VA DEMAND LOAD AMPERES 107 240V NEUTRAL DEMAND AMPERES 74 r - ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES TV GARAGE DOOR I G GE DD OUTLET -110V OUTLET HALL LIGHT L KEDETE T s SMOKE DETECTOR <I, 0 OPENERPREWIRE LL OUTLET • 110V GROUND FAULT OUTLET - PHONE 1&`IIGHTBAR (0 FLUSH MOUNT SC SMOKEDETECTORICO2 r —I INTERRUPTER 0 � CUTLET-110V GROUND FAULT COACH LIGHT BATHROOM INTERRUPTER SWITCH SINGLE POLE O SURFACE CAN LIGHT FRONT DOOR EXHAUSTFAN 0 WATERPROOF OUTLET 220V 3 SWITCH' 3 WAY COACH LIGHT 0 REAR,DOOR � � FOPTONALANIPREWIRE �� � FLUORESCE O� S SWITCH a wav METER MAIN 'C0MB0150AMP AIRE SCHEDULE 1 TO POWER CO. TRANSFORMER 2' #4 BARE COPPER 3 310 SER AL (FOR 150 AMP) OR 4f0 SERAL (FOR 200AMP) PER NEG ilk ����III CENTURY,, MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H; LLC © 2020 I a` UD co e - Q Y ' N. h f Q -Jy t I ai r. zg a 1/IEWED, FOR.'t, el DE COMPLIANCE > L.IE COUNTY oT3OCC c L a 0 co t� U o W mN a X Ooc Ov Q X Fa X L PLAN # / ORIENTATION FILE COPY 1202 BLK /RH SERIES NAME: DIAMOND PLAN NAME: 3511246 BLK LAST REVISION 2.02 SKEET # e I r seal: OCT 13 2020 •r • THE 5TRU6TURE 15 DE516NED TO BE 5ELF 5UPPORTIN6 AND 5TA13LE AFTER THE BUILDIN6 15 FIN15HED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND 5EQUENGE TO INSURE THE SAFETY OF THE BUILDING AND ITS GOMPONENT5 DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY 5HORIN6, 5HEETIN6, TEMPORARY BRACING, 6UY5, AND TIE-DOHN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRACINS REQUIRED TO 5TABILIZE AND PROTEGT EXI5TIN6 AND ADJACENT STRUCTURES AND SYSTEMS DURING GOURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MODEL 15 DE-516NED TO RE-515T LATERAL LOADIN65 AS PERMITTED BY SECTION 4.35 OF THE 5PE61AL DE516N PROV1510N5 FOR WIND AND SEISMIC (50PH5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINGS METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 4.3.5.2. A5 SUCH, HALL5 WITH OPENINGS ARE CONSIDERED A SINGLE 5TRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOHN5 ADJACENT TO EACH WINDON/DOOR OPENING. • 5HEARWALL5 USED IN THE DE516N OF THE STRUCTURE ARE DESIGNED TO RE515T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROU6H SECTION 4.4 OF THE 50PH5. A5 SUCH, STUD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE-515T EXGE55 UPLIFT LOAD THAT HAS NOT BEEN RE50LVED THROUGH THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARHALL. : TERMITE PROTEGTION SHALL BE PROVIDED BY RE615TERED TERMITIGIDE5, WHIGH MAY INGLUDE SOIL -APPLIED TERMITIGIDE5, BAITIN6 5Y5TEM5 OR TERMITIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METH005 OF TERMITE PROTEGTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEN CONSTRUCTION. UPON GOMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE GERTIFIGATF ANDIOR A CERTIFICATE OF COMPLIANGE 15 TO BE 155UED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOCUMENT HILL BE LEFT FOR THE BUILDER WITH THE PAPERHORY PAGKA6E AT THE JOB 51TE'5 PERMIT BOARD BY THt LICENSED PEST CONTROL COMPANY. IT HILL CONTAIN THE - FOLLOWING STATEMENT: "THE BUILDING HAS REGEIVED A GOMPLETE TREATMENT FOR THE PREVENTION Or 5UBTERRRANEAN TERMITES. TREATMENT 15 IN AGGORDANGF WITH THE RULES AND LAHS ESTABLISHED BY THE FLORIDA DEPARTMENT OF A61RIGULTURE AND GON5UMER 5ERVIGE5 i2raf -I y THI5 MODEL HAS BEEN ENGINEERED TO RESIST LATERAL FORGES RESULTING FROM UP TO 160 MPH WIND SPEED, EXP. C: RISK GATE60RY II 4 SEISMIC GATE60RIE5 A/B. ENCLOSED, 0.1,5 INTERNAL PRE55URE GOEFF. ENGINEERED DE516N WAS COMPLETED PER THE 6TH EDITION 2011 FLORIDA RESIDENTIAL 4 BUILDING GODE5 (SECTIONS R301.1.3 (RES) 4 I6061 (BUILDING)) $ A5GE 1-10 STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: PI SHEATH ALL EXTERIOR WOOD FRAMED WAL.L5 w/ 1/2" PLYWOOL 055 FASTENED W/ A"XO.131" NAILS ® b" O.G. ALONG PANEL ED AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS SHALL BE ORIENTED VERTICALLY' (LONG DIREGTION PARALLEL TO 5TUD5) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKING 5HALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PAWL ED6E5 4 EDGE FA5TENIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIREGTLY APPLIED TO 5TUD FRAMING ® Ib"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3142"x0.131" NAILS 0 Ib"o.c. USE (8)' 3142 "xO.131" NAILS 0 EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALYSIS A55UME5 ALL INTERIOR SHEAR WALL5 EXTERIOR NALL5 ARE GONT!tWU5 SHEATHED ABOVE AND BELOW OPENIN675. 6. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMEN"6. 1. ALL EXTERIOR WALL5 (1ON510ERED AS SHEAR WALL5. 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. INDICATES LOCATION AND EXTENT OF 51HEARNALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING 5PEGIFICATION5 BEYOND THAT OF STANDARD CONSTRUCTION 5YMB0L SHEAR PANEL SPEC. 1/2" PLYWOOD OR 056 FASTENED w/ P3 2Y2"xO.131" NAILS @ 3" o.c. ALON6 PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 ASSEMBLY. HOLD-DOWN SCHEDULE 5YM130L 5PEGIFIGATION ® HD -I LISP HTT45 HOEDOWN* FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) UI ® 5T-1 M5TGM40 STRAP w/ (14)Y4" DIA x 2144" LON6 TAPGON5 INTO GMU. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO 5TBI6 ANGHOR BOLT SPEGIFIGATION• ANCHOR HOLDONN UTILIZING THREADED ROD (REFER T(� U5P SPECIFICATION FOR ANGHOR DIAMETER). EPDXY - INTO CONCRETE FOUNDATION w/ UI GIA-6EL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO GONGRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 HITHIN 1 % OF FACE ON GONGRETE FOUNDATION WALL FOUNDATION • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING PE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516145 TARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • FASTEN SILL PLATES TO FOUNDATION WALLS WITH 1/2" DIA. ANCHOR BOLTS 0 4'-0" o.c. w/ 1" MIN. EMBEDMENT INTO GONG. OR USP FA3-TZ (GONG FIND) / 5T2-TZ (GMU END) STRAPS w/51PAGIN6 PER MANOR PROVIDE A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE END DETAIL5). • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. BUILDER TO VERIFY GORRO51ON-RESISTANCE COMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE-516N BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51:....... FOOTINGS 2,500 p5l:....... 5LA% ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LE-55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR. q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB E VOE5, 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 46 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX %a" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE ASTM G90 WITH A MINIMUM GOMPRE551VE 5TRENGTH OF Ig00 P51 (FT1 = 1500 P51). ALL MORTAR 51-IALL BE A5TM G210, TYPE 5. GMU DE-516N BASED ON AGI 530/530.1 • RFINFORGED GMU GORES (A5 INDICATED ON PLAW SHALL BI- REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL t XTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOI^EL. • 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENINC75 AND AT ALL HALL GORNER5. • VERTIGAL 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 6-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENINC75 ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITEGTURAL PLANS. • ARGHITEGT/BUILDER TO REVIEW 4 VERIFY ALL BLOGK PLAN DIMENSIONS PRIOR TO CONSTRUCTION, RA- M201 GARAGE 5LAE 3 1/2" GONG, SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIRC71N SOIL PORCH 5LAE3 3 112" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIR61N 501L SLAB ON GRADE 3 112" GONG. SLAB w/ 6x6 WI AA A WWF (OR FIBER MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILLNIR6IN 501L FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE516NED BY MARIE. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION GRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRUSS MANUFAGTURER, UNLE55 OTHERWI5E NOTED. • I-JO15T/TRU55 SHOP DHGS. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/52" GONFORMIN6 TO P52-04, 24" O.G., EXP05LRE I, TONGUE AND GROOVE EPCE5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"x0.131" NAILS 0 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • EREGT AND INSTALL ROOF TRUSSES PER HTGA 4 TPI'S BG51 1-14 "6UIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • SEE ROOF TRL65 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/I6" MIN. 0513/"L 1000 5HEATHIN6 , EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ R5R5-01 (2-Fo x0.113' RING SHANK) NAILS 0 b" O.G. 0 PANEL EDC- 5 4 0 b" O.G. IN FIELD. PROVIDE "H" STYLE GLIP5 ALON6 UN5UPPORTE0 EDGES. FASTEN 5HEATHI145 TO GABLE END 4 DRAG TRUSSES W R5R5-01 NAILS 0 3" O.G. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 5HALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. ° TRUSS ALL LARGE VALLEY SETS. FASTEN EAGH END TO TRL65 BELOW W UI MTH12 AND (2) 3"x0.131" TOENAILS To EACH TRUSS BETNEEN. FOR SMALL OR IRRE6ULAR AREAS OF OVERFRAMIK,, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN5 0 24' O.G. FASTENED TO TRU55 BELON W UI KM12 4 (2) 3"xO.131' TOENAILS EA. END (MAX. 4' LENGTH BETNEN SUPPORT POINTS) • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ROOF TRUSS 540P OW65. 5HALL BE SUBMITTED TO ARGH 4 ENO. FOR REVIEN AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"4131' NAIL5 0 10" O.G. (0) 3'x0.131" NAILS 0 24' O.G) rx -FL- OCT. / /- // • ��.l.� / ��. b2' Il\S /l�• ice. �lr. �. i Il : 1 •I �li. �4b2 Window $ Door Allowable Wind Pre%ure5 UP TO 160 MPH Wind Zone Ex G Risk Gat II Endo5ed 0.1b Internal Pre55ure Goeff. OPENING SIZE INTERIOR ZONE5 END ZONE5 3'-0" X b'-8" DOOR AI +35.6 PW-38.6 P5F ®+35.6 P5F/-46.5 P5F 2'-0" X 3'-0" HNDN BI +31.3 P5F/-405 P5F @ +31.3 P5F/-4q.g8 P5F 3'-0" X 5'-0" NNDW GI +365 P5F/-34.6 P5F G2 +365 P5F/-482 P5F V-0" X 1'-0" DOOR DI +332 P5F/-36.3 P51F D2 +332 P5F/-41.1 P F I15'-0" X T-0" DOOR EI +313 P5F/-34.8 P5F 0+51.1 PW-38.6 P5F 6-0" X 6-8" 5.6.D. FI +32.4 P5F/-35.4 P5F FZ +32.4 P5F/-412 P5F ® End Zone i5 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures w/ a max. mean roof height of 25ft. Values are permitted to be converted per A5GE 1-10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowoble pressures by a factor of O.b to obtain ultimate pressures. • DE516N 15 BASED ON: bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON LADS, "NATIONAL DE51611 5PE61FICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE-516N LOA05: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F 0 5LEEPIN6 AREAS) DEAD = 10 P5F (I -JOISTS 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 ORG TABLE R602.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNEGTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT T TII-�& FRAMING 6UN NAILS. • EXT. 4 INT. BR6 W4LL5 SHALL BE 2x4 OU55 NOTED o HERNISE ON PLAN) 0 16" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BITTER, U.N.O. NALL5 OVER q' TALL SHALL BE PER PLAN • ALL HEADER5,13EAM5 4 OTHER STRUCTURAL MEMBERS SHALL I 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL FADERS HAVE BEEN DE516NED BASED ON (AL(ULATEV LOADS 4 SIZED ACCORDINGLY. CODE TABl.E5 HAVE NOT BEEN USED. • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED 0 24" O.G. (MAX., U.N.0) • HEADERS IN NOR: -LOAD BEARING HALLS SHALL BE: (I)2x4/b FLAT 0 OPENINGS UP TO 4', (2)2x4/6 FLAT UP TO V. • ALL FRAMING LUMBER SHALL BE DRIED TO 15% MG (KD-15). ° ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: 'L5L' - Fb=2325 p51; Fv=310 p51; E=1.55x10A6 p51 • 'LVL' - Fb=2600 p9l; Fv=285 1951; E=2.0x10Ab psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OF 3"xO.12(' NAIL5 0 8" O/G OR 2 ROW5.1�"x5V2° UI WOOD 56REN5 (OR i/2" TRU55LOK 5GREW5) 0 16" 0/G. 115E A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY GONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREN5 2" FROM E06E. SOLID 3Y2" OR 5Y4' BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xe LISP WOOD 5GREN5 (OR 6 %,, TRU55LOK 5GREN5) 0 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTW3 OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREM^ 2" FROM EDGE. A SOLID T' BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK 5TIID 4 0U2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATE5 THE: NUMBER OF JACK STUDS REQUIRED, U.N.O.. • FOR STUD P05T 6ROUP5 SPECIFIED ON PLANS A5 (4), (W OR (b), FASTEN PLY5 w/(2)3"x0.131" NAILS 0 6" O.G. OR (2)3"xO.120" NAILS 0 4" O.G. (ALL PLY5, FULL HT. OF P05T) ° PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FNDJBEARING, BLOGKIN6 TO MATCH POST ABOVE. • FASTEN 2x HOOD PLATES TO TOP FLANGE OF STEEL BEAMS WITH PA.F.'s ('HILTI' X-GF PINS OR EQUAL) 0 16" O.G. 5TAGGERED, OR 1/2" DIA. BOLTS 0 4S" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE LISP G44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (Tyr. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/BLK'G. NAILS 0 4" o.c. NAILS 0 4" o.c. - STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* _ TOP OR 50LE PLATE TO 5T10 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 b" o.c.* BLK'6. BTHN. JOIST5 TO TOP PL. 3 TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o c. NAILS 0 16" O.C. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. 4 DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA 11 NAILS IN LAPPED AREA P PLATE LAP 0 CORNERS 4 NALL52Y2"x0.113 (2) NAILS (2) NAILS LINTER51E611467 15 AN ACCEPTABLEALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. NLY ACGEPTABLE WHERE * ARE SHOW FILE C®Py No 78 .�1 Jte ST TE OF :40 ®Sn)��'` C9% �Pyng Stt""IVrtefft�fneering, Inc. MA project number: 195-19004 projectmgr: JSg drawn by: KAR issue date: 09-2 5-2 ( REVISIONS: date: nitial: W w U U 7 R Q w O z LO 0) M > dor z LL r O U x w I CL, sheet: W SLAB FOUNDATION 5GALE: I/8"=1'-0" (II"xli" SHEET SIZE) 5GALE: I/4"=1'-0" (22"x34" SHEET SIZE 0 i 0 =� OOF FRAMIN PLAN 2 5GALE: 1/8"=I'-0" (II"xl'I" SHEET SIZE) SCALE: I/4"=I'-0" ((22"x34" SHEET SIZE) ti BEARM COWITION '1I I III ► I' ' 11► ► I I •11 'r � I- '11 , ,..1 -..' 6 'I J :!.Ii i:.rr . 4 IJ�� 19► � 1 .I JIe I,-..,. _► uhl. Grr ./Ju In Lam. - 5EE DETAIL 6/5DI.0 FOR CORNER CONDITION CONNE':CTION SPECIFICATIONS (TYP. U.N.O.) GONNEGTION TYPE NNEGTOR UPLIFT GAP. FA5TENIN6 1RU55 TO DBL TOP PLATE OR BM. i RTI6A (q) 2'X0.148' TO TRU55, (8) YX0.148" TO PLATE GIRDER TR. TO P05T (5PAN 520') P HTW20 114 (20) 'X0.148" IRDER TR. TO P05T (5FAN >2( 2 U51? HT00 22g0 2 'X .148" FLUSH BM. TO P05T U5P HT 0 1140 20 3'X0.148" ALLEY TRU55 TO BASE TRLJ55 U5P MTH12 820# 2 X. - U5P MTH12 620# 2 X . 2 -70 T P R-M7727717 ROOF TRU55 TO GMU U°�P HTAIb 1810# (q) 50TO ROOF 61RDER TR. OR ROOF FLUSH BM. TO CMU U5P HTAlb 1810# (4) 2"X0.148' LE-61M) • ® INTERIOR BEARIN6 WALL • �___� BEARING WALL ABOVE • -- • • — BEAM / HEADER EXTENT OF OVERFRAMIN6 • J L METAL HANGER • INIACATI 5 SHEARWALL • 1101GATE51-I0LDOWN REFh:R TO 50.0 FOR TYPICAL STR;UCTU NOTES 4 U- MEDULES seal: bCT 13 2020 ae (eeeeoill 11 1 �, � sF•..0 s TT 40 / y •y # p:EcATE OF 14' ;,N� iC0R10P:�� © copyright : MULHERN & KULP Structural Engineering, Inc. Aft C7 Z MJIZ W W 2 O C7 Z IL .J Q A � E Q U N � C M 4 i Q LLI � ago v_ x44 Co m OC 5 -4 M&K project number 1 95- 9 9004 project mgr: .JSB drawn by: KKR issue date 09-25-20 N date: initial: GARAGE SLAB 3 1/2" GONG. SLAB ON 4" MIN. 6RANULAR FILL_ ON 15% GOMPAGTED FU/VIR6IN 501L PORGH SLAB 3 112" GONG. 5LAB ON 4" MIJ,� EVIEWE 6RJ\NULAR FILL ON q5% GO E COM LIA GOMPAGTL_:D FILL/VIRGIN 5O1LST LUCIE UI BOC 5LeNB ON GRADE 3 112" GONG. SLAB W/ bxb WI.4xl.4 MF (OR FIBER: ME51-1 ILO MF) ON 6 MIL VAPOR BARRIER ON 4" MIN. FILE: 6R',NNULAR FILL ON q5% GOMPAGTED FIILLNIR6IN 501L HOLD-°DOAN SCHEDULE 5YMEOL 5PEGIFI6ATION 11-10-1 U5P HTT45 HOLDOWN* FA5TEN EUILT-UP POi SUPPORTING ROOF G.T. TO GMU WALL W/ (1) USP 5T-I M5TGM40 5TRAP w/ (14)Y4" VIA x 24" LONG TAPGON5 INTO GMU. NSE ONE STRAP TOTAL PER BUILT-UP P05T, U.N.0) 'TIVE TO 5TB16 ANCHOR EOLT SPEGIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P 5PEGIFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-6EL -7000 EPDXY 5Y5TEM PER MANUF. REGOMMENDATION5. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN I %" OF FACE ON CONCRETE FOUNDATION WALL �- W LLJ w U I a. U CO 0-4 0 z "L' W G) d C� I :D 0 Ltl x � U W 1 EL L L.' LL. sheet: RIGHT HAN a• <rl �` 1/2" 1 10'-7" o WINDOW/DOOR OPENIN6 DIMENSIONS ARE NOMINAL. BUILDER TO VERIFY ALL OPENIN6 SIZES AND COORDINATE ROUGH OPENIN65. GMU 5 OGK FOUNDATION FLAN 5GALE: 1/8 — 0 (IINIT SHEET SIZE) ELEVATION B 5GALE: 1/4"=1'—O" (22"x34" SHEET SIZE) I N T— IrAWNRY LINM MAILS REINFORCEMENT MARK DE16NATION TOP BOTTOM 5NEAR REINFORCEMENT Mli 8F&OB/OT — — M13-2 81=8-I13/0T M13-3 8Flb-IBAT (1) M5 0) *5 W4 8FI6-25/IT p) a5 (2) p5 *3 VERTIGAL TIES O 4'oL. w/ 180 DEGREE HOOK TBB APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE 4 OUALiTY PRECAST CO. NOTE-5: I. ALL LINTEL.5 w/ SPANS GREATER THAN 14'-O" SHALL BE PRE5TRE5e5ED. 2. 5HORE FILLED LINTEL5 A5 REURIED. 3. ALL LINTEL5 SHALL HAVE 4' MINIMUM BEARING U.N.O. 4. PO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORGEMENT 514ALL BE 6RADE bO, fy=bO ksl b. ALL LINTELS 51?EGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. (5ENERAL 5MCMIRX, 140TES FOUNDATO oN • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING GORE. • FOOTIN6 DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P51F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE SOIL BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516% ARE STILL ADEQUATE. • FASTEN 51LL PLATES TO FOUNDATION W6LL5 WITH 1/2" DIA. ANCHOR BOLTS o 4'-0" o.c. W 7" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) STRAPS W/5PAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE FND DETAILS). • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT IN CONCRETE OR MA50NPY FOUNDATION SHALL BE PRESERVATIVE TREATED 50UTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT W PRE5ERVATIVE—TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO COORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM CC)MPRESSIVE STRENGTH5 IN 28 DAYS, U.N.O.: N, = 2,500 psi:....... FOOTINGS 2,500 psi:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p5l ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR 95% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDOE5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0" MAX) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR VIA. • HOOKS SHALL BE PROVIDED AT DI5CONTIN0005 END OF REINF. • 6ROUT 5HALL BE A5TM G476 F'c=3000 P51 W MAX %" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM G90 WITH A MINIMUM GOMPRE551VE 5TREN6TH OF MOO P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM 6270, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 •El REINFORCED GMU GORES (AS INDICATED ON FLAW SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL TH OF WALL • PROVIDE (1) #5 BAR 6ROUl 50LID ON EACH 51DE OF ALL MASONRY OPENINGS AND AT ALL WALL_ CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF Sb" O.G. IN EXTERIOR WALL5. (A5 5HOWN ON PLANS) • ROUGH OPENIN(55 ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITECTURAL PLAN5. • ARGHITEGT/BUILDER TO REVIEW 4 VERIFY ALL. BLOCK PLAN DIMENSIONS PRIOR TO CONSTRUCTION, aA_ vaizrne REVIEWED FOR CODE -)I COMPLIANC ST. L6CIE COUNTY BOCC hLE COPS seal: 13 2020 _I G , R9/(/ tiG YTF T fOF ?G © copyright : MULHERN & KULP Structural Engineering; Inc. c7 ■z w aaa• w cv z ° w a � EE Q o a 0" Acc h- m v) S a ® J m E ■ Q > as a LU V y mp W O fd M&K project number: 9 95-19004 project mgr: JSB drawn by: KAR issue date: 09-25�20 REVISIONS: date: initial: z w U U U z W< J Q 1-0 z >'q (y) Z LL r� V t� Z) CY LI ® 0 U a w LO M (y) LL sheet: RIGHT HAND 0 ch' MAX. / I HEEL. HT. 8" GMU BOND BEAM PV (1) #5 GONT. 8" REINF. GMU WALL- -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 9/4'■P-0' PROVIDE 50LID SHIM BETW'N TRU55 d CONNECTOR IF TP155 LOGATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN IN' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROF'T DETAIL F. BY WINDOW/DOOR MANUFACTURER 5EE UPLFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TLIRE BARRIER PLATE N5P NOPI OR 51M) EACH TRU%. VERT WALL REINF. TO EXTEND INTO BOND BEAM rm 2x4 GAT5 0 Ib"o c. FASTENED TO GABLE END TRU55 w/ 03"1 TOENAILS. PROVIDE (1) 1 RT3A CLIP 0 OVERHANG5 > 12" GABLE END VERTICAL WEB REINFORGING A5 REQURIED BY TRU55 MANUF. USP %AMID CLIP o 36"o c. EXTERIOR 5HEATHING EDGE NAILING - 2 )4"x0.131 NAILS ® b"o.c. PROVIDE M015TURE— BARRIER PLATE BELOW WOOD MEMBERS ON GMU N5P NOPI OR 51M) 8" GMU BOND BEAM w/— (1) #5 BAR GONT. 8" REINF. GNU WALL -5EE PLAN FOR VERT. t HORZ. REINF. 5PEG5 — FA5TEN SHEATHING TO 20 2x4 BLOCKING w/ (3)3 BLOCKING w/ 2 Na" II3" �Y4 xO.131" TOENAILS RING c. 51 NAIL5 a i EACH END LROOF %TG LW 3 SHALL BE 1/4"x0.131 GONT. 24" MIN NAIL5 I ONTO.ROOFK A I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUGK TO MA50NRY W/ (1) ROW OF Wb"x4" TAPGON5 b" FROM EN05 AND 16" O.G. MAX. TAPC0N5 TO BE 14 " MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. 5TR16TURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHER5 IN THI5 CA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TI% 2X BUCKED OPENING, USE (3) ROWS OF 3x0.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5UGGE551VE BUCK. 2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOCKING SPACED @ 41-011 O.G. MAX. 48" O.G. IN FIR5T 0) BAY5 FASTEN 2x4 TO T' w/ 3Y4'x0.131" OF ROOF TRU55E5-GUT TO NAIL5 o 12' O.G. FIT TIGHT BETINEEN TRU% - VERT WALL REINF. TO BOTTOM GHORDS EXTEND INTO BOND BEAM FA5TEN DRYWALL TO BLOGKING w/5GREW5 /NAILS ® 6" O.G. l■/-awj4p"IaI "8 11111/4'■I'-O' 4. MIXING OF IX AND 2X BUCKS 50ALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENIN(5) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) ROWS OF 2-A"x0.131" NAILS ® I6' O.G. FA5TEN WINDOW TO 2X PER WINDOW MANUFACTURERS 5PEG5. b. FASTENNIN6 5PEGIFIGATION5 ARE MINIMUM5. ANY FA5TENING REQUIRENENT5 PROVIDED BY THE MANUFACTURER WHIGH ARE GREATER THAN TH05E SPEGIFIFD 5HALL 5UPER5EDE THOSE OF NOTE5 1-5. o DOOR BUCK DETAIL _ lA" In II BATT OR BLOM — IN5ULATION PER ARCH FIBER61-A55 51 OR TILE ROOF PER ARCH �� APA RATED 5TRUGTURAL SHEATHING -5EE NOTES PER 201"7 FBG. 6TH ED_R703.12.1, 5OFFIT5 AIND THEIR ATTAGHMENT5 SHALL BE CAPABLE OF RE515TING WIND LOADS SPECIFIED IN TABLES R3012(2) AND R3012(3) FOR WALL5 U51NG AN EFFECTIVE WIND AREA OF 10 5WARE FEET. NOTE: COORDINATE 5OFFIT OVERHAN65 WITH ARCH AND TRU% MANUF. DRAWINGS `_R TO 501D FOR "IL STRUC:T. INFORMATION —CEILING B1ARD -5EE ARCH seal: OCT 1 3 2020 F i JEAT F e K{. '"oeeeaiaeo��aa�� © copyright: MULHERN & KULP Structural Engineering, Inc. REVISIONS: IF � 8 GMU_PA date: Initial: I --------- --- -- S;LOGK I (1) #5 BAR IN PREGA5T LINTEL (2) #59 VERTICAL IN GROUT FILLED Ti GONG. 5L OT CELL. IN WALLS GREATER THAN 30" REFER TO FOUNDATIONDETAIL5 (FDI.C) 3 PLAN > WIDE, ONLY (1) #5 15 REQUIRED (1) #5 VERTICAL IN GROUT FILLED GELL a ,a. IF REQ'D PER PLAN) z III III III III=1 LTIRECOLUMN 70 0 -111 �I I III I__ 1_1 I TAUT I I I I III,I I I U j BE 6Rour FILLED _III=1 III — R VIEWED FOR _ 4 —III—III III III III I ( W O=° ——III_III—II =I11=III= PROVIDE # OF i)OWEL5. 5LA5 TO FIN. FL. I_II III 111 11l11 i,l CO E COMPLIANCE D _] MATCH VERT. pAR5 w/ 30" MIN LAP 5PLI6E III III III —III -III ST ICW COUN!"ry GLEAN l l l l 11 l l l l 11 1 MONOLETHIG FOUNDATION 3OCC Z NOTE: ALL HOOKS AND 5PLIGE5 TO BE GON5TRUGTED AND SIZED PER NOTES GOMPAGTED I.-0. W/ (2) #5 HORIZ. CANT. ON w I� 5T MIN. Grimm, 0" MIN. COVER) &ARili DOOR DEN5ITY U C(�)�RT . REINFORCING DE'T, IL Q �A� AL I -STORY WALL :�EGTION Pb �td .T.S. 2x8x12" P.T. (L OF OPENING Q. CENTER BUCK— 'o • U i rn 5EE DETAIL I FOR GROUT LINTEL v J • )4' VIA. J-BOLT* ADDITIONAL CONNECTION A55EMBLY 50LID ,-- (SEE BELOW) INFO NOT 5HOM HERE BOND BEAM w/ W GONT. (1) #5 REBAR I®- 2X4 P.T. TOP BUCK CONNECT • MA50NRY�TEL TO ` OF MITRED OF CONNECT ENDS 2X8 P.T. BUCK EACH FASTEN EA. ROOF 1TZ1155 TO GMU TOP OF PIER/ WALL '�' MASONRY SIDE OF OPENIN6 w/ i HTWMI6 TW15T STRAP. i MAX F w/ (1) #5 BENT DOWEL HEEL HT. LINTELS w/ (1) #5 T e FASTEN STRAP TO GMU w/ (4) Y:' BENT DOWEL .—I PROVIDE (5))5" VIA. J-BOLT' W/ 5)4" DIA. x 2Y4" LONG POWERBOLT w/ STANDARD HOOK L ® EMBEDMENT AT EACH DOOR BRACKET, 5GREW5 REINF. MA50NRY PROVIDE M015TURE BARRIER LINTEL/ BEAM MB-2 PRECAST LINTEL / y W EACH SIDE OF DOOR. PROVIDE (I) Y2" x �{6 g - 5EE PLAN FOR -5EE PLAN µ. } t PLATE TRU55. NOPI OR 51M) ,r, o THICK WASHER W/ EACH ANCHOR (UST BOLT EACH TRU55 � SPEGIFIGATIONS. U INTERSE:GTIN6 ME, TO 13E 8" MAX ABV. CURB REST EQUALLY REIN. GROUTED LINTEL �" z 5PAGED APPROXIMATELY 24 O.G) PROVIDE 2x FLAT BLOCKING FIT 8 x8 COLUMN w/ -ANGLE GUT A5 LL TIGHT TO ROOF TRUSSES ® EVERT' MITRE PRECAST p) #5 BAR OTHER BAY FASTEND TO GMU w/ (3) GONGRETE LINTELS To SHOWN ON PLAN VIEW ^jLd )41" DIA. x 3Y2" LONG TAPGON5. 5HARE BEARING ON (1) #5 BENT DOWEL �.J (� U * PROVIDEY2" DIA. x 8" LONG USP FASTEN BLOGKING TO ROOF TRUSSES 81x8' Gm GOLUMN. 25 MIN. LAP 51 w/ STANDARD HOOK I 5GREWBOLT OR APPROVED EQUAL IN w/ (2) 3 Y4"x0.131" NAILS @ EA. END. U W PLACE OF J-BOLT IF M155M DURING CONNECT ENDS OF MITRED MA50NRY GON5TRUGTION LINTELS w/ (1) #5 BENT DOWEL PORCH CMU CORNER COLUMN ►� i�imOE DOOR_ BUCK DETAIL RETROFIT DETAIL DETAIL v EG4,L', Hip T tGAI.iS D/4yi'4•• sheet: i* .4 :• r •: ;. 5 r . . c ° GRADE s �11 11111 1 i lI �"71 ItHI1=1 I FEET I I —III —I I 111-11 1j�---111_l I 1=1 I I—I_I—I�---1_LI- 4 —III—III—III II II —III_ Tf--iTf=—111—T= COMPACTED I'-0' FILL o q5% MIN. STANDARD DENSITY WHERE 2ND STORY OCCURS FTC. SHALL BE V-4" WIDE w/ (2) #5 BARS GARAGE INTERIOR GARAGE SLAB -SEE DTL I/FDI.O MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. GONT. ON CHAIRS ON MIN. COVER) DETAIL HOUSE INTERIOR TYP.51H PLATE -SEE DTL I/FDI.O SLAB ON GRADE -SEE DTL I/FDI.O IA: F' a 4 i 4; PLAIN GONG. THICKENED MONOLITHIC FOUNDATION W/ 5LA6 (2) #5 HORIZ. CONT. ON 12'W (SEE PLAN FOR SIZE) CHAIRS ON MIN. COVER) I MIN. CENTER FTC. ON WALL ABOVE III 0 — •— .—•� 8" GMU BLOCK (1) #5 FROM FTC. TO BOND BEAM. 5PLIGE TO BE MIN. 30 GROUT CELL 50LID 0 I/FDI.O CONCRETE LEDGE CAN BE REPLACED BY GMU BOTTOM COURSE CUT TO SLOPE OF GARAGE 5LAB TYP, ARAGE SLAB: 4" GONG. 5L.AB ON 4" MIN. GRANULAR FILL ON g5% COMPACTED FILL/VIRGIN SOIL a' ° :4—ITI. ll ` LTf_III—III- I OMI'ACTEDJ ' —'I I �W (2) #5HIG FOUNDATION r"1 T I' 0' hV (2) #5 HORIZ. GONT. ON FILL o q5% MIN. CHAIRS ON MIN. COVER) STANDARD DENSITY WHERE 2NO STORY OCCURS FTC. SHALL BE I'-4' WIDE W (2) #5 SAR5 6ARA6E CURB DETAIL INTERIOR BEARING WALL/5HEAR WALL 2x P.T. BOTTOM PLATE W/ HILTI X-GF 12 P& 5LA6 ON GRADE PINS OR EQUAL a 36" -SEE FND. PLAN o c. tl11C11G �1, MONOLITHIC FOUNDATION W/ �_pLAIN GONG. THICKENED (2) #5 HORIZ. GONT. ON 12"W SLAB CHAIRS- MIN. COVER), MIN. (SEE PLAN FOR 51ZE) TYPICAL THICKENED SLAB o INTERIOR BEARING WALL SCALE: N.T.S. LETTERED DETAIL5 ARE TYPICAL FOR THI5 HOME � 5HALL BE IMPLEMENTED IN ALL APPLICABLE AREA5. THESE DETAIL5 ARE NOT "GUT" ON THE PLAN5. NUMBERED DETAIL5 ARE PLAN SPECIFIC AND ARE ONLY REQUIRED WHERE 5PEGIFICALLY INDICATED ("GUT") ON THE PLAN5. 8" GM1 BLOCK - (1) #5 FROM FTC. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID TYP, PORCH 5LA13: 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED FILL/VIRGIN 501L J TYP. 5LAB ON GRADE: 3 1/2" GONG. SLAB Wl bxb WIAAA MF (OR FIBER MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRGIN 501L 4. • j.jl f.j1-Jl IIA4ILIIIIII�II1111 II—TI1 '4 ��� � IT�TTTIIIII COMPACTED FILL o q5% I'-0' STANDARD MIN. DENSITY WHERE 2ND STORY OCCURS FT6.5HALL BE 1'-4" WIDE w/ (2) #5 BARS MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. GONT. ON CHAIRS ON MIN. COVER) VET, TYP. EXT. WALL BEYOND -SEE DTL 2/FDI.O I GARAGE 5LA13 II -SEE DTL 2/F0I.0 CRAVE —I I I —I I I � III�IIIIIIII� . � 111� IIIIIIiII 12" WIDE GONG. TRENCH FOOTING 4 <- REINFORCEMENT I'-0" •-SEE DTL I/FDI.O MIN. SCALE: GUT EVERY OTHER In DEEP 5AW CUT CONTROL JOINT WITHIN WIRE OF W.W.F. o 24 HOURS OF POUR MID -WAY INTO SLAB CONTROL JOINT -LOCATE JOINTS a 5LAB CORNERS s OTHER AREAS WHERE CRACKS ARE LIKELY TO OCCUR 15° MAX BEl'VEEN SAWGUTS SLAB ON GRADE -SEE FND. PLAN TYPICAL SCALE: JOINT LOCATE ®10' TO IS' o.c. OR CORNERS WHERE CRACKS LIKELY TO DEVELOP GROUT LINTEL ASSEMBLY SOLID BOND BEAM w/ GONT. (1) #5 REBAR PRECAST LINTEL -SEE PLAN CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEGS (1) #5 FROM FTC. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID GLEAN COMPACTED FILL a� MIN. q5% STANDARD DENSITY MIN. TYPICAL PORCH COLUMN CONNECTION DETAIL 5CALE: NONE II EVIEWE D FOR' CODE COMPLIANCE` St. LUCIE COUNTY BOCC MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. CONT. ON CHAIR5 (3" MIN. COVER) $LAB ON GRADE seal: QCIT 13 2020 i .;tiCENSF�tiGi`; *: No g S TETF © copyright: MULHERN & KULP Structural Engineering, Inc. 0. co z_ " Fr w IB W ® z z w a a u Cr�s Z. A U d G s � IJU~ � m u� 5 a Q r=j P 010 rw W r ® ea m th W N OC $ n [Air MA project number: 195-19004 project mgr: J S B drawn by: KAR issue date: 09.25-20 REVISIONS: date: initial: wL F. LLJ WZ 2 V to V CL to U J 0 I—' nW 6� Lo 0 ,—, } 0) N1 Qo (Y) Z LL N Z 0 0 U W �-- I U T® w X L sheet: " 1 r 0